Plan Commission — Agenda Packet

City of Fort Atkinson City Manager's Office 101 N. Main Street Fort Atkinson, WI 53538 PLAN COMMISSION MEETING IN PERSON AND VIA ZOOM TUESDAY, SEPTEMBER 22, 2026 – 4:00 PM CITY HALL – SECOND FLOOR https://us02web.zoom.us/j/82214860406?pwd=TEVyUVdQM05VNFVzb0E2TUNTVnZlZz09 Meeting ID: 822 1486 0406 Passcode: 53538 Dial by Location +1 312 626 6799 If you have special needs or circumstances which may make communication or accessibility difficult at the meeting, please call (920) 397-9901. Accommodations will, to the fullest extent possible, be made available on request by a person with a disability. AGENDA 1. Call meeting to order 2. Roll call 3. New Business a. Review and possible action relating to the minutes of the August 25, 2026, Plan Commission meeting (Ebbert, Clerk/Treasurer/Finance Director) b. Review and possible action relating to a Site Plan Review for the property located at 815 Jefferson St. (226-0614-3432 and 226-0614-3432-004) (SPR-2026-12) (Draeger, Director of Neighborhood and Building Services) c. Update on previously approved projects (Houseman) 4. Adjournment Date Posted: September 18, 2026 CC: Plan Commission, City Council; City Staff; City Attorney; News Media; Fort Atkinson School District; Fort Atkinson Chamber of Commerce Notice is hereby given that a majority of the Fort Atkinson City Council may be present at this meeting at the location and time indicated above to gather information about any subject Page 1 of 161 matters on this agenda over which they have decision-making responsibility. This may constitute a meeting of the City Council pursuant to State ex rel. Badke v. Greendale Village Bd., 173 Wis.2d. 553, 494 N.W.2d 408 (1993), and must be noticed as such although the City Council will not take any formal action at this meeting. Visit us online! City news and information can be found at www.fortatkinsonwi.gov, and be sure to follow us on Facebook @FortAtkinsonWI. Page 2 of 161 City of Fort Atkinson City Manager's Office 101 N. Main Street Fort Atkinson, WI 53538 PLAN COMMISSION MEETING IN PERSON AND VIA ZOOM TUESDAY, AUGUST 25, 2026 – 4:00 PM CITY HALL – SECOND FLOOR MINUTES 1. Call meeting to order Chairperson Manager Houseman called the meeting to order at 4:00 pm. 2. Roll call Present: Chairperson Manager Houseman, Director of Public Works Navin, Commissioners Ciccarelli, Shull, Schultz, and Council Representative Huckabee. Also present: Deputy Clerk, and City Attorney. Absent: Director of Neighborhood and Building Services 3. New Business a. Review and possible action relating to the minutes of the August 11, 2026, Plan Commission meeting (Ebbert, Clerk/Treasurer/Finance Director) Huckabee moved, seconded by Schultz, to approve the minutes of the August 11, 2026 Plan Commission meeting. The motion carried, 6-0. b. Review and possible action relating to a Conditional Use Permit for a property located on Mehta Lane, known as Cardinal View Crossing (parcels 226-0614-3231-000 and 226-0614- 3242-001) (ZMA-2026-01) (Draeger, Director of Neighborhood and Building Services) Manager Houseman presented the request relating to a Conditional Use Permit for a group development to allow multiple buildings on the property located on Mehta Lane. The CSM and Site Plan were approved by the Plan Commission on August 11, 2026, contingent upon approval of the Conditional Use Permit. The proposed project involves a CSM to combine two existing parcels, a conditional use permit for group development, and a Site Plan Review. Each multifamily building is proposed to be identical, two stories in height, with individual units, attached garages, and entries for a total of 72 units. Multiple surface parking areas are provided for guests and residents that are connected via internal circulation driveways. The subject properties are located on the far Northwest side of Fort Atkinson, adjacent to the USH 26 Bypass on Mehta Lane and Commonwealth Drive. The developer is also requesting Tax Incremental Financing (TIF) assistance. The Economic Development Commission recommended approval of the TIF request, with the City Page 3 of 161 Council expected to review the Development Agreement on September 1, 2026. Huckabee motioned, seconded by Schultz to recommend approval of the Conditional Use Permit, subject to the following conditions: 1. All conditions approved by the Plan Commission relating to the Certified Survey Map and Site Plan Review are incorporated into the final development plans, and 2. Any other recommendations from City staff and the Plan Commission. Motion carried, 6-0. c. Review and possible action relating to a Conditional Use Permit for a property located at 550 McMillen St., known as River Point Commons (ZMA-SPR-2026-02) (Draeger, Director of Neighborhood and Building Services) Manager Houseman presented the Conditional Use Permit application for the proposed multi-family development on the property located at 550 McMillen St. The CSM and Site Plan were approved by the Plan Commission on August 11, 2026, contingent upon approval of the Conditional Use Permit. The proposed development includes combining two parcels; four three-story multi-family buildings totaling 96 units; an accessory office/mailroom building; green space and a dog run; underground and surface parking; internal driveways and sidewalks; stormwater management areas; and access from both McMillen Street and Schumacher Way. The development also provides substantial buffers from existing single-family homes to the north and south. The developer is also requesting Tax Incremental Financing (TIF) assistance. The Economic Development Commission recommended approval of the TIF request, with the City Council expected to review the Development Agreement on September 1, 2026. Shull moved, seconded by Ciccarelli to recommend approval of the Conditional Use Permit, subject to the following conditions: 1. All conditions approved by the Plan Commission relating to the Certified Survey Map and Site Plan Review are incorporated into the final development plans, and 2. Any other recommendations from City staff and the Plan Commission. Motion carried, 6-0. d. Review and possible recommendation to the City Council relating to a Certified Survey Map, for the property located at 1704 Montclair Pl. (CSM-2026-13) (Draeger, Director of Neighborhood and Building Services) Director of Public Works Navin presented the Certified Survey Map for 1704 Montclair Pl. The proposal would divide the existing DR-8 Duplex Residential lot into two lots to allow construction of a twin house using the zero-lot-line zoning mechanism. Utilities have been designed to serve the separate lots in accordance with City requirements. The proposal is consistent with the City’s Comprehensive Plan and residential designation for the area. Public notice is not required. Huckabbe motioned, seconded by Ciccarelli to recommend that the Plan Commission recommend the City Council approve this preliminary Certified Survey Map, subject to Page 4 of 161 inclusion of the following conditions: • A joint maintenance agreement for the roof, shared wall of the house, and any shared portion of the sanitary lateral to be recorded on each parcel, • All changes noted in the staff report, and • Any other recommendations from City staff and the Plan Commission Motion carried, 6-0. e. Review and possible recommendation to the City Council on a Certified Survey Map for the property located at 1911 Janesville Avenue, known as River Trail Flats (parcel 226-0514-1742-001) (SPR-2026-07) (Draeger, Director of Neighborhood and Building Services) Director of Public Works Navin presented the Certified Survey Map and Site Plan review for the property at 1911 Janesville Avenue, to split the 12-acre parcel into three new parcels, rezoning from RH-35 to MRH-30, Conditional Use Permit for a Group Development, and Site Plan for a 12-acre property near Klement Business Park and the STH 26 Bypass/Janesville Avenue interchange. The Plan Commission approved the Conditional Use Permit contingent on the approval of the Site Plan by the Plan Commission and CSM by the City Council at the Plan Commission meeting on August 11, 2026 The development is proposed in two phases, totaling seven two-story multi-family buildings and 112 units. Phase 1 includes four 16-unit buildings for a total of 64 units (Lot 1), a new Janesville Avenue access, parking, internal drives, and stormwater management. Phase 2 would include three additional 16-unit buildings for a total of 48 units (Lot 3). The existing single-family home would remain on a separate 0.9-acre parcel (Lot 2). The Conditional Use Permit applies to Phase 1; Phase 2 will require a separate Conditional Use Permit. Note that the developer will be asking for Tax Incremental Financing assistance for the project. The Economic Development Commission has reviewed the TIF request in the Development Agreement and recommended approval of such to the City Council. The City Council is expected to review the Development Agreement at the meeting on September 1, 2026. Additionally, the developer will be required to obtain a Wisconsin Department of Natural Resources (DNR) Construction Site Storm Water Discharge General Permit before commencing construction activities. Huckabee motioned, seconded by Schultz to recommend the Plan Commission recommend the City Council approve the Certified Survey Map, subject to the following conditions: 1. All City Engineer comments are incorporated within a revised CSM and provided to City staff for review and approval. 2. An access easement is shown over the 6-foot wide trail access over the proposed Lot 3. Any other recommendations of City staff and the Plan Commission. Motion carried, 6-0. Page 5 of 161 f. Review and possible action relating to a Site Plan Review for the property located at 1911 Janesville Avenue, known as River Trail Flats (parcel 226-0514-1742-001) (SPR-2026-07) (Draeger, Director of Neighborhood and Building Services) Ciccarelli stated that he would like to see a glacial river trail connection to the business park and a direct connection through the development. Houseman explained that staff have discussed trail connectivity with the developer; however, a public trail connection through the private development is unlikely due to liability concerns. She noted that the city-owned trail is subject to recreational immunity, which generally protects the city from liability for injuries occurring on the recreational trail. Huckabee motioned, seconded by Schultz to recommend approval of the Site Plan Review for Phase 1, subject to the following conditions: 1. Provide interior pathways to connect each building using sidewalks or marked paths for pedestrian safety 2. Install curbing in all locations where parking and interior landscaping is present 3. Screen all building mechanicals, subject to review by the Zoning Administrator 4. Approval of a Certified Survey Map creating three parcels 5. Approval of a Conditional Use Permit for multiple principal buildings on one parcel for Phase 1 (approved 8/11/26) 6. Any other recommendations from City staff and the Plan Commission Motion carried, 6-0. g. Update on previously approved projects (Houseman) None. 4. Adjournment Ciccarelli moved, seconded by Huckabee to adjourn. Meeting adjourned at 4:23 p.m. Respectfully submitted, Courtney Thom Deputy Clerk Page 6 of 161 City of Fort Atkinson City Manager's Office 101 N. Main Street Fort Atkinson, WI 53538 SITE PLAN REVIEW REPORT TO THE PLAN COMMISSION DATE: August 11, 2026 FILE NUMBER: SPR-2026-12 PROPERTY ADDRESS: 815 Jefferson St. EXISTING ZONING: Light Industrial PARCEL NUMBER: 226-0614-3432-002 PROPOSED ZONING: No change OWNER: Opportunities, Inc. of Jefferson County EXISTING LAND USE: Industrial APPLICANT: Opportunities, Inc. of Jefferson County REQUESTED USES: Light Industrial, Active Outdoor Recreation, and On-Site Parking Lot BACKGROUND Section 15.10.42 of the City of Fort Atkinson Zoning Ordinance outlines the requirements for the Site Plan application. This requires review of the proposed development’s building configuration, site layout and access, parking, exterior building design, landscaping, grading and erosion, stormwater, exterior lighting, signage, and operational plan. REQUEST OVERVIEW Opportunities Inc. is a nonprofit employment service organization that operates commercial manufacturing, packaging, fulfillment, and warehousing services located on the north side of Fort Atkinson. The organization is looking to add an outdoor activity area to its campus for its employees. The subject property was recently approved for a CSM to combine two lots into a new 3.2-acre site with road frontage on three sides: Jefferson Street, E. Cramer Street, and Clearance Street. The new site includes two structures, on-site parking, and an east-west internal driveway connection between Jefferson Street and Clarence Street. The proposed project is located on the southern end of the site (blue) and includes the construction of a new outdoor recreational space, off-street parking on either side, and reuse of the existing structure. Within the Zoning Ordinance, only new additions, improvements, and development are subject to the requirements of the ordinance. This memo reviews only those proposed new features within the disturbance area portion of the site. The site layout is required to meet the minimum dimensional standards of the zoning district. The proposed improvements meet these requirements, as shown below. Page 7 of 161 Requirement Size Proposed Development Minimum Front Setback 25 feet >25 feet Minimum Side Setback 10 feet >10 feet Minimum Street Side Setback 25 feet >25 feet Maximum Principal Building Height 65 feet N/A Minimum Principal Building Separation 10 feet >10 feet Minimum Pavement Setback (lot line to pavement, excludes driveway entrances) Side: 5 feet ROW: 10 feet Side: 5 feet ROW: 10 feet Maximum Impervious Surface Ratio 80% 73.75% Maximum Building Coverage 70% +/-10% Accessory Structure Front Setback 60 feet >60 feet Accessory Structure Side Setback 3 feet >3 feet Accessory Structure Maximum Height 45 feet <45 feet The existing Light Industrial land use is permitted by right within the LI, Light Industrial zoning district. The proposed new land use on-site include: Active Outdoor Recreation and On-Site Parking Lot. Both land uses are permitted by-right within the Light Industrial zoning district. Land use requirements include: On-Site Parking Lot • Access and vehicular circulation shall be designed to prevent cut-through traffic = met (two separate parking areas that are not connected) Active Outdoor Recreation • Each location shall have appropriate hours of use and comply with the noise provisions of Article VI Performance Standards = Met • Facilities using recreational facility night lighting and adjoining a residentially zoned property shall install and continually maintain a bufferyard with a minimum opacity of 0.60. Said bufferyard shall be located at the property line adjacent to said residentially zoned property. = N/A (not abutting residential) • All structures, paved areas, and active recreational improvements such as sandboxes, tot lots, tennis courts, and baseball backstops shall be located a minimum of 25 feet from any residentially zoned property. = N/A (not abutting residential) • Facilities which serve a regional or community-wide function shall provide an off-street passenger loading area if the majority of the users will be children or senior citizens. = N/A (not intended for Page 8 of 161 these purposes) • Minimum required parking: Generally, one space is required per four expected patrons at maximum capacity for any use requiring over 5 spaces. However, the following specific requirements apply. o Athletic facilities: one space per employee on the largest work shift, plus one space per 4 patrons (participants and spectators) at maximum capacity. o Tot lots, fitness courses, and parks: no parking spaces required. o The Zoning Administrator has the ability to require a parking study to increase or reduce parking requirements for any combination of the above uses. There is a total of 57 proposed new on-site parking stalls. The East parking area is intended for visitors of the playground and the West parking area is intended to become additional employee parking. As shown above, tot lots, fitness courses and parks have no minimum parking requirements. Additionally, the Zoning Administrator has the ability to increase or reduce requirements based on the specific needs of the proposed facility. The northern portion of the site is an existing legal nonconforming property, with structures and pavement established before the current zoning regulations. All new improvements are required to comply with applicable site design standards. The proposed project has submitted required elements of the Site Plan review that are included within the attachment. Below is a review of the various other zoning standards that are required with the proposed development: Access and Visibility Standards (Section 15.06.03, 15.06.04, and 15.06.05) • Multiple access points from one street can be approved through the Site Plan process on lots greater than 200 feet long = not met (new access points proposed and greater than two exist today Plan Commission must approve) • No access is permitted within 50 feet of an intersection = met • Maximum driveway size is 24 feet wide, unless greater is needed for fire access = met • At least one ped/bicycle access point to at least one street frontage is required = met (the playground is private and access is provided to the facility to the North) • All structures must be located outside of vision triangle at intersections = met Page 9 of 161 Parking and Loading Standards (Section 15.06.06 and 15.06.07) • All drive isles, driveways, and parking areas must be constructed of a hard surface = met • Curbs are required adjacent to buildings, planting islands, required front yards, and where necessary to prevent vehicles from extending into pedestrian paths or rights-of-way = not met (only curbing shown between Clarence Street parking lot and outdoor recreational area) • All parking stalls must provide pavement markings = met • Throat depth (distance between street access and traffic circulation area/parking area must be a minimum of 25 feet) = met • Minimum parking stall dimensions are required to be 9 feet wide and 18 feet long = met • Minimum parking isles widths are required to be 24 feet wide = met • Minimum and maximum off-street parking stalls requirements = see above • A minimum of 7 on-site bicycle stalls are required = not met (applicant has indicated the willingness to add the bicycle stalls) • Loading areas shall not be located within the front yard, within 50 feet of residential zoned property, or be located within 25 feet of an intersection = not met (located within the front yard) • Loading areas shall be a minimum of 10 feet wide and 50 feet long = met Exterior Lighting Standards (Section 15.06.20) • At the property line, a maximum of 1.0 footcandle is required = met • The average lighting on-site is required to be a maximum average of 3.0 footcandles = met • All vehicular parking, loading, and circulation areas are required to provide a minimum intensity of 0.4 footcandles in those areas = met • The maximum height of all freestanding light fixtures required is 30 feet = met (12–16 ft in height) • All exterior light fixtures are full cut-off and downward facing = met (staff will need to confirm Page 10 of 161 that motion lighting will not be pointed towards neighboring properties) Outdoor Storage and Screening Standards (Section 15.06.21) • All trash containment structures are required to be enclosed, a minimum of 6 feet in height, and made of solid wood with an access gate = unknown Fencing Standards (Section 15.06.40) • Materials permitted include wood, brick, stone, wrought iron, vinyl, and chain link = met (vinyl and steel) • Maximum fence height is 4 feet in front/street yards and 6 feet in side/rear yards = met (6 ft vinyl side yard and 4 foot steel around activity area) Landscaping Standards (Section 15.08.30) Point values are provided for each type of plant and the amount required in each portion of the site is listed within the Zoning Ordinance. This provides the developer with options in customizing the planting selection and location to best fit the project and site. • 0 landscaping points are required for the building foundation = N/A • 300 landscaping points are required for the paved surface areas = met • 400 landscaping points are required for the street frontage = met • 0 landscaping points are required for the yards = N/A Exterior Building Design Standards (Section 15.07.40) There are defined exterior building design standards for different types of uses in the Zoning Code. This project is proposed to be an institutional land use in the Institutional Zoning District. Additionally, the design standards classify the following materials by type: Class I (brick, stone, glass), Class II (block, EIFS, stucco), Class III (siding, wood, decorative metal panels), or Class IV (nondecorative metal panels or concrete panels). • Minimum 50% Class I materials on the total building facade = not met • Rear building elevations not facing a public street or parking lot are exempt • Class I, II, or II materials permitted, Class IV prohibited = met • Façade articulation shall be included every 70 feet = met • Building orientation toward the road and appearance of front façade as entryway = met Page 11 of 161 • Rooftop mechanicals visible from adjacent public rights-of-way shall be screened = unknown Post Construction Stormwater Management (Ordinance 18-190) This ordinance follows state law for all developments with greater than 1 acre of disturbance. The ordinance manages stormwater based upon sites characterized as new construction, redevelopment, or in-fill. The ordinance requires the development’s stormwater leaving the site be controlled among three categories, volume (peak runoff), TSS (total suspended solids) and infiltration. Construction Site Erosion Control Plan (Ordinance 18-189) This ordinance follows requires certain levels of control during construction to reduce the movement of sediment (dirt) off the construction site and into local waterways (Rock River, Bark River, Allen Creek). The submitted stormwater management plan and the erosion control plan generally comply with State and City requirements. To ensure full compliance before final approval, the applicant is coordinating with the Director of Public Works and the City Engineer to finalize and record a Stormwater Maintenance Agreement, which must be fully executed and recorded prior to issuing any construction permits. Due to site constraints and desired development, the applicant will utilize an underground stormwater infiltration system installed beneath the East parking area to assist with stormwater management requirements. Required Plan Revision Areas Include: • Inlet-Capacity Calculations: Detailed hydrological calculations demonstrating that all proposed inlets can sufficiently capture anticipated peak runoff rates. • 100-Year Event Overflow Route: A clearly defined, unobstructed overland flow path mapped to safely convey stormwater during a 100-year storm event without threatening adjacent structures. • Driveway Apron Specifications: Design details updated to explicitly align with City standard engineering drawings and construction specifications. • Accessible Route Integration: Detailed grading and elevation plans ensuring continuous, compliant accessible routes leading directly from designated accessible parking stalls. Page 12 of 161 PUBLIC NOTICE Public Notice is not required. COMPREHENSIVE LAND USE PLAN (2019): The subject parcel is located within the North Railway District Planning Area (see Attachments) and is identified for Employment uses within the Plan. The future development and redevelopment concepts identified in the Plan emphasize the continued presence of industrial and employment opportunities within the area. The subject property is also designated General Industrial on the Future Land Use Map. This designation accommodates a range of uses, including indoor manufacturing, warehousing and distribution, and office uses. The proposed outdoor activity area is intended to function as an accessory amenity to the existing industrial and employment use and does not alter the predominant land use of the property. The proposed addition represents an investment in the site that provides enhanced amenities and recreational space for employees, contributing to employee quality of life and a positive work environment. The addition also provides a beneficial amenity within the industrial campus while remaining compatible with the established industrial use. Staff believes the proposal is consistent with the intent of the Comprehensive Plan and supports the continued vitality of the North Railway District. DISCUSSION Opportunities Inc. is a valued local company and an important community resource. The proposed improvements will provide benefits to both the community and the organization’s employees. Staff recognizes the positive community impacts associated with the project. Staff notes that certain aspects of the proposed building materials do not fully meet the requirements of the ordinance. However, the project involves an existing building and represents a significant improvement to the property, as well as a significant investment by the applicant. Given the existing conditions of the site and building, and considering the overall scope and quality of the proposed improvements, City Staff finds that the intent of the ordinance is being met through the proposed project. The proposal also includes an additional access point to Clarence Street. Staff discussed the proposed access with the applicant and understands that the access is intended to address employee safety and site circulation concerns. The applicant indicated that employee transportation currently uses the alley connection between Jefferson and Clarence Streets as a primary pick-up and drop-off location. The additional Clarence Street access would provide an alternative point of access and is intended to prevent potential safety issues. Staff considers the proposed access to be a reasonable site improvement given the existing circulation pattern and the safety concerns identified by the applicant. While there are a few outstanding items that still need to be addressed, staff supports the project overall and recognizes the substantial improvements, Page 13 of 161 safety considerations, and community benefits associated with the applicant’s investment in the property. The City’s Management Team has reviewed the application, and all comments have been included within this document. RECOMMENDATION City staff recommends approval of the Site Plan, subject to the following conditions: • Require the applicant to provide the following information that meets all the requirements of the Zoning Code to be reviewed by City staff: o Add curbing to meet the minimum requirements o Add on-site bicycle parking to meet the minimum requirements o Provide a trash enclosure plan compliant with Section 15.06.21 o Provide the location of building mechanicals and screening if necessary o Execute a Stormwater Management Agreement with the City • Waive the requirement for any loading areas to be located outside the front yard setback (the existing building on the south end of the site is not proposed to change and is currently located approximately 25 feet from the property line, creating limited space to accommodate the proposed new loading area outside that setback). • Approve the new access point from Clarence street as proposed • Require the recording of the previously approved CSM • Any other recommendations of City staff and the Plan Commission. ATTACHMENTS 1. 2026 Site Plan Review Appl_Redacted 2. 2026.09.03 Opport Inclusive Park Renderings 3. Opportunities Civil Plans 9.4.26 4. Playground layout and Site-200 A0.0 5. Opportunities 815 Jefferson Street 6. Landscaping_Opportunities 815 Jefferson Street 7. Grading & Erosion Control Plan 8.27.26 8. Opportunities Development Storwater Review_9.17.26 9. Opprotunities Inc - SWM Memo 2026.09.04 10. Photometrics_StrucRite_Opportunities Rec_ES1.0P_20260911 11. dsx0_Lighting 12. hgx_Lighting 13. rad1_Lighting 14. rcny_Lighting 15. wdge2_Lighting Page 14 of 161 Page 15 of 161 Page 16 of 161 Page 17 of 161 Page 18 of 161 Page 19 of 161 Page 20 of 161 NORTH 72°25'55" WEST 251.05' NORTH 17°32'36" EAST 485.86'SOUTH 22°14'26" WEST 511.67' 9/4/2026 C1.01 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ EXISTINGCONDITIONS &REMOVALSPLANEJQLJKKJP Page 21 of 161 REF. slab ~ -1.5" slab ~ -1.0" GAS NEWOHD RECREATIONAREA ?sprinkler riser?WH STORAGE BENCH MECHANICAL WATERFOUNTAIN NORTH 72°25'55" WEST 251.05' NORTH 17°32'36" EAST 485.86'SOUTH 22°14'26" WEST 511.67' 9/4/2026 C1.02 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ PROPOSEDSITE PLANEJQLJKKJP Page 22 of 161 REF. slab ~ -1.5" slab ~ -1.0" GAS NEWOHD RECREATIONAREA ?sprinkler riser?WH STORAGE BENCH MECHANICAL WATERFOUNTAIN NORTH 72°25'55" WEST 251.05' NORTH 17°32'36" EAST 485.86'SOUTH 22°14'26" WEST 511.67' 9/4/2026 C1.03 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ GRADING &EROSIONCONTROLPLANEJQLJKKJPDIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 23 of 161 REF. slab ~ -1.5" slab ~ -1.0" GAS NEWOHD RECREATIONAREA ?sprinkler riser?WH STORAGE BENCH MECHANICAL WATERFOUNTAIN NORTH 72°25'55" WEST 251.05' NORTH 17°32'36" EAST 485.86'SOUTH 22°14'26" WEST 511.67' 9/4/2026 C1.04 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ UTILITY PLANEJQLJKKJPDIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 24 of 161 9/4/2026 C1.05 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ UNDERGROUNDDETENTIONPLANKJPKJPKJP Page 25 of 161 9/4/2026 C2.00 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ CONSTRUCTIONNOTESEJQLJKKJP Page 26 of 161 1. 6. 7. 2. 5. 4.8. 3. 9/4/2026 C2.02 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ EROSIONCONTROLDETAILSKJPKJPKJP Page 27 of 161 9/4/2026 C2.01 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ SITE DETAILSEJQLJKKJP Page 28 of 161 9/4/2026 C2.03 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ UTILITYDETAILSKJPKJPKJP Page 29 of 161 PAVILION RECREATION BUILDING EXISTING BUILDING EXISTING DROP OFF LANE ENTRANCE GATE SEE CIVIL DRAWINGS FOR PARKING SEE CIVIL DRAWINGS FOR PARKING STEEL FENCE STEEL FENCE STE EL FENCE GATE EXISTING DUMPSTER HVAC JEFFERSON STREET CLARENCE STREET SEE CIVIL DRAWINGS DRIVE AISLES A C B B B B A F F F D F F F D E GATE 6' - 0" 2' - 0" 2' - 0" 8' - 0" RAISED GARDEN BEDS (3) 6FT & (2) 8FT JOB NUMBER: DRAWN BY: SHEET NUMBER: © 2026 STRUCRITE , INC. ISSUED DATE: 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 - www.srdinc.biz SHEET TITLE: REVISIONS 9/3/2026 7:19:33 PM 25218 KS A0.0 ARCH SITE PLAN 07.28.2026 PLAN COMMISSION Opportunities, Inc. Rec Building 815 Jefferson St. Fort Atkinson, WI NORTH SOUTH FENCE 6' WHITE PVC STEEL PARK FENCE 4' TITAN 3 -RAIL w/ RINGS No. DATE DESCRIPTION 1/4" = 1'-0" 2 ENTRY GATE 1/2" = 1'-0" 3 CLOCK A - GREEN B - ORANGE C - GRAY TURF COLORS D - ? E - ? F - ? CONCRETE COLORS Page 30 of 161 1a e1 DOOR TAG WINDOW TAG WALL TAG EMERGENCY EXIT SIGN EXISTING CONSTRUCTION NEW CONSTRUCTION 6" ( 6" ) TYPICAL DIMENSION FINISH TO FINISH DIMENSION SHOWING FRAMING TO FRAMING FIRE EXTINGUISHER PROJECT KEYED NOTE ? 101 JOB NUMBER: DRAWN BY: SHEET NUMBER: © 2026 STRUCRITE , INC. ISSUED DATE: 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 - www.srdinc.biz ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF STRUCRITE, INC. DESIGNER/ SUPERVISING PROFESSIONAL SHEET TITLE: REVISIONS SYMBOLS LEGEND LOCATION MAP VICINITY MAP ABBREVIATIONS SHEET INDEX GENERAL NOTES 7/29/2026 3:18:35 PM 25218 Author G1.0 Opportunities, Inc. Rec Building 815 Jefferson St. Fort Atkinson, WI COVER PAGE 07.28.2026 Opportunities, Inc. Rec Building 815 Jefferson St. Fort Atkinson, WI StrucRite, Inc. Boyd E. Coleman, P.E. President, Engineer 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 PLAN COMMISSION PLAN COMMISSION 1-GENERAL G1.0 COVER PAGE 2-CIVIL C1.00 TITLE SHEET C1.01 EXISTING CONDITIONS PLAN C1.02 PROPOSED SITE PLAN C1.03 GRADING & EROSION CONTROL PLAN C1.04 UTILITY PLAN C1.05 LANDSCAPE PLAN C2.00 CONSTRUCTION NOTES C2.01 SITE DETAILS 3-ARCHITECTURAL A0.0 ARCHITECTURAL SITE PLAN A1.0 RECREATION BUILDING A1.1 PAVILION A2.0 EXTERIOR ELEVATIONS 5-ELECTRICAL ES1.0P ELECTRICAL SITE LIGHTING & PHOTOMETRICS 1. ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE & NATIONAL CODES HAVING JURISDICTION OVER THIS PROJECT. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BUILDING REGULATIONS AND IN A QUALITY WORKMANSHIP MANNER 3. DO NOT SCALE DRAWINGS 4. SEE GENERAL CONDITIONS OF THE CONTRACT FOR FULL SCOPE OF PROJECT 5. UNLESS NOTED OTHERWISE, ALL DETAILS, SECTION AND NOTES ON THE DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE 6. THE PLANS AND SPECIFICATIONS ARE INTENDED TO GIV E A DESCRIPTION OF THE WORK. NO DEVIATION FROM THE PLANS AND SPECIFICATION S SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF STRUCRITE, INC. 7. ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF STRUCRITE, INC. IN WRITING. 8. THE TERMS "NOT IN CONTRACT" OR "BY OWNER" OR "BY OTHERS" DO NOT PRECLUDE OTHER WORK ASSOCIATED WITH THE CONTRACT WHICH MUST OCCUR IN THE VICINITY OF THE AREA OR THROUGH THE SPACE. 9. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF STRUCRITE, INC PRIOR TO BIDDING. 10. IF FIELD CONDITIONS NECESSITATE ANY CHANGES OR MODIFICATIONS, THE CHANGES OR MODIFICATIONS MUST BE APPROVED BY STRUCRITE, INC. PRIOR TO PROCEEDING WITH WORK. 11. ALL CHANGE ORDERS MUST BE APPROVED BY THE OWNER PRIOR TO PROCEEDING WITH ANY WORK. FAILURE TO FOLLOW THIS STEP MIGHT RESULT IN NON-PAYMENT. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEAN-UP. 13. GENERAL AND SUB CONTRACTS SHALL EXERCISE ALL REASONABLE PRECAUTIONS FOR THE PROTECTION OF PERSONS AND PROPE RTY ON THE SITE. ALL SAFETY PROVISIONS AND APPLICABLE LAWS FOR BUILDING AND CONSTRUCTION CODES SHALL BE OBSERVED. 14. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO STRUCRITE INC. FOR APPROVAL BEFORE PROCEEDING WITH ANY FABRICATION OR INSTALLATION. 15. MANUFACTURES DIRECTIONS FOR APPLICATION, INSTALLATION AND METHODS SHALL BE FOLLOWED ARE HEREWITH MADE PART OF THE CONSTRUCTION DOCUMENTS. 16. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED NORTH AC AIR CONDITIONING ACS ACCESS PANEL ACT ACOUSTICAL CEILING TILE ADDM ADDENDUM ADJ ADJUSTABLE ADO AUTOMATIC DOOR OPERATOR AFF ABOVE FINISH FLOOR ATL ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT AUX AUXILIARY AVG AVERAGE BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BLKHD BULKHEAD BM BEAM BO_ BOTTOM OF (ITEM) BO BY OTHERS BS BOTH SIDES BT JNT BUTT JOINT BTWN BETWEEN CAS CARD ACCESS SYSTEM CB CATCH BASIN CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED CG CORNER GUARD CH COAT HOOK CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CASED OPENING COL COLUMN CONC CONCRETE CONT CONTINUE, CONTINUOUS CORR CORRIDOR CPT CARPET CRS COURSE, COURSES CT CERAMIC TILE CTR CENTER CUH CABINET UNIT HEATER DBL DOUBLE DEFS ERECT APPLIED EXTERIOR FINISH SYSTEM DEMO DEMOLITION DEP DEPRESSED DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DR OPNGDOOR OPENING DS DOWNSPOUT DT DRAIN TILE DW DISHWASHER DWG DRAWING DWR DRAWER EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL/ELECTRICAL ELEV ELEVATOR EMER EMERGENCY EP ELECTRICAL PANEL EQ EQUAL EQUP EQUIPMENT ES ELECTRIC STRIKE ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EXH FN EXHAUST FAN EXIST EXISTING EXP EXPANSION EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FGL FIBERGLASS FHC FIRE HOSE CABINET FN FINISH FIXT FIXTURE FL FLOOR LINE FLR FLOOR FLUOR FLUORESCENT FO_ FACE OF (ITEM) FOF FACE OF FINISH FOM FACE OF MASONRY FP FIRE PROOF, FIRE PROTECTION FR FRAME FT FOOT OR FEET FTG FOOTING FURG FURRING FV FIELD VERIFY GA GAGE GAL GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS GYP BD GYPSUM BOARD HB HOSE BIB HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORZ HORIZONTAL HP HORSE POWER HR HOUR HTR HEATER HVAC HEATING, VENTILATION & AIR CONDITIONING ID INSIDE DIAMETER IN INCH INCL INCLUDE, INCLUDING INT INTERIOR JAN JANITOR JNT JOINT KO KNOCK OUT KS KNEE SPACE L LENGTH, LONG LAV LAVATORY LBS POUND(S) LKR LOCKER LT WT LIGHT WEIGHT MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MH MANHOLE HD MIDDLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MSB MOP SERVICE BASIN MTD MOUNTED MTL METAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OV OVER OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF/CI OWNER FURNISHED/ CONTRACTOR INSTALLED OFD OVERFLOW DRAIN OH OVERHEAD OPNG OPENING OPP OPPOSITE PED PEDESTAL PERIM PERIMETER PL PLATE PL PROPERTY LINE PLAM PLASTIC LAMINATE PLBG PLUMBING PLYWD PLYWOOD PNL JNT PANEL JOINT POC POINT OF CONNECTION PR PAIR PREFAB PREFABRICATED PRELIM PRELIMINARY PRKG PARKING PSF POUNDS PER SQUARE FOOT PT PAINT PTD PAPER TOWEL DISPENSER PTDR PAPER TOWEL DISPENSER WITH RECEPTACLE PTM PAINT TO MATCH QT QUARRY TILE R RADIUS R RISER RA RETURN AIR RD ROOF DRAIN REF REFRIGERATOR REFL REFLECTED REINF REINFORCED REQD REQUIRED REV REVISION RFI REQUEST FOR INFORMATION RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RTU ROOF TOP UNIT SAB SOUND ATTENUATION BATTS SAG SUPPLY AIR GRILL SC SOLID CORE SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SHR SHOWER SHT SHEET SHT MTLSHEET METAL SHV SHELF, SHELVING SIM SIMILAR S&P SHELF & POLE SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SS SOLID SURFACE SSK SERVICE SINK STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD TEMP TEMPORARY T&G TONGUE & GROOVE THK THICKNESS TLT TOILET TO_ TOP OF (ITEM) TOC TOP OF CONCRETE TOF TOP OF FOOTING TOP TOP OF PAVEMENT TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TYP TYPICAL UCR UNDERCOUNTER REFRIG. UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE UR URINAL VAV VARIABLE AIR VOLUME VB VAPOR BARRIER VCT VINYL COMPOSITE TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VR VAPOR RETARDER VWC VINYL WALL COVERERING w/ WITH WC WATERCLOSET WD WOOD WF WIDE FLANGE WH WATER HEATER w/o WITHOUT WS WORKSTATION WWF WELDED WIRE FABRIC WWM WEEDED WIRE MESH YD YARD(S) NORTH No. DATE DESCRIPTION Page 31 of 161 815 JEFFERSON STREETFORT ATKINSON, WI 53538OPPORTUNITIES INC. RECREATION AREA DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com7/28/2026C1.00122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ TITLE SHEETEJQLJKKJP Page 32 of 161 7/28/2026C1.01122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ EXISTINGCONDITIONS &REMOVALSPLANEJQLJKKJP Page 33 of 161 PAVILION RECREATION BUILDING EXISTING BUILDING EXISTING DROP OFF LANE ENTRANCE GATE SEE CIVIL DRAWINGS FOR PARKING A0.0 2 SEE CIVIL DRAWINGS FOR PARKING STEEL FENCE STEEL FENCE STEEL FENCE GATE EXISTING DUMPSTER HVAC JEFFERSON STREET CLARENCE STREET A0.0 3 JOB NUMBER: DRAWN BY: SHEET NUMBER: © 2026 STRUCRITE , INC. ISSUED DATE: 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 - www.srdinc.biz SHEET TITLE: REVISIONS 7/29/2026 3:09:18 PM 25218 KS A0.0 ARCH SITE PLAN 07.28.2026 PLAN COMMISSION Opportunities, Inc. Rec Building 815 Jefferson St. Fort Atkinson, WI 1/16" = 1'-0" 1 Site-F.F. Plan Commission NORTH SOUTH FENCE 4' WHITE PVC STEEL PARK FENCE 4' TITAN 3 -RAIL w/ RINGS No. DATE DESCRIPTION 1/4" = 1'-0" 2 ENTRY GATE 1/4" = 1'-0" 3 CLOCK Page 34 of 161 REF. slab ~ -1.5" slab ~ -1.0" GAS NEW OHD 79' - 9" 24' - 0" 13' - 0 1/4" RECREATION AREA ?sprinkler riser? WH STORAGE 3' - 8" 5' - 6" 4' - 6" BENCH MECHANICAL 16' - 0" WATER FOUNTAIN 11' - 2 7/8" 6' - 7 5/8" 10' - 10 7/8" 9' - 1 5/8" 6' - 5 1/4" 41' - 6 1/2" CANOPY ABOVE JOB NUMBER: DRAWN BY: SHEET NUMBER: © 2026 STRUCRITE , INC. ISSUED DATE: 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 - www.srdinc.biz SHEET TITLE: REVISIONS 7/29/2026 2:07:45 PM 25218 Author A1.0 RECREATION BUILDING 07.28.2026 PLAN COMMISSION Opportunities, Inc. Rec Building 815 Jefferson St. Fort Atkinson, WI TRUE NORTH 1/4" = 1'-0" 1 1st LEVEL PLAN - RECREATION BUILDING No. DATE DESCRIPTION Page 35 of 161 GENERAL PLAN NOTES: 1. SEE SHEET A5.0 FOR ALL TYPICAL MOUNTING HEIGHTS AND DOOR CLEARANCES. 2. NOT USED 18' - 2 3/8" 17' - 9 5/8" 24' - 0" 36' - 0" COVERED PATIO STORAGE EXISTING EPDM RETROFIT ROOF TO REMAIN REMOVE HOIST 1st LEVEL 100' - 0" ARCTIC WHITE A -TYPE SEMI CONCEALED WALL PANEL CARBON GRAY TRIM 1st LEVEL 100' - 0" OPEN TO COVERED PATIO 1st LEVEL 100' - 0" ARCTIC WHITE A -TYPE SEMI CONCEALED WALL PANEL EXISTING ROOF, NEW CARBON GRAY TRIM ALL DEMOLITION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. LOCATIONS OF WALLS, DOORS, AND OTHER ITEMS HAVE BEEN FIELD MEASURED FOR GENERAL LAYOUT ONLY. REPORT ANY DISCREPANCIES TO STRUCRITE, INC. FOR CLARIFICATION PRIOR TO THE START OF WORK. IF FLOORS, WALLS, OR CEILINGS ARE DAMAGED DURING REMOVAL, THE CONTRACTOR RESPONSIBLE SHALL PATCH / REPAIR AS REQUIRED TO MATCH EXISTING OR NEW MATERIAL SURFACES. AT ALL REMOVAL WORK, INCLUDING FLOORS, WALLS, DOORS, CEILINGS, ETC., PATCH ALL WORK AT REMOVAL & NEW CONNECTION; PAINT AS REQUIRED. AT MECHANICAL WORK, WHERE REMOVAL OF PIPES, CONDUIT, DUCTWORK, ETC. HAS LEFT AN OPENING OR HOLD THROUGH THE WALL, FLOOR, OR CEILING; FILL & PATCH OPENING TO MATCH THE ADJACENT CONSTRUCTION AND FINISH AS REQUIRED. BEFORE COMMENCING WITH DEMOLITION WORK, REVIEW W/ OWNER WHICH ITEMS ARE TO BE SALVAGED AND TURNED OVER THE OWNER, IN ADDITION TO THOSE LISTED ON THE PLANS. ANY ITEM NOT WANTED BY THE OW NER SHALL BE REMOVED FROM THE JOB SITE BY THE GENERAL CONTRACTOR AND DISPOSED OF IN THE PROPER AND LEGAL MANNER. SEE MECHANICAL DRAWINGS FOR DESCRIPTION OF REQUIRED MECHANICAL DEMOLITIONS. GENERAL DEMOLITION NOTES: JOB NUMBER: DRAWN BY: SHEET NUMBER: © 2026 STRUCRITE , INC. ISSUED DATE: 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 - www.srdinc.biz SHEET TITLE: REVISIONS 7/29/2026 2:28:02 PM 25218 Author A1.1 PAVILION 07.28.2026 PLAN COMMISSION Opportunities, Inc. Park Pavilion 815B Jefferson St Ft. Atkinson, WI TRUE 1/4" = 1'-0" 2 1st LEVEL NORTH 1/4" = 1'-0" 3 ROOF PLAN 1/4" = 1'-0" 1 1st LEVEL - DEMO 1/4" = 1'-0" 4 EAST ELEVATION 1/4" = 1'-0" 5 NORTH ELEVATION 1/4" = 1'-0" 6 SOUTH ELEVATION No. DATE DESCRIPTION Page 36 of 161 ELEVATION GENERAL NOTES: 1. NOT USED 1st LEVEL 100' - 0" ARCTIC WHITE PANEL CARBON GRAY PANEL BRICK VENEER 1st LEVEL 100' - 0" CARBON GRAY PANEL HVAC 1st LEVEL 100' - 0" GLAZED OVERHEAD DOOR CARBON GRAY PANEL ARCTIC WHITE PANEL CARBON GRAY PANEL ARCTIC WHITE PANEL BRICK VENEER JOB NUMBER: DRAWN BY: SHEET NUMBER: © 2026 STRUCRITE , INC. ISSUED DATE: 707 N. Grand Ave. - Suite 102 Waukesha, WI 53186 262.549.3222 - www.srdinc.biz SHEET TITLE: REVISIONS 7/29/2026 2:08:00 PM 25218 Author A2.0 EXTERIOR ELEVATIONS 07.28.2026 PLAN COMMISSION Opportunities, Inc. Rec Building 815 Jefferson St. Fort Atkinson, WI 1/4" = 1'-0" 1 EAST ELEVATION 1/4" = 1'-0" 2 SOUTH ELEVATION 1/4" = 1'-0" 3 WEST ELEVATION 1/4" = 1'-0" 4 NORTH ELEVATION No. DATE DESCRIPTION CANYON BRICK SHALE BROWN VENEER Page 37 of 161 LIGHT FIXTURE SCHEDULE ABBREVIATIONS: =DRIVERDW= DRYWALLET = ELECTRONICMG= MAGNETICR=RECESsS = SURFACESP = SUSPENDEDV = VARIES DM = DIMMINGE = EXPOSEDLG=LAY-IN GRIDOT = OTHERRMREMOTERM = REMOTESD = STEP DIMMINGST =STANDARDWM = WALL MOUNTED LAMPS/LEDSBALLAST/DRIVER DWG IDDESCRIPTIONMOUNTING TYPELUMENSWATTSTYPENO. XTURE VOLTAGE POLE-MOUNTED AREA LIGHT FOR VEHICLE TRAFFIC AREAS OPALED52973500451POLE120/277 -WITH WTH GLARE GLARE SHEILDSHEILD POLE-MOUNTED AREA LIGHT FOR PEDESTRAIN TRAFFIC AREAS OPB-3LED4410350038DPOLE120/277 -PATHWAY DISTRIBUTION POLE-MOUNTED AREA LIGHT FOR PEDESTRAIN TRAFFIC AREAS OPB-4LED5078350038D1POLE120/277 - FORWARD DISTRIBUTIONTAIR2 MANUFUFACTURERRER PART NUMBER LITHONIA LIGHTING DSXO LED P2 35K 80CRI T3LG MVOLT XPA NLTAIR2 PIRHN EGSROR APPROVED EQUIVALENT LITHONIA LIGHTING RAD1 LED P2 35K PATH MVOLT XPA NLTAIR2OR APPROVED EQUIVALENT LITHONIA LIGHTING RAD1 LED P2 35K ASY MVOLT XPAUW NOTES 1 1 OR APPROVED EQUIVALENT AXIS LIGHTING EX2R IP66 400 90 35 SO 4 x ODAOUTDOOR CANOPY LINEAR DOWNLIGHTLED16003500161120/277UNV DPXOR APPROVED EQUIVALENT 1 AXIS LIGHTING EX2R IP66 300 9 1P66 300 90 35 SO 404 xx ODBOUTDOOR CANOPY LINEAR DOWNLIGHTLED12003500121R120/277UNV DPXOR APPROVED EQUIVALENT LITHONIA LIGHTING HGX HLED 2RH ALO SWW2WW2 120 PIR OWAWALL-MOUNTED SECURITY FLOOD LIGHTLED2150400021WM120/277 OR APPROVED о EQUIVALENTED OUTDOOR EXIT LIGHT OXALED1251350010DWMLITHONIA LIGHTING WDWDGE2 LED P1 35K5K 80CRI VF MVOLTOLT SRM AWS 120/277 WITH TH COLD-WEATHER-RATED EMERGENCY BATTERY BACKUPE20WC PE E20WC PEOR APPROVED EEOUIVALENT1,2 ЕQUIVALENT SCHEDULE NOTES: 1 CONFIRM FIXTURE WITH ARCHITECT AND OWNER FIXTURE SHALL BE PROVIDED WITH INTEGRAL PHOTOCELL CONTROL AND COLD-WEATHER-RATED BATTERY, AND SHALLIS UNSWITCHED CIRCUIT Page 38 of 161 7/28/2026C1.05122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ LANDSCAPEPLANLJKSLBLJK Page 39 of 161 REF. slab ~ -1.5" slab ~ -1.0" GAS NEWOHD RECREATIONAREA ?sprinkler riser?WH STORAGE BENCH MECHANICAL WATERFOUNTAIN 8/27/2026 C1.03 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ GRADING &EROSIONCONTROLPLANEJQLJKKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 40 of 161 CITY OF FORT ATKINSON Engineering Review Comments Project: Opportunities, Inc. Recreation Area Location: 815 Jefferson Street Review Date: September 17, 2026 Reviewed By: Cory Horton, P.E. Resubmittal Reviewed: • Opportunities Civil Plans - Parish Survey & Engineering (September 4, 2026) - Existing conditions, site, grading, erosion control, utility, underground detention, notes, and details. • Stormwater Management Memorandum - Kevin Parish, P.E., Parish Survey & Engineering (September 4, 2026) - Peak discharge, TSS, HydroCAD, WinSLAMM, storm sewer, and maintenance information. • Proposed Site Plan and Grading & Erosion Control Plan - Parish Survey & Engineering (August 27, 2026). • Architectural Site Plan / Playground Layout - StrucRite, Inc. (September 3, 2026). Civil / Stormwater 1. Original Comment: Provide stormwater management calculations demonstrating compliance with the City’s peak discharge requirements for the 1-, 2-, 10-, and 100- year storm events. Resubmittal Response: The September 4 stormwater memorandum includes existing and proposed HydroCAD results for all four storm events. Proposed peak flows are 1.75, 2.03, 4.05, and 8.00 cfs, compared with existing flows of 1.88, 2.34, 4.37, and 8.03 cfs. Status: Addressed. The submitted calculations demonstrate proposed peak discharge rates at or below existing conditions. 2. Original Comment: Provide existing and proposed impervious-area totals and identify the net increase in impervious area used in the stormwater analysis. Resubmittal Response: The HydroCAD and WinSLAMM materials provide drainage- area and surface-area inputs, including 1.445 acres modeled for peak flow and 1.306 disturbed acres modeled for TSS. Status: Addressed. The provided information shows the inputs and the stormwater analysis shows the required rate and TSS control. 3. Original Comment: Clarify how the synthetic turf and playground surfacing are modeled and provide construction and drainage details for these areas. Resubmittal Response: Synthetic turf is now modeled as impervious, and the Page 41 of 161 architectural exhibit identifies the turf locations. Final surfacing sections and complete drainage details were not provided. Status: Adressed. The calculations now consider the imperviousness of the synthetic turf. 4. Original Comment: Submit complete HydroCAD and WinSLAMM calculations and the native electronic model files for review. Resubmittal Response: The resubmittal includes expanded HydroCAD and WinSLAMM input and output reports and documents 63.46% TSS reduction. Native electronic model files were not included. Status: Partially addressed. Submit the native electronic HydroCAD and WinSLAMM model files. 5. Original Comment: Provide a storm sewer drainage map, drainage areas, pipe sizing, and inlet-capacity calculations for the proposed collection system. Resubmittal Response: A storm sewer drainage map and revised sizing worksheet are provided, including drainage areas and 10- and 100-year pipe-capacity checks. Supporting inlet-capacity and bypass calculations were not provided. Status: Partially addressed. Provide inlet-capacity calculations for each proposed inlet or catch basin and identify the contributing area, design flow, bypass flow, and downstream routing for each structure. 6. Original Comment: Identify and document the emergency overflow route for the 100-year storm event, including elevations, freeboard, and protection of buildings and adjoining properties. Resubmittal Response: The plans show proposed drainage patterns and the underground detention system, but the emergency overflow route is not clearly labeled or profiled. Status: Partially addressed. Identify and profile the 100-year emergency overflow route, provide controlling elevations and freeboard, and confirm that overflow will not enter buildings or adversely affect adjacent properties or public rights-of-way. 7. Original Comment: Evaluate the effect of filling the existing depressional area and verify that the downstream public storm sewer has adequate capacity for the proposed discharge. Resubmittal Response: The proposed peak discharge rates are controlled to existing rates, but the submittal does not fully document displaced depressional storage, overflow elevations, or downstream system capacity and tailwater conditions. Status: Partially addressed. Provide an existing-versus-proposed storage comparison for the depression, document displaced storage and overflow Page 42 of 161 elevations, and provide downstream capacity or tailwater verification for the proposed connection. 8. Original Comment: Provide a stormwater operation and maintenance plan and, if required by the City, a recordable maintenance agreement identifying inspection, maintenance, documentation, and responsible-party requirements. Resubmittal Response: An operation and maintenance plan is included. The plan references the “City of Mequon,” contains differing inspection frequencies, and does not clearly identify the responsible owner/contact or include an inspection log. Status: Partially addressed. Replace “City of Mequon” with “City of Fort Atkinson,” reconcile the semiannual system inspection with the three-month isolator-row inspection, identify the responsible owner/contact, provide an inspection and maintenance log, and submit a recordable agreement if required. 9. NEW Comment: Show the actual type and layout of the proposed stormwater management system on the erosion control plan and provide inlet protection at all proposed inlets. Site Plan / Transportation 10. Original Comment: Revise and document the Clarence Street driveway configuration, including apron geometry, grades, right-of-way tie-ins, and applicable City details. Resubmittal Response: The driveway configuration has been revised and proposed pavement geometry is shown. Final confirmation of apron limits, grades, existing roadway tie-ins, and the City-standard detail remains outstanding. Status: Partially addressed. Confirm that apron limits and grades match existing roadway and right-of-way conditions and provide the applicable City-standard driveway/apron detail. 11. Original Comment: Clarify internal vehicle circulation, address dead-end parking and opposing movements, provide design-vehicle turning movements, and identify signage, pavement markings, and snow-storage locations. Resubmittal Response: The revised plans clarify parking, drive aisles, gates, and drop-off circulation; however, dead-end parking areas and potential opposing movements remain, and turning exhibits and snow-storage areas are not shown. Status: Partially addressed. Provide turning-movement exhibits for the design vehicle, add directional pavement markings and signs as appropriate, and identify snow-storage areas that do not obstruct parking, accessible routes, drainage, or sight lines. Page 43 of 161 12. Original Comment: Reconcile proposed building and site elevations with existing topography and coordinate finished-floor elevations between the civil and architectural plans. Resubmittal Response: The revised civil plans use elevations consistent with the site topography. Status: Addressed. Accessibility 14. Original Comment: Provide complete accessible-route information from accessible parking spaces to building entrances and recreation areas, including widths, running slopes, cross slopes, spot grades, and curb-ramp details. Resubmittal Response: Accessible parking and route alignments are shown, but sufficient grading, slope, width, and curb-ramp information is not provided to verify compliance. Status: Partially addressed. Add complete accessible-route design information from the accessible stalls to each building entrance and recreation area. 15. Original Comment: Provide a clear accessible pedestrian connection from the western parking area to the buildings and recreation area and coordinate the connection between the civil and architectural plans. Resubmittal Response: The architectural site plan shows internal walkways, but the civil plans do not clearly demonstrate or dimension an accessible connection from the western parking area. Status: Partially addressed. Add and dimension the accessible pedestrian connection and coordinate it across the civil and architectural plan sets. 16. Original Comment: Provide sidewalk along the Jefferson Street frontage, including grades, curb ramps, and connections to the on-site accessible route, or document City approval of an alternate treatment or waiver. Resubmittal Response: A Jefferson Street frontage sidewalk or documentation of an approved alternate treatment or waiver was not provided. Status: Not addressed. Provide the sidewalk and associated accessibility details, or submit documentation of City approval for an alternate treatment or waiver. Utilities 16. Original Comment: Obtain applicable City permits for work in the public right-of- way and clearly distinguish public and private improvements, restoration limits, and applicable City-standard details. Resubmittal Response: The revised plans show utility and site work, but permit status, public/private limits, restoration limits, and all applicable City-standard Page 44 of 161 details are not fully documented. Status: Open. Obtain the required permits and provide the outstanding limits and details on the final plans. General 21. Original Comment: Submit a written response to each review comment, highlight all plan changes, and provide revised plans and supporting calculations for final review. Resubmittal Response: Revised civil plans and stormwater materials were submitted and reviewed; several comments remain open or partially addressed. Status: Partially addressed. Provide a response letter and revised final plan set addressing each remaining comment. Highlight all changes and include revised supporting calculations and native stormwater model files. Additional comments may be generated upon review of the next resubmittal. Page 45 of 161 pse PARISH SURVEY & ENGINEERING 122 Wisconsin St ♦ West Bend, Wisconsin 53095 Phone (262) 346-7800 ♦ www.parishse.com To: City of Fort Atkinson Attn: Zach Navin 101 N Main Street Fort Atkinson, WI 53538 From: Parish Survey & Engineering Attn: Kevin Parish, PE 122 Wisconsin Street West Bend, WI 53095 Re: Opportunities Inc. Recreation Area Stormwater Management 815 Jefferson St, Fort Atkinson, 53538 Date: September 4, 2026 This memorandum summarizes the management of run-off from the proposed Recreation and parking area, located at 815 Jefferson St. in the City of Fort Atkinson. The following information is included to provide further details related to the run-off and sizing calculations: Attachment A – Existing Conditions Drainage Map & HydroCAD Calculations Attachment B – Proposed Conditions Drainage Map & HydroCAD Calculations Attachment C – TSS Reduction Calculations Attachment D – Storm Sewer Sizing Calculations Attachment E – Stormwater Maintenance Plan Design Standards The proposed project will be subject to the City of Fort Atkinson’s stormwater requirements found in Chapter 18, Article V of the Code of Ordinances. Peak Discharge Due to the increase in impervious area, the City of Fort Atkinson is requesting that proposed peak flow rates for the 2, 10 and 100-year events match the existing peak flow rates. Since the site will also disturb more than 1 acre, the site will also match the peak flow rate for the 1-year event to comply with DNR requirements. Total Suspended Solids (TSS) This project is classified as a redevelopment since the proposed project will replace existing development. Per Chapter 18, Article V, the site is to reduce the total suspended solids load by 40 percent for redevelopment. Infiltration The site is a redevelopment and is therefore exempt from infiltration requirements Page 46 of 161 pse PARISH SURVEY & ENGINEERING Proposed Conditions An ADS Underground Detention System will be used to manage the majority of the site. There is some uncontrolled runoff to the existing storm sewer system on the property, as well as some runoff to Jefferson Street and Clarence Street. Summary of Results Peak Discharge Below is a table summarizing the peak flow rates for the overall site: Table 1: Water Quantity Results Storm Event Existing Peak Flow Rate (cfs) Proposed Peak Flow Rate (cfs) 1-Year 1.88 1.75 2-Year 2.34 2.03 10-Year 4.37 4.05 100-Year 8.03 8.00 Calculations can be found for the existing conditions in Attachment A and the calculations for the proposed conditions can be found in Attachment B. Total Suspended Solids (TSS) Below is a summary of the TSS reduction calculations for the site: Table 2: TSS Reduction Summary Area Total Influent Load (lbs) Total Effluent Load (lbs) TSS Reduction Site Disturbed Total (1.306 acres) 619.6 226.4 63.46% Calculations for TSS reduction can be found in Attachment C. Conclusion The site meets the 40% TSS reduction requirement. The Storm sewer was designed to handle the 10-year storm and is shown in attachment E. If there are any questions or if additional information is needed, please contact me via email at kparish@parishse.com or by phone at (262) 346-7800. Respectfully Submitted K e v i n P a r i s h , P . E . F N : S R - 6 5 - 2 6 Page 47 of 161 9/4/2026 SWM-1 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SWM REPORTOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ EXISTINGDRAINAGEMAPJDRLJKKJP Page 48 of 161 Existing Conditions Table of ContentsOpportunities Inc Printed 9/4/2026Prepared by PSE HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing 1-Year Event 3 Subcat E1: To 6" Culvert 4 Subcat E1a: To Internal Kettle 5 Subcat E2: To Jefferson St 6 Subcat E3: To Clarence St 7 Pond 1P: Internal Kettle 9 Link E: Existing Total 2-Year Event 10 Subcat E1: To 6" Culvert 11 Subcat E1a: To Internal Kettle 12 Subcat E2: To Jefferson St 13 Subcat E3: To Clarence St 14 Pond 1P: Internal Kettle 16 Link E: Existing Total 10-Year Event 17 Subcat E1: To 6" Culvert 18 Subcat E1a: To Internal Kettle 19 Subcat E2: To Jefferson St 20 Subcat E3: To Clarence St 21 Pond 1P: Internal Kettle 23 Link E: Existing Total 100-Year Event 24 Subcat E1: To 6" Culvert 25 Subcat E1a: To Internal Kettle 26 Subcat E2: To Jefferson St 27 Subcat E3: To Clarence St 28 Pond 1P: Internal Kettle 30 Link E: Existing Total Multi-Event Tables 31 Subcat E1: To 6" Culvert 32 Subcat E1a: To Internal Kettle 33 Subcat E2: To Jefferson St 34 Subcat E3: To Clarence St 35 Pond 1P: Internal Kettle 36 Link E: Existing Total Page 49 of 161 E1 To 6" Culvert E1a To Internal Kettle E2 To Jefferson St E3 To Clarence St 1P Internal Kettle E Existing Total Routing Diagram for Opportunities Inc Prepared by PSE, Printed 9/4/2026 HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 50 of 161 Existing Conditions Opportunities Inc Printed 9/4/2026Prepared by PSE Page 2HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 1-Year MSE 24-hr 3 Default 24.00 1 2.46 2 2 2-Year MSE 24-hr 3 Default 24.00 1 2.79 2 3 10-Year MSE 24-hr 3 Default 24.00 1 3.93 2 4 100-Year MSE 24-hr 3 Default 24.00 1 6.19 2 Page 51 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 3HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1: To 6" Culvert Runoff = 1.21 cfs @ 12.23 hrs, Volume= 0.072 af, Depth> 1.15" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.048 98 Existing Roof * 0.257 98 Existing Asphalt/Concrete * 0.081 96 Existing Gravel 0.366 74 >75% Grass cover, Good, HSG C 0.752 86 Weighted Average 0.447 59.44% Pervious Area 0.305 40.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 100 0.0110 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.6 59 0.0136 1.75 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 13.9 159 Total Subcatchment E1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 1-Year Rainfall=2.46" Runoff Area=0.752 ac Runoff Volume=0.072 af Runoff Depth>1.15" Flow Length=159' Tc=13.9 min CN=86 1.21 cfs Page 52 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 4HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1a: To Internal Kettle Runoff = 0.17 cfs @ 12.15 hrs, Volume= 0.008 af, Depth> 0.55" Routed to Pond 1P : Internal Kettle Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description 0.179 74 >75% Grass cover, Good, HSG C 0.179 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 57 0.0175 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E1a: To Internal Kettle Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.19 0.18 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 1-Year Rainfall=2.46" Runoff Area=0.179 ac Runoff Volume=0.008 af Runoff Depth>0.55" Flow Length=57' Slope=0.0175 '/' Tc=7.0 min CN=74 0.17 cfs Page 53 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 5HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E2: To Jefferson St Runoff = 0.60 cfs @ 12.15 hrs, Volume= 0.029 af, Depth> 1.51" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.045 98 Existing Roof * 0.122 98 Existing Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.230 91 Weighted Average 0.063 27.39% Pervious Area 0.167 72.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.6 75 0.0255 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 1-Year Rainfall=2.46" Runoff Area=0.230 ac Runoff Volume=0.029 af Runoff Depth>1.51" Flow Length=75' Slope=0.0255 '/' Tc=7.6 min CN=91 0.60 cfs Page 54 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 6HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E3: To Clarence St Runoff = 0.22 cfs @ 12.24 hrs, Volume= 0.014 af, Depth> 0.59" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.010 98 Existing Roof * 0.007 96 Existing Gravel 0.267 74 >75% Grass cover, Good, HSG C 0.284 75 Weighted Average 0.274 96.48% Pervious Area 0.010 3.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.4 96 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.24 0.23 0.22 0.21 0.2 0.19 0.18 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 1-Year Rainfall=2.46" Runoff Area=0.284 ac Runoff Volume=0.014 af Runoff Depth>0.59" Flow Length=96' Slope=0.0100 '/' Tc=13.4 min CN=75 0.22 cfs Page 55 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 7HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond 1P: Internal Kettle Inflow Area = 0.179 ac, 0.00% Impervious, Inflow Depth > 0.55" for 1-Year event Inflow = 0.17 cfs @ 12.15 hrs, Volume= 0.008 af Outflow = 0.05 cfs @ 12.46 hrs, Volume= 0.005 af, Atten= 72%, L ag= 18.5 min Primary = 0.05 cfs @ 12.46 hrs, Volume= 0.005 af Routed to Link E : Existing Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 787.47' @ 12.46 hrs Surf.Area= 569 sf Storage= 145 cf Plug-Flow detention time= 125.1 min calculated for 0.005 af (63% of inflow) Center-of-Mass det. time= 54.1 min ( 867.2 - 813.1 ) Volume Invert Avail.Storage Storage Description #1 787.04' 171 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 787.04 1 0 0 787.55 670 171 171 Device Routing Invert Outlet Devices #1 Primary 787.42' 1.0' long + 10.0 '/' SideZ x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=0.05 cfs @ 12.46 hrs HW=787.47' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.05 cfs @ 0.57 fps) Page 56 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 8HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond 1P: Internal Kettle Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.19 0.18 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 Inflow Area=0.179 ac Peak Elev=787.47' Storage=145 cf 0.17 cfs 0.05 cfs Page 57 of 161 Existing Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 9HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link E: Existing Total Inflow Area = 1.445 ac, 33.36% Impervious, Inflow Depth > 1.00" for 1-Year event Inflow = 1.88 cfs @ 12.20 hrs, Volume= 0.120 af Primary = 1.88 cfs @ 12.20 hrs, Volume= 0.120 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link E: Existing Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 2 1 0 Inflow Area=1.445 ac 1.88 cfs 1.88 cfs Page 58 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 10HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1: To 6" Culvert Runoff = 1.49 cfs @ 12.22 hrs, Volume= 0.089 af, Depth> 1.42" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.048 98 Existing Roof * 0.257 98 Existing Asphalt/Concrete * 0.081 96 Existing Gravel 0.366 74 >75% Grass cover, Good, HSG C 0.752 86 Weighted Average 0.447 59.44% Pervious Area 0.305 40.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 100 0.0110 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.6 59 0.0136 1.75 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 13.9 159 Total Subcatchment E1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.752 ac Runoff Volume=0.089 af Runoff Depth>1.42" Flow Length=159' Tc=13.9 min CN=86 1.49 cfs Page 59 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 11HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1a: To Internal Kettle Runoff = 0.23 cfs @ 12.15 hrs, Volume= 0.011 af, Depth> 0.73" Routed to Pond 1P : Internal Kettle Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description 0.179 74 >75% Grass cover, Good, HSG C 0.179 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 57 0.0175 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E1a: To Internal Kettle Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.26 0.25 0.24 0.23 0.22 0.21 0.2 0.19 0.18 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 2-Year Rainfall=2.79" Runoff Area=0.179 ac Runoff Volume=0.011 af Runoff Depth>0.73" Flow Length=57' Slope=0.0175 '/' Tc=7.0 min CN=74 0.23 cfs Page 60 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 12HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E2: To Jefferson St Runoff = 0.71 cfs @ 12.15 hrs, Volume= 0.035 af, Depth> 1.81" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.045 98 Existing Roof * 0.122 98 Existing Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.230 91 Weighted Average 0.063 27.39% Pervious Area 0.167 72.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.6 75 0.0255 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.230 ac Runoff Volume=0.035 af Runoff Depth>1.81" Flow Length=75' Slope=0.0255 '/' Tc=7.6 min CN=91 0.71 cfs Page 61 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 13HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E3: To Clarence St Runoff = 0.30 cfs @ 12.23 hrs, Volume= 0.018 af, Depth> 0.78" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.010 98 Existing Roof * 0.007 96 Existing Gravel 0.267 74 >75% Grass cover, Good, HSG C 0.284 75 Weighted Average 0.274 96.48% Pervious Area 0.010 3.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.4 96 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.284 ac Runoff Volume=0.018 af Runoff Depth>0.78" Flow Length=96' Slope=0.0100 '/' Tc=13.4 min CN=75 0.30 cfs Page 62 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 14HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond 1P: Internal Kettle Inflow Area = 0.179 ac, 0.00% Impervious, Inflow Depth > 0.73" for 2-Year event Inflow = 0.23 cfs @ 12.15 hrs, Volume= 0.011 af Outflow = 0.11 cfs @ 12.30 hrs, Volume= 0.008 af, Atten= 52%, L ag= 8.7 min Primary = 0.11 cfs @ 12.30 hrs, Volume= 0.008 af Routed to Link E : Existing Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 787.51' @ 12.30 hrs Surf.Area= 611 sf Storage= 156 cf Plug-Flow detention time= 97.1 min calculated for 0.008 af (72% of inflow) Center-of-Mass det. time= 36.2 min ( 843.7 - 807.6 ) Volume Invert Avail.Storage Storage Description #1 787.04' 171 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 787.04 1 0 0 787.55 670 171 171 Device Routing Invert Outlet Devices #1 Primary 787.42' 1.0' long + 10.0 '/' SideZ x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=0.11 cfs @ 12.30 hrs HW=787.50' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.11 cfs @ 0.71 fps) Page 63 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 15HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond 1P: Internal Kettle Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.179 ac Peak Elev=787.51' Storage=156 cf 0.23 cfs 0.11 cfs Page 64 of 161 Existing Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 16HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link E: Existing Total Inflow Area = 1.445 ac, 33.36% Impervious, Inflow Depth > 1.24" for 2-Year event Inflow = 2.34 cfs @ 12.21 hrs, Volume= 0.150 af Primary = 2.34 cfs @ 12.21 hrs, Volume= 0.150 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link E: Existing Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 2 1 0 Inflow Area=1.445 ac 2.34 cfs 2.34 cfs Page 65 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 17HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1: To 6" Culvert Runoff = 2.47 cfs @ 12.22 hrs, Volume= 0.149 af, Depth> 2.38" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.048 98 Existing Roof * 0.257 98 Existing Asphalt/Concrete * 0.081 96 Existing Gravel 0.366 74 >75% Grass cover, Good, HSG C 0.752 86 Weighted Average 0.447 59.44% Pervious Area 0.305 40.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 100 0.0110 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.6 59 0.0136 1.75 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 13.9 159 Total Subcatchment E1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 2 1 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.752 ac Runoff Volume=0.149 af Runoff Depth>2.38" Flow Length=159' Tc=13.9 min CN=86 2.47 cfs Page 66 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 18HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1a: To Internal Kettle Runoff = 0.48 cfs @ 12.15 hrs, Volume= 0.022 af, Depth> 1.47" Routed to Pond 1P : Internal Kettle Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description 0.179 74 >75% Grass cover, Good, HSG C 0.179 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 57 0.0175 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E1a: To Internal Kettle Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.179 ac Runoff Volume=0.022 af Runoff Depth>1.47" Flow Length=57' Slope=0.0175 '/' Tc=7.0 min CN=74 0.48 cfs Page 67 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 19HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E2: To Jefferson St Runoff = 1.09 cfs @ 12.15 hrs, Volume= 0.055 af, Depth> 2.85" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.045 98 Existing Roof * 0.122 98 Existing Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.230 91 Weighted Average 0.063 27.39% Pervious Area 0.167 72.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.6 75 0.0255 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.230 ac Runoff Volume=0.055 af Runoff Depth>2.85" Flow Length=75' Slope=0.0255 '/' Tc=7.6 min CN=91 1.09 cfs Page 68 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 20HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E3: To Clarence St Runoff = 0.62 cfs @ 12.22 hrs, Volume= 0.036 af, Depth> 1.53" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.010 98 Existing Roof * 0.007 96 Existing Gravel 0.267 74 >75% Grass cover, Good, HSG C 0.284 75 Weighted Average 0.274 96.48% Pervious Area 0.010 3.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.4 96 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.284 ac Runoff Volume=0.036 af Runoff Depth>1.53" Flow Length=96' Slope=0.0100 '/' Tc=13.4 min CN=75 0.62 cfs Page 69 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 21HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond 1P: Internal Kettle [93] Warning: Storage range exceeded by 0.07' [88] Warning: Qout>Qin may require smaller dt or Finer Routing Inflow Area = 0.179 ac, 0.00% Impervious, Inflow Depth > 1.47" for 10-Year event Inflow = 0.48 cfs @ 12.15 hrs, Volume= 0.022 af Outflow = 0.61 cfs @ 12.15 hrs, Volume= 0.019 af, Atten= 0%, La g= 0.2 min Primary = 0.61 cfs @ 12.15 hrs, Volume= 0.019 af Routed to Link E : Existing Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 787.62' @ 12.15 hrs Surf.Area= 670 sf Storage= 171 cf Plug-Flow detention time= 56.5 min calculated for 0.019 af (86% of inflow) Center-of-Mass det. time= 16.5 min ( 811.9 - 795.4 ) Volume Invert Avail.Storage Storage Description #1 787.04' 171 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 787.04 1 0 0 787.55 670 171 171 Device Routing Invert Outlet Devices #1 Primary 787.42' 1.0' long + 10.0 '/' SideZ x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=0.61 cfs @ 12.15 hrs HW=787.62' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.61 cfs @ 1.04 fps) Page 70 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 22HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond 1P: Internal Kettle Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.179 ac Peak Elev=787.62' Storage=171 cf 0.48 cfs 0.61 cfs Page 71 of 161 Existing Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 23HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link E: Existing Total Inflow Area = 1.445 ac, 33.36% Impervious, Inflow Depth > 2.15" for 10-Year event Inflow = 4.37 cfs @ 12.17 hrs, Volume= 0.259 af Primary = 4.37 cfs @ 12.17 hrs, Volume= 0.259 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link E: Existing Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 4 3 2 1 0 Inflow Area=1.445 ac 4.37 cfs 4.37 cfs Page 72 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 24HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1: To 6" Culvert Runoff = 4.46 cfs @ 12.22 hrs, Volume= 0.277 af, Depth> 4.42" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.048 98 Existing Roof * 0.257 98 Existing Asphalt/Concrete * 0.081 96 Existing Gravel 0.366 74 >75% Grass cover, Good, HSG C 0.752 86 Weighted Average 0.447 59.44% Pervious Area 0.305 40.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.3 100 0.0110 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.6 59 0.0136 1.75 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 13.9 159 Total Subcatchment E1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.752 ac Runoff Volume=0.277 af Runoff Depth>4.42" Flow Length=159' Tc=13.9 min CN=86 4.46 cfs Page 73 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 25HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E1a: To Internal Kettle Runoff = 1.04 cfs @ 12.14 hrs, Volume= 0.048 af, Depth> 3.20" Routed to Pond 1P : Internal Kettle Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description 0.179 74 >75% Grass cover, Good, HSG C 0.179 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 57 0.0175 0.13 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E1a: To Internal Kettle Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.179 ac Runoff Volume=0.048 af Runoff Depth>3.20" Flow Length=57' Slope=0.0175 '/' Tc=7.0 min CN=74 1.04 cfs Page 74 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 26HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E2: To Jefferson St Runoff = 1.84 cfs @ 12.15 hrs, Volume= 0.095 af, Depth> 4.98" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.045 98 Existing Roof * 0.122 98 Existing Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.230 91 Weighted Average 0.063 27.39% Pervious Area 0.167 72.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.6 75 0.0255 0.17 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 2 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.230 ac Runoff Volume=0.095 af Runoff Depth>4.98" Flow Length=75' Slope=0.0255 '/' Tc=7.6 min CN=91 1.84 cfs Page 75 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 27HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment E3: To Clarence St Runoff = 1.33 cfs @ 12.22 hrs, Volume= 0.078 af, Depth> 3.30" Routed to Link E : Existing Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.010 98 Existing Roof * 0.007 96 Existing Gravel 0.267 74 >75% Grass cover, Good, HSG C 0.284 75 Weighted Average 0.274 96.48% Pervious Area 0.010 3.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.4 96 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" Subcatchment E3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.284 ac Runoff Volume=0.078 af Runoff Depth>3.30" Flow Length=96' Slope=0.0100 '/' Tc=13.4 min CN=75 1.33 cfs Page 76 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 28HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond 1P: Internal Kettle [93] Warning: Storage range exceeded by 0.12' Inflow Area = 0.179 ac, 0.00% Impervious, Inflow Depth > 3.20" for 100-Year event Inflow = 1.04 cfs @ 12.14 hrs, Volume= 0.048 af Outflow = 1.02 cfs @ 12.14 hrs, Volume= 0.045 af, Atten= 2%, La g= 0.0 min Primary = 1.02 cfs @ 12.14 hrs, Volume= 0.045 af Routed to Link E : Existing Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 787.67' @ 12.14 hrs Surf.Area= 670 sf Storage= 171 cf Plug-Flow detention time= 31.2 min calculated for 0.045 af (93% of inflow) Center-of-Mass det. time= 9.5 min ( 792.0 - 782.6 ) Volume Invert Avail.Storage Storage Description #1 787.04' 171 cf Custom Stage Data (Prismatic) Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 787.04 1 0 0 787.55 670 171 171 Device Routing Invert Outlet Devices #1 Primary 787.42' 1.0' long + 10.0 '/' SideZ x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=1.00 cfs @ 12.14 hrs HW=787.67' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 1.00 cfs @ 1.15 fps) Page 77 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 29HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond 1P: Internal Kettle Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 Inflow Area=0.179 ac Peak Elev=787.67' Storage=171 cf 1.04 cfs 1.02 cfs Page 78 of 161 Existing Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 30HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link E: Existing Total Inflow Area = 1.445 ac, 33.36% Impervious, Inflow Depth > 4.11" for 100-Year event Inflow = 8.03 cfs @ 12.19 hrs, Volume= 0.495 af Primary = 8.03 cfs @ 12.19 hrs, Volume= 0.495 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link E: Existing Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 8 7 6 5 4 3 2 1 0 Inflow Area=1.445 ac 8.03 cfs 8.03 cfs Page 79 of 161 Existing Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 31HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment E1: To 6" Culvert Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 1.21 0.072 2-Year 2.79 1.49 0.089 10-Year 3.93 2.47 0.149 100-Year 6.19 4.46 0.277 Page 80 of 161 Existing Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 32HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment E1a: To Internal Kettle Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 0.17 0.008 2-Year 2.79 0.23 0.011 10-Year 3.93 0.48 0.022 100-Year 6.19 1.04 0.048 Page 81 of 161 Existing Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 33HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment E2: To Jefferson St Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 0.60 0.029 2-Year 2.79 0.71 0.035 10-Year 3.93 1.09 0.055 100-Year 6.19 1.84 0.095 Page 82 of 161 Existing Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 34HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment E3: To Clarence St Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 0.22 0.014 2-Year 2.79 0.30 0.018 10-Year 3.93 0.62 0.036 100-Year 6.19 1.33 0.078 Page 83 of 161 Existing Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 35HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Pond 1P: Internal Kettle Event Inflow (cfs) Primary (cfs) Elevation (feet) Storage (cubic-feet) 1-Year 0.17 0.05 787.47 145 2-Year 0.23 0.11 787.51 156 10-Year 0.48 0.61 787.62 171 100-Year 1.04 1.02 787.67 171 Page 84 of 161 Existing Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 36HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Link E: Existing Total Event Inflow (cfs) Primary (cfs) Volume (acre-feet) 1-Year 1.88 1.88 0.120 2-Year 2.34 2.34 0.150 10-Year 4.37 4.37 0.259 100-Year 8.03 8.03 0.495 Page 85 of 161 NORTH 72°25'55" WEST 251.05' NORTH 17°32'36" EAST 485.86' SOUTH 22°14'26" WEST 511.67' 9/4/2026 SWM-2 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SWM REPORTOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ PROPOSEDDRAINAGEMAPEJQLJKKJP Page 86 of 161 P1 To 6" Culvert P1a To Underground Detention P2 To Jefferson StP3 To Clarence St UD Underground Detention P Proposed Total Routing Diagram for Opportunities Inc Prepared by PSE, Printed 9/4/2026 HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Subcat Reach Pond Link Page 87 of 161 Proposed Conditions Opportunities Inc Printed 9/4/2026Prepared by PSE Page 2HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 1-Year MSE 24-hr 3 Default 24.00 1 2.46 2 2 2-Year MSE 24-hr 3 Default 24.00 1 2.79 2 3 10-Year MSE 24-hr 3 Default 24.00 1 3.93 2 4 100-Year MSE 24-hr 3 Default 24.00 1 6.19 2 Page 88 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 3HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1: To 6" Culvert Runoff = 0.44 cfs @ 12.19 hrs, Volume= 0.024 af, Depth> 1.22" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.008 98 Proposed Sidewalk * 0.122 98 Existing Asphalt/Concrete 0.104 74 >75% Grass cover, Good, HSG C 0.234 87 Weighted Average 0.104 44.44% Pervious Area 0.130 55.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 92 0.0220 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 1.4 135 0.0113 1.59 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 10.8 227 Total Subcatchment P1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.48 0.46 0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 1-Year Rainfall=2.46" Runoff Area=0.234 ac Runoff Volume=0.024 af Runoff Depth>1.22" Flow Length=227' Tc=10.8 min CN=87 0.44 cfs Page 89 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 4HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1a: To Underground Detention Runoff = 3.26 cfs @ 12.13 hrs, Volume= 0.168 af, Depth> 2.16" Routed to Pond UD : Underground Detention Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.057 98 Existing Building * 0.168 98 Proposed Concrete * 0.400 98 Proposed parking lots * 0.312 98 Proposed Artificial Turf 0.937 98 Weighted Average 0.937 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P1a: To Underground Detention Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 3 2 1 0 MSE 24-hr 3 1-Year Rainfall=2.46" Runoff Area=0.937 ac Runoff Volume=0.168 af Runoff Depth>2.16" Tc=6.0 min CN=98 3.26 cfs Page 90 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 5HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P2: To Jefferson St Runoff = 0.43 cfs @ 12.13 hrs, Volume= 0.020 af, Depth> 1.36" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.045 98 Existing Roof * 0.064 98 Proposed Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.172 89 Weighted Average 0.063 36.63% Pervious Area 0.109 63.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.48 0.46 0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 1-Year Rainfall=2.46" Runoff Area=0.172 ac Runoff Volume=0.020 af Runoff Depth>1.36" Tc=6.0 min CN=89 0.43 cfs Page 91 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 6HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P3: To Clarence St Runoff = 0.07 cfs @ 12.26 hrs, Volume= 0.005 af, Depth> 0.59" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 1-Year Rainfall=2.46" Area (ac) CN Description * 0.006 98 Proposed Asphalt 0.096 74 >75% Grass cover, Good, HSG C 0.102 75 Weighted Average 0.096 94.12% Pervious Area 0.006 5.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0080 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.3 25 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 15.4 125 Total Subcatchment P3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 MSE 24-hr 3 1-Year Rainfall=2.46" Runoff Area=0.102 ac Runoff Volume=0.005 af Runoff Depth>0.59" Flow Length=125' Tc=15.4 min CN=75 0.07 cfs Page 92 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 7HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond UD: Underground Detention [82] Warning: Early inflow requires earlier time span Inflow Area = 0.937 ac,100.00% Impervious, Inflow Depth > 2.16" for 1-Year event Inflow = 3.26 cfs @ 12.13 hrs, Volume= 0.168 af Outflow = 0.96 cfs @ 12.31 hrs, Volume= 0.151 af, Atten= 70%, L ag= 11.0 min Discarded = 0.00 cfs @ 12.31 hrs, Volume= 0.003 af Primary = 0.96 cfs @ 12.31 hrs, Volume= 0.148 af Routed to Link P : Proposed Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 784.72' @ 12.31 hrs Surf.Area= 0.059 ac Storage= 0.074 af Plug-Flow detention time= 86.0 min calculated for 0.151 af (90% of inflow) Center-of-Mass det. time= 56.0 min ( 798.0 - 742.0 ) Volume Invert Avail.Storage Storage Description #1A 782.94' 0.054 af 42.25'W x 60.70'L x 3.75'H Field A 0.221 af Overall - 0.085 af Embedded = 0.136 af x 40.0% Voids #2A 783.44' 0.085 af ADS_StormTech SC-800 +Cap x 72 Inside #1 Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap 72 Chambers in 9 Rows Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 0.139 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 782.94' 0.040 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 775.00' #2 Primary 783.44' 12.0" Round 12" Outlet Pipe L= 71.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 783.44' / 783.20' S= 0.0034 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf #3 Device 2 783.44' 6.0" Vert. Orifice 1 C= 0.600 Limited to weir flow at low heads #4 Device 2 785.00' 6.0" Vert. Orifice 2 X 3.00 C= 0.600 Limited to weir flow at low heads #5 Device 2 786.25' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Discarded OutFlow Max=0.00 cfs @ 12.31 hrs HW=784.72' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.96 cfs @ 12.31 hrs HW=784.72' (Free Discharge) 2=12" Outlet Pipe (Passes 0.96 cfs of 2.48 cfs potential flow) 3=Orifice 1 (Orifice Controls 0.96 cfs @ 4.89 fps) 4=Orifice 2 ( Controls 0.00 cfs) 5=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) Page 93 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 8HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention - Chamber Wizard Field A Chamber Model = ADS_StormTech SC-800 +Cap (ADS StormTech® SC-800 with cap volume) Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 51.0" Wide + 3.0" Spacing = 54.0" C-C Row Spacing 8 Chambers/Row x 7.12' Long +0.88' Cap Length x 2 = 58.70' Row Length +12.0" End Stone x 2 = 60.70' Base Length 9 Rows x 51.0" Wide + 3.0" Spacing x 8 + 12.0" Side Stone x 2 = 42.25' Base Width 6.0" Stone Base + 33.0" Chamber Height + 6.0" Stone Cover = 3.75' Field Height 72 Chambers x 50.6 cf + 3.4 cf Cap Volume x 2 x 9 Rows = 3,704.2 cf Chamber Storage 9,617.2 cf Field - 3,704.2 cf Chambers = 5,913.0 cf Stone x 40.0% Voids = 2,365.2 cf Stone Storage Chamber Storage + Stone Storage = 6,069.4 cf = 0.139 af Overall Storage Efficiency = 63.1% Overall System Size = 60.70' x 42.25' x 3.75' 72 Chambers 356.2 cy Field 219.0 cy Stone Page 94 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 9HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention Inflow Outflow Discarded Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 3 2 1 0 Inflow Area=0.937 ac Peak Elev=784.72' Storage=0.074 af 3.26 cfs 0.96 cfs 0.00 cfs 0.96 cfs Page 95 of 161 Proposed Conditions MSE 24-hr 3 1-Year Rainfall=2.46"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 10HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link P: Proposed Total Inflow Area = 1.445 ac, 81.80% Impervious, Inflow Depth > 1.63" for 1-Year event Inflow = 1.75 cfs @ 12.17 hrs, Volume= 0.197 af Primary = 1.75 cfs @ 12.17 hrs, Volume= 0.197 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link P: Proposed Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 Inflow Area=1.445 ac 1.75 cfs 1.75 cfs Page 96 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 11HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1: To 6" Culvert Runoff = 0.54 cfs @ 12.19 hrs, Volume= 0.029 af, Depth> 1.49" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.008 98 Proposed Sidewalk * 0.122 98 Existing Asphalt/Concrete 0.104 74 >75% Grass cover, Good, HSG C 0.234 87 Weighted Average 0.104 44.44% Pervious Area 0.130 55.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 92 0.0220 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 1.4 135 0.0113 1.59 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 10.8 227 Total Subcatchment P1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.234 ac Runoff Volume=0.029 af Runoff Depth>1.49" Flow Length=227' Tc=10.8 min CN=87 0.54 cfs Page 97 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 12HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1a: To Underground Detention Runoff = 3.71 cfs @ 12.13 hrs, Volume= 0.193 af, Depth> 2.47" Routed to Pond UD : Underground Detention Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.057 98 Existing Building * 0.168 98 Proposed Concrete * 0.400 98 Proposed parking lots * 0.312 98 Proposed Artificial Turf 0.937 98 Weighted Average 0.937 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P1a: To Underground Detention Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 4 3 2 1 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.937 ac Runoff Volume=0.193 af Runoff Depth>2.47" Tc=6.0 min CN=98 3.71 cfs Page 98 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 13HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P2: To Jefferson St Runoff = 0.52 cfs @ 12.13 hrs, Volume= 0.024 af, Depth> 1.64" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.045 98 Existing Roof * 0.064 98 Proposed Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.172 89 Weighted Average 0.063 36.63% Pervious Area 0.109 63.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.172 ac Runoff Volume=0.024 af Runoff Depth>1.64" Tc=6.0 min CN=89 0.52 cfs Page 99 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 14HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P3: To Clarence St Runoff = 0.10 cfs @ 12.26 hrs, Volume= 0.007 af, Depth> 0.78" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.79" Area (ac) CN Description * 0.006 98 Proposed Asphalt 0.096 74 >75% Grass cover, Good, HSG C 0.102 75 Weighted Average 0.096 94.12% Pervious Area 0.006 5.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0080 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.3 25 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 15.4 125 Total Subcatchment P3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 MSE 24-hr 3 2-Year Rainfall=2.79" Runoff Area=0.102 ac Runoff Volume=0.007 af Runoff Depth>0.78" Flow Length=125' Tc=15.4 min CN=75 0.10 cfs Page 100 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 15HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond UD: Underground Detention [82] Warning: Early inflow requires earlier time span Inflow Area = 0.937 ac,100.00% Impervious, Inflow Depth > 2.47" for 2-Year event Inflow = 3.71 cfs @ 12.13 hrs, Volume= 0.193 af Outflow = 1.06 cfs @ 12.32 hrs, Volume= 0.176 af, Atten= 72%, L ag= 11.4 min Discarded = 0.00 cfs @ 12.32 hrs, Volume= 0.003 af Primary = 1.05 cfs @ 12.32 hrs, Volume= 0.173 af Routed to Link P : Proposed Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 784.93' @ 12.32 hrs Surf.Area= 0.059 ac Storage= 0.083 af Plug-Flow detention time= 83.7 min calculated for 0.175 af (91% of inflow) Center-of-Mass det. time= 55.7 min ( 796.2 - 740.5 ) Volume Invert Avail.Storage Storage Description #1A 782.94' 0.054 af 42.25'W x 60.70'L x 3.75'H Field A 0.221 af Overall - 0.085 af Embedded = 0.136 af x 40.0% Voids #2A 783.44' 0.085 af ADS_StormTech SC-800 +Cap x 72 Inside #1 Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap 72 Chambers in 9 Rows Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 0.139 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 782.94' 0.040 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 775.00' #2 Primary 783.44' 12.0" Round 12" Outlet Pipe L= 71.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 783.44' / 783.20' S= 0.0034 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf #3 Device 2 783.44' 6.0" Vert. Orifice 1 C= 0.600 Limited to weir flow at low heads #4 Device 2 785.00' 6.0" Vert. Orifice 2 X 3.00 C= 0.600 Limited to weir flow at low heads #5 Device 2 786.25' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Discarded OutFlow Max=0.00 cfs @ 12.32 hrs HW=784.93' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=1.05 cfs @ 12.32 hrs HW=784.93' (Free Discharge) 2=12" Outlet Pipe (Passes 1.05 cfs of 2.76 cfs potential flow) 3=Orifice 1 (Orifice Controls 1.05 cfs @ 5.36 fps) 4=Orifice 2 ( Controls 0.00 cfs) 5=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) Page 101 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 16HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention - Chamber Wizard Field A Chamber Model = ADS_StormTech SC-800 +Cap (ADS StormTech® SC-800 with cap volume) Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 51.0" Wide + 3.0" Spacing = 54.0" C-C Row Spacing 8 Chambers/Row x 7.12' Long +0.88' Cap Length x 2 = 58.70' Row Length +12.0" End Stone x 2 = 60.70' Base Length 9 Rows x 51.0" Wide + 3.0" Spacing x 8 + 12.0" Side Stone x 2 = 42.25' Base Width 6.0" Stone Base + 33.0" Chamber Height + 6.0" Stone Cover = 3.75' Field Height 72 Chambers x 50.6 cf + 3.4 cf Cap Volume x 2 x 9 Rows = 3,704.2 cf Chamber Storage 9,617.2 cf Field - 3,704.2 cf Chambers = 5,913.0 cf Stone x 40.0% Voids = 2,365.2 cf Stone Storage Chamber Storage + Stone Storage = 6,069.4 cf = 0.139 af Overall Storage Efficiency = 63.1% Overall System Size = 60.70' x 42.25' x 3.75' 72 Chambers 356.2 cy Field 219.0 cy Stone Page 102 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 17HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention Inflow Outflow Discarded Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 4 3 2 1 0 Inflow Area=0.937 ac Peak Elev=784.93' Storage=0.083 af 3.71 cfs 1.06 cfs 0.00 cfs 1.05 cfs Page 103 of 161 Proposed Conditions MSE 24-hr 3 2-Year Rainfall=2.79"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 18HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link P: Proposed Total Inflow Area = 1.445 ac, 81.80% Impervious, Inflow Depth > 1.93" for 2-Year event Inflow = 2.03 cfs @ 12.17 hrs, Volume= 0.232 af Primary = 2.03 cfs @ 12.17 hrs, Volume= 0.232 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link P: Proposed Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 2 1 0 Inflow Area=1.445 ac 2.03 cfs 2.03 cfs Page 104 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 19HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1: To 6" Culvert Runoff = 0.88 cfs @ 12.19 hrs, Volume= 0.048 af, Depth> 2.47" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.008 98 Proposed Sidewalk * 0.122 98 Existing Asphalt/Concrete 0.104 74 >75% Grass cover, Good, HSG C 0.234 87 Weighted Average 0.104 44.44% Pervious Area 0.130 55.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 92 0.0220 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 1.4 135 0.0113 1.59 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 10.8 227 Total Subcatchment P1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.234 ac Runoff Volume=0.048 af Runoff Depth>2.47" Flow Length=227' Tc=10.8 min CN=87 0.88 cfs Page 105 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 20HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1a: To Underground Detention Runoff = 5.27 cfs @ 12.13 hrs, Volume= 0.278 af, Depth> 3.56" Routed to Pond UD : Underground Detention Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.057 98 Existing Building * 0.168 98 Proposed Concrete * 0.400 98 Proposed parking lots * 0.312 98 Proposed Artificial Turf 0.937 98 Weighted Average 0.937 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P1a: To Underground Detention Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.937 ac Runoff Volume=0.278 af Runoff Depth>3.56" Tc=6.0 min CN=98 5.27 cfs Page 106 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 21HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P2: To Jefferson St Runoff = 0.82 cfs @ 12.13 hrs, Volume= 0.038 af, Depth> 2.66" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.045 98 Existing Roof * 0.064 98 Proposed Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.172 89 Weighted Average 0.063 36.63% Pervious Area 0.109 63.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10-Year Rainfall=3.93" Runoff Area=0.172 ac Runoff Volume=0.038 af Runoff Depth>2.66" Tc=6.0 min CN=89 0.82 cfs Page 107 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 22HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P3: To Clarence St Runoff = 0.21 cfs @ 12.25 hrs, Volume= 0.013 af, Depth> 1.53" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=3.93" Area (ac) CN Description * 0.006 98 Proposed Asphalt 0.096 74 >75% Grass cover, Good, HSG C 0.102 75 Weighted Average 0.096 94.12% Pervious Area 0.006 5.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0080 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.3 25 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 15.4 125 Total Subcatchment P3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.23 0.22 0.21 0.2 0.19 0.18 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 10-Year Rainfall=3.93" Runoff Area=0.102 ac Runoff Volume=0.013 af Runoff Depth>1.53" Flow Length=125' Tc=15.4 min CN=75 0.21 cfs Page 108 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 23HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond UD: Underground Detention [82] Warning: Early inflow requires earlier time span Inflow Area = 0.937 ac,100.00% Impervious, Inflow Depth > 3.56" for 10-Year event Inflow = 5.27 cfs @ 12.13 hrs, Volume= 0.278 af Outflow = 2.54 cfs @ 12.24 hrs, Volume= 0.260 af, Atten= 52%, L ag= 6.7 min Discarded = 0.00 cfs @ 12.24 hrs, Volume= 0.003 af Primary = 2.54 cfs @ 12.24 hrs, Volume= 0.256 af Routed to Link P : Proposed Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 785.45' @ 12.24 hrs Surf.Area= 0.059 ac Storage= 0.104 af Plug-Flow detention time= 73.2 min calculated for 0.259 af (93% of inflow) Center-of-Mass det. time= 49.9 min ( 787.0 - 737.1 ) Volume Invert Avail.Storage Storage Description #1A 782.94' 0.054 af 42.25'W x 60.70'L x 3.75'H Field A 0.221 af Overall - 0.085 af Embedded = 0.136 af x 40.0% Voids #2A 783.44' 0.085 af ADS_StormTech SC-800 +Cap x 72 Inside #1 Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap 72 Chambers in 9 Rows Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 0.139 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 782.94' 0.040 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 775.00' #2 Primary 783.44' 12.0" Round 12" Outlet Pipe L= 71.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 783.44' / 783.20' S= 0.0034 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf #3 Device 2 783.44' 6.0" Vert. Orifice 1 C= 0.600 Limited to weir flow at low heads #4 Device 2 785.00' 6.0" Vert. Orifice 2 X 3.00 C= 0.600 Limited to weir flow at low heads #5 Device 2 786.25' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Discarded OutFlow Max=0.00 cfs @ 12.24 hrs HW=785.44' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=2.51 cfs @ 12.24 hrs HW=785.44' (Free Discharge) 2=12" Outlet Pipe (Passes 2.51 cfs of 3.61 cfs potential flow) 3=Orifice 1 (Orifice Controls 1.25 cfs @ 6.38 fps) 4=Orifice 2 (Orifice Controls 1.26 cfs @ 2.27 fps) 5=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) Page 109 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 24HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention - Chamber Wizard Field A Chamber Model = ADS_StormTech SC-800 +Cap (ADS StormTech® SC-800 with cap volume) Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 51.0" Wide + 3.0" Spacing = 54.0" C-C Row Spacing 8 Chambers/Row x 7.12' Long +0.88' Cap Length x 2 = 58.70' Row Length +12.0" End Stone x 2 = 60.70' Base Length 9 Rows x 51.0" Wide + 3.0" Spacing x 8 + 12.0" Side Stone x 2 = 42.25' Base Width 6.0" Stone Base + 33.0" Chamber Height + 6.0" Stone Cover = 3.75' Field Height 72 Chambers x 50.6 cf + 3.4 cf Cap Volume x 2 x 9 Rows = 3,704.2 cf Chamber Storage 9,617.2 cf Field - 3,704.2 cf Chambers = 5,913.0 cf Stone x 40.0% Voids = 2,365.2 cf Stone Storage Chamber Storage + Stone Storage = 6,069.4 cf = 0.139 af Overall Storage Efficiency = 63.1% Overall System Size = 60.70' x 42.25' x 3.75' 72 Chambers 356.2 cy Field 219.0 cy Stone Page 110 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 25HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention Inflow Outflow Discarded Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 5 4 3 2 1 0 Inflow Area=0.937 ac Peak Elev=785.45' Storage=0.104 af 5.27 cfs 2.54 cfs 0.00 cfs 2.54 cfs Page 111 of 161 Proposed Conditions MSE 24-hr 3 10-Year Rainfall=3.93"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 26HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link P: Proposed Total Inflow Area = 1.445 ac, 81.80% Impervious, Inflow Depth > 2.95" for 10-Year event Inflow = 4.05 cfs @ 12.21 hrs, Volume= 0.356 af Primary = 4.05 cfs @ 12.21 hrs, Volume= 0.356 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link P: Proposed Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 4 3 2 1 0 Inflow Area=1.445 ac 4.05 cfs 4.05 cfs Page 112 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 27HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1: To 6" Culvert Runoff = 1.56 cfs @ 12.18 hrs, Volume= 0.088 af, Depth> 4.54" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.008 98 Proposed Sidewalk * 0.122 98 Existing Asphalt/Concrete 0.104 74 >75% Grass cover, Good, HSG C 0.234 87 Weighted Average 0.104 44.44% Pervious Area 0.130 55.56% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 92 0.0220 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 1.4 135 0.0113 1.59 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 10.8 227 Total Subcatchment P1: To 6" Culvert Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.234 ac Runoff Volume=0.088 af Runoff Depth>4.54" Flow Length=227' Tc=10.8 min CN=87 1.56 cfs Page 113 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 28HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P1a: To Underground Detention Runoff = 8.34 cfs @ 12.13 hrs, Volume= 0.445 af, Depth> 5.70" Routed to Pond UD : Underground Detention Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.057 98 Existing Building * 0.168 98 Proposed Concrete * 0.400 98 Proposed parking lots * 0.312 98 Proposed Artificial Turf 0.937 98 Weighted Average 0.937 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P1a: To Underground Detention Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.937 ac Runoff Volume=0.445 af Runoff Depth>5.70" Tc=6.0 min CN=98 8.34 cfs Page 114 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 29HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P2: To Jefferson St Runoff = 1.41 cfs @ 12.13 hrs, Volume= 0.068 af, Depth> 4.76" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.045 98 Existing Roof * 0.064 98 Proposed Asphalt/Concrete 0.063 74 >75% Grass cover, Good, HSG C 0.172 89 Weighted Average 0.063 36.63% Pervious Area 0.109 63.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment P2: To Jefferson St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 1 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.172 ac Runoff Volume=0.068 af Runoff Depth>4.76" Tc=6.0 min CN=89 1.41 cfs Page 115 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 30HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Subcatchment P3: To Clarence St Runoff = 0.45 cfs @ 12.24 hrs, Volume= 0.028 af, Depth> 3.29" Routed to Link P : Proposed Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.19" Area (ac) CN Description * 0.006 98 Proposed Asphalt 0.096 74 >75% Grass cover, Good, HSG C 0.102 75 Weighted Average 0.096 94.12% Pervious Area 0.006 5.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.1 100 0.0080 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.80" 0.3 25 0.0100 1.50 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 15.4 125 Total Subcatchment P3: To Clarence St Runoff Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 0.48 0.46 0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 100-Year Rainfall=6.19" Runoff Area=0.102 ac Runoff Volume=0.028 af Runoff Depth>3.29" Flow Length=125' Tc=15.4 min CN=75 0.45 cfs Page 116 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 31HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Pond UD: Underground Detention [82] Warning: Early inflow requires earlier time span Inflow Area = 0.937 ac,100.00% Impervious, Inflow Depth > 5.70" for 100-Year event Inflow = 8.34 cfs @ 12.13 hrs, Volume= 0.445 af Outflow = 4.92 cfs @ 12.21 hrs, Volume= 0.425 af, Atten= 41%, L ag= 5.2 min Discarded = 0.00 cfs @ 12.21 hrs, Volume= 0.003 af Primary = 4.92 cfs @ 12.21 hrs, Volume= 0.422 af Routed to Link P : Proposed Total Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 786.65' @ 12.21 hrs Surf.Area= 0.059 ac Storage= 0.138 af Plug-Flow detention time= 57.3 min calculated for 0.424 af (95% of inflow) Center-of-Mass det. time= 40.4 min ( 774.4 - 734.0 ) Volume Invert Avail.Storage Storage Description #1A 782.94' 0.054 af 42.25'W x 60.70'L x 3.75'H Field A 0.221 af Overall - 0.085 af Embedded = 0.136 af x 40.0% Voids #2A 783.44' 0.085 af ADS_StormTech SC-800 +Cap x 72 Inside #1 Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap 72 Chambers in 9 Rows Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 0.139 af Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 782.94' 0.040 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 775.00' #2 Primary 783.44' 12.0" Round 12" Outlet Pipe L= 71.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 783.44' / 783.20' S= 0.0034 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf #3 Device 2 783.44' 6.0" Vert. Orifice 1 C= 0.600 Limited to weir flow at low heads #4 Device 2 785.00' 6.0" Vert. Orifice 2 X 3.00 C= 0.600 Limited to weir flow at low heads #5 Device 2 786.25' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) Discarded OutFlow Max=0.00 cfs @ 12.21 hrs HW=786.61' (Free Discharge) 1=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=4.88 cfs @ 12.21 hrs HW=786.61' (Free Discharge) 2=12" Outlet Pipe (Inlet Controls 4.88 cfs @ 6.21 fps) 3=Orifice 1 (Passes < 1.62 cfs potential flow) 4=Orifice 2 (Passes < 3.31 cfs potential flow) 5=Sharp-Crested Rectangular Weir (Passes < 2.79 cfs potential flow) Page 117 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 32HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention - Chamber Wizard Field A Chamber Model = ADS_StormTech SC-800 +Cap (ADS StormTech® SC-800 with cap volume) Effective Size= 45.0"W x 33.0"H => 7.11 sf x 7.12'L = 50.6 cf Overall Size= 51.0"W x 33.0"H x 7.55'L with 0.43' Overlap Cap Storage= 3.4 cf x 2 x 9 rows = 61.6 cf 51.0" Wide + 3.0" Spacing = 54.0" C-C Row Spacing 8 Chambers/Row x 7.12' Long +0.88' Cap Length x 2 = 58.70' Row Length +12.0" End Stone x 2 = 60.70' Base Length 9 Rows x 51.0" Wide + 3.0" Spacing x 8 + 12.0" Side Stone x 2 = 42.25' Base Width 6.0" Stone Base + 33.0" Chamber Height + 6.0" Stone Cover = 3.75' Field Height 72 Chambers x 50.6 cf + 3.4 cf Cap Volume x 2 x 9 Rows = 3,704.2 cf Chamber Storage 9,617.2 cf Field - 3,704.2 cf Chambers = 5,913.0 cf Stone x 40.0% Voids = 2,365.2 cf Stone Storage Chamber Storage + Stone Storage = 6,069.4 cf = 0.139 af Overall Storage Efficiency = 63.1% Overall System Size = 60.70' x 42.25' x 3.75' 72 Chambers 356.2 cy Field 219.0 cy Stone Page 118 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 33HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Pond UD: Underground Detention Inflow Outflow Discarded Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 9 8 7 6 5 4 3 2 1 0 Inflow Area=0.937 ac Peak Elev=786.65' Storage=0.138 af 8.34 cfs 4.92 cfs 0.00 cfs 4.92 cfs Page 119 of 161 Proposed Conditions MSE 24-hr 3 100-Year Rainfall=6.19"Opportunities Inc Printed 9/4/2026Prepared by PSE Page 34HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Summary for Link P: Proposed Total Inflow Area = 1.445 ac, 81.80% Impervious, Inflow Depth > 5.04" for 100-Year event Inflow = 8.00 cfs @ 12.17 hrs, Volume= 0.607 af Primary = 8.00 cfs @ 12.17 hrs, Volume= 0.607 af, Atten= 0%, La g= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Link P: Proposed Total Inflow Primary Hydrograph Time (hours) 201918171615141312111098765 Flow (cfs) 8 7 6 5 4 3 2 1 0 Inflow Area=1.445 ac 8.00 cfs 8.00 cfs Page 120 of 161 Proposed Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 35HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment P1: To 6" Culvert Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 0.44 0.024 2-Year 2.79 0.54 0.029 10-Year 3.93 0.88 0.048 100-Year 6.19 1.56 0.088 Page 121 of 161 Proposed Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 36HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment P1a: To Underground Detention Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 3.26 0.168 2-Year 2.79 3.71 0.193 10-Year 3.93 5.27 0.278 100-Year 6.19 8.34 0.445 Page 122 of 161 Proposed Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 37HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment P2: To Jefferson St Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 0.43 0.020 2-Year 2.79 0.52 0.024 10-Year 3.93 0.82 0.038 100-Year 6.19 1.41 0.068 Page 123 of 161 Proposed Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 38HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Subcatchment P3: To Clarence St Event Rainfall (inches) Runoff (cfs) Volume (acre-feet) 1-Year 2.46 0.07 0.005 2-Year 2.79 0.10 0.007 10-Year 3.93 0.21 0.013 100-Year 6.19 0.45 0.028 Page 124 of 161 Proposed Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 39HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Pond UD: Underground Detention Event Inflow (cfs) Outflow (cfs) Discarded (cfs) Primary (cfs) Elevation (feet) Storage (acre-feet) 1-Year 3.26 0.96 0.00 0.96 784.72 0.074 2-Year 3.71 1.06 0.00 1.05 784.93 0.083 10-Year 5.27 2.54 0.00 2.54 785.45 0.104 100-Year 8.34 4.92 0.00 4.92 786.65 0.138 Page 125 of 161 Proposed Conditions Multi-Event TablesOpportunities Inc Printed 9/4/2026Prepared by PSE Page 40HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC Events for Link P: Proposed Total Event Inflow (cfs) Primary (cfs) Volume (acre-feet) 1-Year 1.75 1.75 0.197 2-Year 2.03 2.03 0.232 10-Year 4.05 4.05 0.356 100-Year 8.00 8.00 0.607 Page 126 of 161 Proposed Conditions Table of ContentsOpportunities Inc Printed 9/4/2026Prepared by PSE HydroCAD® 10.20-9a s/n 14207 © 2026 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing 1-Year Event 3 Subcat P1: To 6" Culvert 4 Subcat P1a: To Underground Detention 5 Subcat P2: To Jefferson St 6 Subcat P3: To Clarence St 7 Pond UD: Underground Detention 10 Link P: Proposed Total 2-Year Event 11 Subcat P1: To 6" Culvert 12 Subcat P1a: To Underground Detention 13 Subcat P2: To Jefferson St 14 Subcat P3: To Clarence St 15 Pond UD: Underground Detention 18 Link P: Proposed Total 10-Year Event 19 Subcat P1: To 6" Culvert 20 Subcat P1a: To Underground Detention 21 Subcat P2: To Jefferson St 22 Subcat P3: To Clarence St 23 Pond UD: Underground Detention 26 Link P: Proposed Total 100-Year Event 27 Subcat P1: To 6" Culvert 28 Subcat P1a: To Underground Detention 29 Subcat P2: To Jefferson St 30 Subcat P3: To Clarence St 31 Pond UD: Underground Detention 34 Link P: Proposed Total Multi-Event Tables 35 Subcat P1: To 6" Culvert 36 Subcat P1a: To Underground Detention 37 Subcat P2: To Jefferson St 38 Subcat P3: To Clarence St 39 Pond UD: Underground Detention 40 Link P: Proposed Total Page 127 of 161 Page 128 of 161 Data file name: W:\Projects\SR-65-26\SWMP\Opprotunities Inc.mdb WinSLAMM Version 10.5.2 Rain file name: C:\WinSLAMM Files\Rain Files\WisReg - Madison WI 1981.RAN Particulate Solids Concentration file name: C:\WinSLAMM Files\v10.1 WI_AVG01.pscx Runoff Coefficient file name: C:\WinSLAMM Files\WI_SL06 Dec06.rsvx Residential Street Delivery file name: C:\WinSLAMM Files\WI_Res and Other Urban Dec06.std Institutional Street Delivery file name: C:\WinSLAMM Files\WI_Com Inst Indust Dec06.std Commercial Street Delivery file name: C:\WinSLAMM Files\WI_Com Inst Indust Dec06.std Industrial Street Delivery file name: C:\WinSLAMM Files\WI_Com Inst Indust Dec06.std Other Urban Street Delivery file name: C:\WinSLAMM Files\WI_Res and Other Urban Dec06.std Freeway Street Delivery file name: C:\WinSLAMM Files\Freeway Dec06.std Apply Street Delivery Files to Adjust the After Event Load Street Dirt Mass Balance: False Pollutant Relative Concentration file name: C:\WinSLAMM Files\WI_GEO03.ppdx Source Area PSD and Peak to Average Flow Ratio File: C:\WinSLAMM Files\NURP Source Area PSD Files.csv Cost Data file name: Seed for random number generator: -42 Study period starting date: 03/12/81 Study period ending date: 12/02/81 Start of Winter Season: 12/02 End of Winter Season: 03/12 Date: 09-04-2026 Time: 10:57:58 Site information: LU# 1 - Commercial: To Underground Detention (P1a) Total area (ac): 0.937 1 - Roofs 1: 0.057 ac. Pitched Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 13 - Paved Parking 1: 0.400 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 31 - Sidewalks 1: 0.168 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 63 - Paved Playground 1: 0.312 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz LU# 2 - Commercial: To 6" Culvert (P1 Disturbed)) Total area (ac): 0.095 31 - Sidewalks 1: 0.008 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 51 - Small Landscaped Areas 1: 0.087 ac. Normal Silty Source Area PSD File: C:\WinSLAMM Files\NURP.cpz LU# 3 - Commercial: To Jefferson St (P2) Total area (ac): 0.172 1 - Roofs 1: 0.045 ac. Pitched Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 13 - Paved Parking 1: 0.053 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 31 - Sidewalks 1: 0.011 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 51 - Small Landscaped Areas 1: 0.063 ac. Normal Silty Source Area PSD File: C:\WinSLAMM Files\NURP.cpz LU# 4 - Commercial: To Clarence St (P3) Total area (ac): 0.102 25 - Driveways 1: 0.006 ac. Connected Source Area PSD File: C:\WinSLAMM Files\NURP.cpz 51 - Small Landscaped Areas 1: 0.096 ac. Normal Silty Source Area PSD File: C:\WinSLAMM Files\NURP.cpz Page 129 of 161 Control Practice 1: Isolator Row CP# 1 (DS) - DS Isolator Row # 1 Total available system length (ft) = 66 Total available system width (ft) = 43 Available height from chamber base to surface (ft) = 4.00 Number of isolator rows = 1 Native soil infiltration rate (in/hr) = 0.04 Assumed stone porosity () = 0.40 Sizing option: Use all available area Selected Chamber Information Chamber type: SC-800 Chamber height (in): 30.00 Chamber width (in): 51.00 Chamber segment length (in): 85.40 Final storage volume (cf): 5698 Number of rows: 9 Row length (ft): 56.9 Total system length (ft): 512.4 Total system width (ft): 38.3 Number of chambers: 72 Overflow weir invert elevation (ft) = 2.81 Orifice 1 invert elevation (ft) = 0.00 Orifice 1 diameter (ft) = 0.50 Drain Tile Not Present Page 130 of 161 SLAMM for Windows Version 10.5.2 (c) Copyright Robert Pitt and John Voorhees 2019, All Rights Reserved Data file name: W:\Projects\SR-65-26\SWMP\Opprotunities Inc.mdb WinSLAMM Version 10.5.2 Rain file name: C:\WinSLAMM Files\Rain Files\WisReg - Madison WI 1981.RAN Particulate Solids Concentration file name: C:\WinSLAMM Files\v10.1 WI_AVG01.pscx Runoff Coefficient file name: C:\WinSLAMM Files\WI_SL06 Dec06.rsvx Pollutant Relative Concentration file name: C:\WinSLAMM Files\WI_GEO03.ppdx Residential Street Delivery file name: C:\WinSLAMM Files\WI_Res and Other Urban Dec06.std Institutional Street Delivery file name: C:\WinSLAMM Files\WI_Com Inst Indust Dec06.std Commercial Street Delivery file name: C:\WinSLAMM Files\WI_Com Inst Indust Dec06.std Industrial Street Delivery file name: C:\WinSLAMM Files\WI_Com Inst Indust Dec06.std Other Urban Street Delivery file name: C:\WinSLAMM Files\WI_Res and Other Urban Dec06.std Freeway Street Delivery file name: C:\WinSLAMM Files\Freeway Dec06.std Apply Street Delivery Files to Adjust the After Event Load Street Dirt Mass Balance: False Source Area PSD and Peak to Average Flow Ratio File: C:\WinSLAMM Files\NURP Source Area PSD Files.csv Cost Data file name: Seed for random number generator: -42 Study period starting date: 03/12/81 Study period ending date: 12/02/81 Start of Winter Season: 12/02 End of Winter Season: 03/12 Model Run Start Date: 03/12/81 Model Run End Date: 12/02/81 Date of run: 09-04-2026 Time of run: 10:57:08 Total Area Modeled (acres): 1.306 Years in Model Run: 0.68 Runoff Percent Particulate Particulate Percent Volume Runoff Solids Solids Particulate (cu ft) Volume Conc. Yield Solids Reduction (mg/L) (lbs) Reduction Total of all Land Uses without Controls: 84039 - 118.1 619.6 - Outfall Total with Controls: 77232 8.10% 46. 96 226.4 63.46% Annualized Total After Outfall Controls: 112759 330.5 Page 131 of 161 NORTH 72°25'55" WEST 251.05' NORTH 17°32'36" EAST 485.86' SOUTH 22°14'26" WEST 511.67' 9/4/2026 SWM-3 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SWM REPORTOPPORTUNITIES INC.RECREATION AREA815 JEFFERSON STFORT ATKINSON, WI, 53538 \SR-65-26\ STORMSEWERDRAINAGEMAPJDRJDRKJP Page 132 of 161 WORK SHEET FOR STORM SEWER DESIGN PROJECT: Opportunities Recreation Area Computed by: Kevin Parish DATE: Checked by: Kevin Parish Upstream Structure Downstream Structure Runoff Coeff. Area Design Storm Rain Intensity Direct Runoff Other Runoff Sewer Size Slope of Sewer Capacity Flowing Full ( C ) ( A ) ( I ) Q=C*I* A Acres Yr. In./Hr. CFS CFS CFS GPM In. Ft./Ft. CFS GPM 0.89 0.28 100 10.60 2.60 0.00 2.60 1166 12 0.0060 3.00 1345 0.89 0.12 100 10.60 1.13 2.60 3.73 1675 12 0.0100 3.87 1737 0.89 0.06 100 10.60 0.54 0.00 0.54 241 8 0.0137 1.54 689 0.89 0.07 100 10.60 0.64 0.00 0.64 287 8 0.0100 1.31 589 0.89 0.04 100 10.60 0.36 1.18 1.53 687 10 0.0146 2.88 1291 0.72 0.07 10 7.20 0.35 0.00 0.35 155 10 0.0050 1.68 755 * C 10= 0.72 * C100= 0.89 0.012 n= 10.60 I = rainfall intensity for Fort Atkinson, Wisconsin from NOAA Atlas 14, Vol. 8, Ver. 2 A = Drainage area to structure. 100 Year Storm10 Year Storm 9/4/2026 LOCATION = Commercial Soil B, Slope 2-6% from the FDM Procedure 13-10-5 Figure 2. = Commercial Soil B, Slope 2-6% from the FDM Procedure 13-10-5 Figure 2. RAINFALL - RUNOFF Design Runoff BASIN 7.20 Manning's Roughness Coefficient CB #5.1 CB #5 CB #5 Stm Mh #4 CB #6 Ex Stm Mh SEWER CB #5.2 CB #5 Inlet #3.1 Inlet #3 Inlet #3 STM MH #2 Page 133 of 161 1 STORM WATER FACILITIES LOCATIONS Page 134 of 161 2 OPERATION AND MAINTENANCE PLAN STORM WATER MAINTENANCE STANDARDS The maintenance activities listed below are aimed to ensure the stormwater practices continue serving their intended functions in perpetuity. The list of activities is not all-inclusive, but rather indicates the minimum type of maintenance that can be expected for this particular site. INSPECTION, MAINTENANCE, & PROHIBITIONS All components of the storm water system shall be inspected at least semi-annually in early Spring and early Autumn. Repairs will be made whenever the performance of a storm water control device is compromised as described below. Owner shall maintain records of all inspection and maintenance activities. STORM SEWER • Visual inspection of components shall be performed and debris removed from inlets and storm sewer manholes semi-annually in spring and fall. • Repair inlet/outlet areas that are damaged or show signs of erosion. • Repairs must restore the component to the specifications of the original plan. STORMTECH UNDERGROUND DETENTION SYSTEM Owner shall install an underground detention system in accordance with plans approved by City Engineer. Visual inspection of the underground detention system shall be performed semi-annually. Any alterations to approved underground detention system shall be approved by City Engineer. Owner shall maintain records of inspections, cleaning and replacement of the underground detention system all in accordance with this agreement. Inspect Isolator Row for sediment every three (3) months at a minimum. Using a flashlight and stadia rod, measure depth of sediment and record results on maintenance log. If sediment is at, or above, 3 inch depth, clean out Isolator Row using the JetVac process. A fixed culvert cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable. Apply multiple passes of JetVac until backflush water is clean and vacuum manhole sump as required. Replace all caps, lids and covers, record observations and actions. Also, inspect & clean catch basins and inlet. Visually inspect Infiltration Rows through the inspection ports for standing water every six (6) months at a minimum. Inspections should coincide with a rain event to determine if the system shows standing water beyond 72 hours of the rain event. If system shows standing water after 72 hours following a rain event, the system shall be repaired to restore the performance of the system to meet the stormwater management design approved by the City of Mequon. Page 135 of 161 Page 136 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 1 of 9 COMMERCIAL OUTDOOR D-Series Size 0 LED Area Luminaire Specifications Catalog Number Notes Type Introduction The modern styling of the D-Series features a highly refined aesthetic that blends seamlessly with its environment. The D-Series offers the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. D-Series outstanding photometry aids in reducing the number of poles required in area lighting applications, with typical energy savings of 70% and expected service life of over 100,000 hours. EPA: 0.44 ft2 (0.04 m2) Length: 26.18" (66.5 cm) Width: 14.06" (35.7 cm) Height H1: 2.26" (5.7 cm) Height H2: 7.46" (18.9 cm) Weight: 23 lbs (10.4 kg) Hit the Tab key or mouse over the page to see all interactive elements. Ordering Information EXAMPLE: DSX0 LED P6 40K 70CRI T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX0 LED Series LEDs Color temperature 2 Color Rendering Index 2 Distribution Voltage Mounting DSX0 LED Forward optics P1 P5 P2 P6 P3 P7 P4 Rotated optics P10 1 P12 1 P11 1 P13 1 (this section 70CRI only) 30K 3000K 40K 4000K 50K 5000K 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K 70CRI 70CRI 70CRI 80CRI 80CRI 80CRI 80CRI 80CRI AFR Automotive front row T1S Type I short T2M Type II medium T3M Type III medium T3LG Type III low glare 3 T4M Type IV medium T4LG Type IV low glare 3 TFTM Forward throw medium T5M Type V medium T5LG Type V low glare T5W Type V wide BLC3 Type III backlight control 3 BLC4 Type IV backlight control 3 LCCO Left corner cutoff 3 RCCO Right corner cutoff 3 MVOLT (120V-277V) 4 HVOLT (347V-480V) 5,6 XVOLT (277V-480V) 7, 8 120 16, 24 208 16, 24 240 16, 24 277 16, 24 347 16, 24 480 16, 24 Shipped included SPA Square pole mounting (#8 drilling, 3.5" min. SQ pole) RPA Round pole mounting (#8 drilling, 3" min. RND pole) SPA5 Square pole mounting (#5 drilling. 3" min. SQ pole) 9 RPA5 Round pole mounting (#5 drilling, 3" min. RND pole) 9 SPA8N Square narrow pole mounting (#8 drilling, 3" min. SQ pole) WBA Wall bracket 10 MA Mast arm adapter (mounts on 2 3/8" OD horizontal tenon) Control options Other options Finish (required) Shipped installed NLTAIR2 PIRHN nLight AIR gen 2 enabled with bi-level motion / ambient sensor, 8-40' mounting height, ambient sensor enabled at 2fc. 11, 12, 18, 19 PIR High/low, motion/ambient sensor, 8-40’ mounting height, ambient sensor enabled at 2fc 13, 18, 19 PER NEMA twist-lock receptacle only (controls ordered separate) 14 PER5 Five-pin receptacle only (controls ordered separate) 14, 19 PER7 Seven-pin receptacle only (controls ordered separate) 14, 19 FAO Field adjustable output 15, 19 BL30 Bi-level switched dimming, 30% 16, 19 BL50 Bi-level switched dimming, 50% 16, 19 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 Shipped installed HS Houseside shield (black finish standard) 20 L90 Left rotated optics 1 R90 Right rotated optics 1 CCE Coastal Construction 21 HA 50°C ambient operation 22 BAA Buy America(n) Act and/or Build America Buy America Qualified SF Single fuse (120, 277, 347V) 24 DF Double fuse (208, 240, 480V) 24 Shipped separately EGSR External Glare Shield (reversible, field install required, matches housing finish) BSDB Bird Spikes (field install required) DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white L H1 W H2 L H1 W H2 Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. *See ordering tree for detailsDesign Select options indicated by this color background. Page 137 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 2 of 9 COMMERCIAL OUTDOOR 1.750" for aluminum poles 2.750" - for other poles type Drilling Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 23 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 23 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 23 DSHORT SBK Shorting cap 23 DSX0HS P# House-side shield (enter package number P1-7, P10-13 in place of #) DSXRPA (FINISH) Round pole adapter (#8 drilling, specify finish) DSXRPA5 (FINISH) Round pole adapter #5 drilling (specify finish) DSXSPA5 (FINISH) Square pole adapter #5 drilling (specify finish) DSX0EGSR (FINISH) External glare shield (specify finish) DSX0BSDB (FINISH) Bird spike deterrent bracket (specify finish) Shield Accessories NOTES 1 Rotated optics available with packages P10, P11, P12 and P13. Must be combined with option L90 or R90. 2 30K, 40K, and 50K available in 70CRI and 80CRI. 27K and 35K only available with 80CRI. Contact Technical Support for other possible combinations. 3 T3LG, T4LG, BLC3, BLC4, LCCO, RCCO not available with option HS. 4 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 5 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 6 HVOLT not available with package P1, P2 and P10 when combined with option NLTAIR2 PIRHN or option PIR. 7 XVOLT operates with any voltage between 277V and 480V (50/60 Hz). 8 XVOLT not available in packages P1, P2, or P10. XVOLT not available with fusing (SF or DF). XVOLT also not available in packages P3, P4, P5, P7, P11, P13 when combined with NLTAIR2 PIRHN or PIR. 9 SPA5 and RPA5 for use with #5 drilling only (Not for use with #8 drilling). 10 WBA cannot be combined with Type 5 distributions plus photocell (PER). 11 NLTAIR2 and PIRHN must be ordered together. For more information on nLight Air 2. 12 NLTAIR2 PIRHN not available with other controls including PIR, PER, PER5, PER7, FAO, BL30, BL50 and DMG. NLTAIR2 PIRHN not available with P1, P2 and P10 using HVOLT. NLTAIR2 PIRHN not available with P1 using MVOLT. 13 PIR not available with NLTAIR2, PER, PER5, PER7, FAO BL30, BL50 and DMG. PIR not available with P1, P2 and P10 using HVOLT.PIR not available with P1 using MVOLT. 14 PER/PER5/PER7 not available with NLTAIR2, PIR, BL30, BL50. Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 15 FAO not available with other dimming control options NLTAIR2 PIRHN, PIR, PER5, PER7, BL30, BL50, or DMG. 16 BL30 and BL50 are not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, FAO and DMG. BL30 or BL50 must specify 120 or 277V. 17 DMG not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, BL30, BL50 and FAO. 18 Reference Motion Sensor Default Settings table on page 4 to see functionality. 19 Reference Controls Options table on page 4. 20 Option HS not available with T3LG, T4LG, BLC3, BLC4, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 21 CCE option not available with option BS and EGSR. Contact Technical Support for availability. 22 Option HA not available with performance packages P6, P7, P12 and P13. 23 Requires luminaire to be specified with PER, PER5 or PER7 option. See Controls Table on page 4. 24 Single fuse (SF) requires 120V, 277V, or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF). Top of Pole 0.563" 1.325" 0.400" (2 PLCS) Template #8 A Handhole B C D HANDHOLE ORIENTATION (from top of pole) 2.650" Tenon Mounting Slipfitter Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8" RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8" RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4" RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 External Glare Shield (EGSR) House Side Shield (HS) Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX0 with SPA 0.44 0.88 0.96 1.18 --- 1.16 DSX0 with SPA5, SPA8N 0.51 1.02 1.06 1.26 --- 1.29 DSX0 with RPA, RPA5 0.51 1.02 1.06 1.26 1.24 1.29 DSX0 with MA 0.64 1.28 1.24 1.67 1.70 1.93 DSX0 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. Minimum Acceptable Outside Pole Dimension SPA #8 3.5" 3.5" 3.5" 3.5" 3.5" RPA #8 3" 3" 3" 3" 3" 3" SPA5 #5 3" 3" 3" 3" 3" RPA5 #5 3" 3" 3" 3" 3" 3" SPA8N #8 3" 3" 3" 3" 3" Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS Page 138 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 3 of 9 COMMERCIAL OUTDOOR To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s homepage. Photometric Diagrams Isofootcandle plots for the DSX0 LED P7 40K 70CRI. Distances are in units of mounting height (20'). LEGEND 0.1 fc 0.5 fc 1.0 fc T1S T2M T3M 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3LG T4M TFTM T4LG T5M T5W T5LG AFR BLC3 BLC4 LCCO RCCO 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 4 3 2 1 0 43216 5 65 4 3 2 1 0 -4 -3 -2 -1 5 6 -5 -6 Page 139 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 4 of 9 COMMERCIAL OUTDOOR Performance Data Current (A) Performance Package LED Count Drive Current (mA) Wattage 120V 208V 240V 277V 347V 480V Forward Optics (Non-Rotated) P1 20 530 34 0.28 0.16 0.14 0.12 0.10 0.07 P2 20 700 45 0.38 0.22 0.19 0.16 0.13 0.09 P3 20 1050 69 0.57 0.33 0.29 0.25 0.20 0.14 P4 20 1400 94 0.78 0.45 0.39 0.34 0.27 0.19 P5 40 700 89 0.75 0.43 0.38 0.33 0.26 0.19 P6 40 1050 136 1.14 0.66 0.57 0.49 0.39 0.29 P7 40 1300 170 1.42 0.82 0.71 0.62 0.49 0.36 Rotated Optics (Requires L90 or R90) P10 30 530 51 0.42 0.24 0.21 0.18 0.15 0.11 P11 30 700 67 0.57 0.33 0.28 0.25 0.20 0.14 P12 30 1050 103 0.86 0.50 0.43 0.37 0.30 0.22 P13 30 1300 129 1.07 0.62 0.54 0.46 0.37 0.27 Electrical Load Motion Sensor Default Settings Option Unoccupied Dimmed Level High Level (when occupied) Phototcell Operation Dwell Time Ramp-up Time Dimming Fade Rate PIR 30% 100% Enabled @ 2FC 7.5 min 3 sec 5 min NLTAIR2 PIRHN 30% 100% Enabled @ 2FC 7.5 min 3 sec 5 min Controls Options Nomenclature Description Functionality Primary control device Notes FAO Field adjustable output device installed inside the luminaire; wired to the driver dimming leads. Allows the luminaire to be manually dimmed, effectively trimming the light output. FAO device Cannot be used with other controls options that need the 0-10V leads DS (not available on DSX0) Drivers wired independently for 50/50 luminaire operation The luminaire is wired to two separate circuits, allowing for 50/50 operation. Independently wired drivers Requires two separately switched circuits. Consider nLight AIR as a more cost effective alternative. PER5 or PER7 Twist-lock photocell receptacle Compatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals. Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM. Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminaire. Cannot be used with other controls options that need the 0-10V leads. PIR Motion sensor with integral photocell. Sensor suitable for 8' to 40' mounting height. Luminaires dim when no occupancy is detected. Acuity Controls rSBG Cannot be used with other controls options that need the 0-10V leads. NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication. Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse. nLight Air rSBG nLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app. Cannot be used with other controls options that need the 0-10V leads. BL30 or BL50 Integrated bi-level device that allows a second control circuit to switch all light engines to either 30% or 50% light output BLC device provides input to 0-10V dimming leads on all drivers providing either 100% or dimmed (30% or 50%) control by a secondary circuit BLC UVOLT1 BLC device is powered off the 0-10V dimming leads, thus can be used with any input voltage from 120 to 480V Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Ambient Lumen Multiplier 0°C 32°F 1.04 5°C 41°F 1.04 10°C 50°F 1.03 15°C 50°F 1.02 20°C 68°F 1.01 25°C 77°C 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF , use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours Lumen Maintenance Factor 0 1.00 25,000 0.94 50,000 0.89 100,000 0.80 70 CRI 80CRI 90CRI Lumen Multiplier Availability Lumen Multiplier Availability Lumen Multiplier Availability 5000K 102% Standard 92% Extended lead-time 71% (see note) 4000K 100% Standard 92% Extended lead-time 67% (see note) 3500K 100% (see note) 90% Extended lead-time 63% (see note) 3000K 96% Standard 87% Extended lead-time 61% (see note) 2700K 94% (see note) 85% Extended lead-time 57% (see note) LED Color Temperature / Color Rendering Multipliers Note: Some LED types are available as per special request. Contact Technical Support for more information. *Note: Calculated values are based on original performance package data. When calculating new values for given FAO position, use published values for each package based on input watts and lumens by optic type. FAO Position % Wattage % Lumen Output 8 100% 100% 7 93% 95% 6 80% 85% 5 66% 73% 4 54% 61% 3 41% 49% 2 29% 36% 1 15% 20% FAO Dimming Settings Page 140 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 5 of 9 COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of configurations shown within the tolerances described within LM-79. Contact factory for performance data on any configurations not shown here. Forward Optics Performance Package System Watts LED Count Drive Current (mA) Distribution Type 30K 40K 50K (3000K, 70 CRI) (4000K, 70 CRI) (5000K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 33W 20 530 T1S 4,906 1 0 1 148 5,113 1 0 1 154 5,213 1 0 1 157 T2M 4,545 1 0 2 137 4,736 1 0 2 143 4,829 1 0 2 145 T3M 4,597 1 0 2 138 4,791 1 0 2 144 4,885 1 0 2 147 T3LG 4,107 1 0 1 124 4,280 1 0 1 129 4,363 1 0 1 131 T4M 4,666 1 0 2 141 4,863 1 0 2 146 4,957 1 0 2 149 T4LG 4,244 1 0 1 128 4,423 1 0 1 133 4,509 1 0 1 136 TFTM 4,698 1 0 2 141 4,896 1 0 2 147 4,992 1 0 2 150 T5M 4,801 3 0 1 145 5,003 3 0 1 151 5,101 3 0 1 154 T5W 4,878 3 0 1 147 5,084 3 0 2 153 5,183 3 0 2 156 T5LG 4,814 2 0 1 145 5,018 2 0 1 151 5,115 2 0 1 154 BLC3 3,344 0 0 1 101 3,485 0 0 1 105 3,553 0 0 1 107 BLC4 3,454 0 0 2 104 3,599 0 0 2 108 3,670 0 0 2 111 RCCO 3,374 0 0 1 102 3,517 0 0 1 106 3,585 0 0 1 108 LCCO 3,374 0 0 1 102 3,517 0 0 1 106 3,585 0 0 1 108 AFR 4,906 1 0 1 148 5,113 1 0 1 154 5,213 1 0 1 157 P2 45W 20 700 T1S 6,328 1 0 1 140 6,595 1 0 1 146 6,724 1 0 1 149 T2M 5,862 1 0 2 130 6,109 1 0 2 135 6,228 1 0 2 138 T3M 5,930 1 0 3 131 6,180 1 0 3 137 6,301 1 0 3 140 T3LG 5,297 1 0 1 117 5,521 1 0 1 122 5,628 1 0 1 125 T4M 6,018 1 0 3 133 6,272 1 0 3 139 6,395 1 0 3 142 T4LG 5,474 1 0 1 121 5,705 1 0 1 126 5,816 1 0 1 129 TFTM 6,060 1 0 3 134 6,316 1 0 3 140 6,439 1 0 3 143 T5M 6,192 3 0 1 137 6,453 3 0 2 143 6,579 3 0 2 146 T5W 6,293 3 0 2 139 6,558 3 0 2 145 6,686 3 0 2 148 T5LG 6,210 2 0 1 138 6,472 3 0 1 143 6,598 3 0 1 146 BLC3 4,313 0 0 2 96 4,495 0 0 2 100 4,583 0 0 2 102 BLC4 4,455 0 0 2 99 4,643 0 0 2 103 4,733 0 0 2 105 RCCO 4,352 0 0 2 96 4,536 0 0 2 100 4,624 0 0 2 102 LCCO 4,352 0 0 2 96 4,536 0 0 2 100 4,624 0 0 2 102 AFR 6,328 1 0 1 140 6,595 1 0 1 146 6,724 1 0 1 149 P3 69W 20 1050 T1S 9,006 1 0 2 131 9,386 1 0 2 136 9,569 1 0 2 139 T2M 8,343 2 0 3 121 8,694 2 0 3 126 8,864 2 0 3 129 T3M 8,439 2 0 3 122 8,795 2 0 3 128 8,967 2 0 3 130 T3LG 7,539 1 0 2 109 7,857 1 0 2 114 8,010 1 0 2 116 T4M 8,565 2 0 3 124 8,926 2 0 3 129 9,100 2 0 3 132 T4LG 7,790 1 0 2 113 8,119 1 0 2 118 8,277 1 0 2 120 TFTM 8,624 1 0 3 125 8,988 1 0 3 130 9,163 2 0 3 133 T5M 8,812 3 0 2 128 9,184 4 0 2 133 9,363 4 0 2 136 T5W 8,955 4 0 2 130 9,333 4 0 2 135 9,515 4 0 2 138 T5LG 8,838 3 0 1 128 9,211 3 0 1 134 9,390 3 0 1 136 BLC3 6,139 0 0 2 89 6,398 0 0 2 93 6,522 0 0 2 95 BLC4 6,340 0 0 3 92 6,607 0 0 3 96 6,736 0 0 3 98 RCCO 6,194 1 0 2 90 6,455 1 0 2 94 6,581 1 0 2 95 LCCO 6,194 1 0 2 90 6,455 1 0 2 94 6,581 1 0 2 95 AFR 9,006 1 0 2 131 9,386 1 0 2 136 9,569 1 0 2 139 P4 93W 20 1400 T1S 11,396 1 0 2 122 11,877 1 0 2 128 12,109 2 0 2 130 T2M 10,557 2 0 3 113 11,003 2 0 3 118 11,217 2 0 3 121 T3M 10,680 2 0 3 115 11,130 2 0 3 120 11,347 2 0 3 122 T3LG 9,540 1 0 2 103 9,942 1 0 2 107 10,136 1 0 2 109 T4M 10,839 2 0 3 117 11,296 2 0 3 121 11,516 2 0 4 124 T4LG 9,858 1 0 2 106 10,274 1 0 2 110 10,474 1 0 2 113 TFTM 10,914 2 0 3 117 11,374 2 0 3 122 11,596 2 0 3 125 T5M 11,152 4 0 2 120 11,622 4 0 2 125 11,849 4 0 2 127 T5W 11,332 4 0 3 122 11,811 4 0 3 127 12,041 4 0 3 129 T5LG 11,184 3 0 1 120 11,656 3 0 2 125 11,883 3 0 2 128 BLC3 7,768 0 0 2 83 8,096 0 0 2 87 8,254 0 0 2 89 BLC4 8,023 0 0 3 86 8,362 0 0 3 90 8,524 0 0 3 92 RCCO 7,838 1 0 2 84 8,169 1 0 2 88 8,328 1 0 2 90 LCCO 7,838 1 0 2 84 8,169 1 0 2 88 8,328 1 0 2 90 AFR 11,396 1 0 2 122 11,877 1 0 2 128 12,109 2 0 2 130 Performance Data Lumen Output Page 141 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 6 of 9 COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of configurations shown within the tolerances described within LM-79. Contact factory for performance data on any configurations not shown here. Forward Optics Performance Package System Watts LED Count Drive Current (mA) Distribution Type 30K 40K 50K (3000K, 70 CRI) (4000K, 70 CRI) (5000K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P5 90W 40 700 T1S 12,380 2 0 2 137 12,902 2 0 2 143 13,154 2 0 2 146 T2M 11,468 2 0 3 127 11,952 2 0 3 133 12,185 2 0 3 135 T3M 11,601 2 0 3 129 12,091 2 0 3 134 12,326 2 0 4 137 T3LG 10,363 2 0 2 115 10,800 2 0 2 120 11,011 2 0 2 122 T4M 11,774 2 0 4 131 12,271 2 0 4 136 12,510 2 0 4 139 T4LG 10,709 1 0 2 119 11,160 2 0 2 124 11,378 2 0 2 126 TFTM 11,856 2 0 3 132 12,356 2 0 4 137 12,596 2 0 4 140 T5M 12,114 4 0 2 134 12,625 4 0 2 140 12,871 4 0 2 143 T5W 12,310 4 0 3 137 12,830 4 0 3 142 13,080 4 0 3 145 T5LG 12,149 3 0 2 135 12,662 3 0 2 141 12,908 3 0 2 143 BLC3 8,438 0 0 2 94 8,794 0 0 2 98 8,966 0 0 2 99 BLC4 8,715 0 0 3 97 9,083 0 0 3 101 9,260 0 0 3 103 RCCO 8,515 1 0 2 94 8,874 1 0 2 98 9,047 1 0 2 100 LCCO 8,515 1 0 2 94 8,874 1 0 2 98 9,047 1 0 2 100 AFR 12,380 2 0 2 137 12,902 2 0 2 143 13,154 2 0 2 146 P6 137W 40 1050 T1S 17,545 2 0 3 128 18,285 2 0 3 133 18,642 2 0 3 136 T2M 16,253 3 0 4 119 16,939 3 0 4 124 17,269 3 0 4 126 T3M 16,442 2 0 4 120 17,135 3 0 4 125 17,469 3 0 4 128 T3LG 14,687 2 0 2 107 15,306 2 0 2 112 15,605 2 0 2 114 T4M 16,687 2 0 4 122 17,391 3 0 5 127 17,730 3 0 5 129 T4LG 15,177 2 0 2 111 15,817 2 0 2 115 16,125 2 0 2 118 TFTM 16,802 2 0 4 123 17,511 2 0 4 128 17,852 2 0 5 130 T5M 17,168 4 0 2 125 17,893 5 0 3 131 18,241 5 0 3 133 T5W 17,447 5 0 3 127 18,183 5 0 3 133 18,537 5 0 3 135 T5LG 17,218 4 0 2 126 17,944 4 0 2 131 18,294 4 0 2 134 BLC3 11,959 0 0 3 87 12,464 0 0 3 91 12,707 0 0 3 93 BLC4 12,352 0 0 4 90 12,873 0 0 4 94 13,124 0 0 4 96 RCCO 12,067 1 0 3 88 12,576 1 0 3 92 12,821 1 0 3 94 LCCO 12,067 1 0 3 88 12,576 1 0 3 92 12,821 1 0 3 94 AFR 17,545 2 0 3 128 18,285 2 0 3 133 18,642 2 0 3 136 P7 171W 40 1300 T1S 20,806 2 0 3 122 21,683 2 0 3 127 22,106 2 0 3 129 T2M 19,273 3 0 4 113 20,086 3 0 4 118 20,478 3 0 4 120 T3M 19,497 3 0 5 114 20,319 3 0 5 119 20,715 3 0 5 121 T3LG 17,416 2 0 2 102 18,151 2 0 2 106 18,504 2 0 2 108 T4M 19,787 3 0 5 116 20,622 3 0 5 121 21,024 3 0 5 123 T4LG 17,997 2 0 2 105 18,756 2 0 2 110 19,121 2 0 2 112 TFTM 19,924 3 0 5 117 20,765 3 0 5 122 21,170 3 0 5 124 T5M 20,359 5 0 3 119 21,217 5 0 3 124 21,631 5 0 3 127 T5W 20,689 5 0 3 121 21,561 5 0 3 126 21,982 5 0 3 129 T5LG 20,418 4 0 2 120 21,279 4 0 2 125 21,694 4 0 2 127 BLC3 14,182 0 0 3 83 14,780 0 0 3 87 15,068 0 0 3 88 BLC4 14,647 0 0 4 86 15,265 0 0 4 89 15,562 0 0 4 91 RCCO 14,309 1 0 3 84 14,913 1 0 3 87 15,204 1 0 3 89 LCCO 14,309 1 0 3 84 14,913 1 0 3 87 15,204 1 0 3 89 AFR 20,806 2 0 3 122 21,683 2 0 3 127 22,106 2 0 3 129 Lumen Output Performance Data Page 142 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 7 of 9 COMMERCIAL OUTDOOR Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of configurations shown within the tolerances described within LM-79. Contact factory for performance data on any configurations not shown here. Rotated Optics Performance Package System Watts LED Count Drive Current (mA) Distribution Type 30K 40K 50K (3000K, 70 CRI) (4000K, 70 CRI) (5000K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P10 51W 30 530 T1S 7,399 3 0 3 145 7,711 3 0 3 151 7,862 3 0 3 154 T2M 6,854 3 0 3 135 7,144 3 0 3 140 7,283 3 0 3 143 T3M 6,933 3 0 3 136 7,225 3 0 3 142 7,366 3 0 3 145 T3LG 6,194 2 0 2 122 6,455 2 0 2 127 6,581 2 0 2 129 T4M 7,036 3 0 3 138 7,333 3 0 3 144 7,476 3 0 3 147 T4LG 6,399 2 0 2 126 6,669 2 0 2 131 6,799 2 0 2 134 TFTM 7,086 3 0 3 139 7,385 3 0 3 145 7,529 3 0 3 148 T5M 7,239 3 0 2 142 7,545 3 0 2 148 7,692 3 0 2 151 T5W 7,357 3 0 2 145 7,667 3 0 2 151 7,816 4 0 2 154 T5LG 7,260 3 0 1 143 7,567 3 0 1 149 7,714 3 0 1 152 BLC3 5,043 3 0 3 99 5,256 3 0 3 103 5,358 3 0 3 105 BLC4 5,208 3 0 3 102 5,428 3 0 3 107 5,534 3 0 3 109 RCCO 5,089 0 0 2 100 5,303 0 0 2 104 5,407 0 0 2 106 LCCO 5,089 0 0 2 100 5,303 0 0 2 104 5,407 0 0 2 106 AFR 7,399 3 0 3 145 7,711 3 0 3 151 7,862 3 0 3 154 P11 68W 30 700 T1S 9,358 3 0 3 138 9,753 3 0 3 143 9,943 3 0 3 146 T2M 8,669 3 0 3 127 9,034 3 0 3 133 9,211 3 0 3 135 T3M 8,768 3 0 3 129 9,138 3 0 3 134 9,316 3 0 3 137 T3LG 7,833 3 0 3 115 8,164 3 0 3 120 8,323 3 0 3 122 T4M 8,899 3 0 3 131 9,274 3 0 3 136 9,455 3 0 3 139 T4LG 8,093 3 0 3 119 8,435 3 0 3 124 8,599 3 0 3 126 TFTM 8,962 3 0 3 132 9,340 3 0 3 137 9,522 3 0 3 140 T5M 9,156 4 0 2 135 9,542 4 0 2 140 9,728 4 0 2 143 T5W 9,304 4 0 2 137 9,696 4 0 2 143 9,885 4 0 2 145 T5LG 9,182 3 0 1 135 9,569 3 0 1 141 9,756 3 0 1 143 BLC3 6,378 3 0 3 94 6,647 3 0 3 98 6,777 3 0 3 100 BLC4 6,587 3 0 3 97 6,865 3 0 3 101 6,999 3 0 3 103 RCCO 6,436 0 0 2 95 6,707 0 0 2 99 6,838 0 0 2 101 LCCO 6,436 0 0 2 95 6,707 0 0 2 99 6,838 0 0 2 101 AFR 9,358 3 0 3 138 9,753 3 0 3 143 9,943 3 0 3 146 P12 103W 30 1050 T1S 13,247 3 0 3 128 13,806 3 0 3 134 14,075 3 0 3 136 T2M 12,271 4 0 4 119 12,789 4 0 4 124 13,038 4 0 4 126 T3M 12,412 4 0 4 120 12,935 4 0 4 125 13,187 4 0 4 128 T3LG 11,089 3 0 3 107 11,556 3 0 3 112 11,782 3 0 3 114 T4M 12,597 4 0 4 122 13,128 4 0 4 127 13,384 4 0 4 129 T4LG 11,457 3 0 3 111 11,940 3 0 3 116 12,173 3 0 3 118 TFTM 12,686 4 0 4 123 13,221 4 0 4 128 13,479 4 0 4 130 T5M 12,960 4 0 2 125 13,507 4 0 2 131 13,770 4 0 2 133 T5W 13,170 4 0 3 127 13,726 4 0 3 133 13,994 4 0 3 135 T5LG 12,998 3 0 2 126 13,546 3 0 2 131 13,810 3 0 2 134 BLC3 9,029 3 0 3 87 9,409 3 0 3 91 9,593 3 0 3 93 BLC4 9,324 4 0 4 90 9,718 4 0 4 94 9,907 4 0 4 96 RCCO 9,110 1 0 2 88 9,495 1 0 2 92 9,680 1 0 2 94 LCCO 9,110 1 0 2 88 9,494 1 0 2 92 9,680 1 0 2 94 AFR 13,247 3 0 3 128 13,806 3 0 3 134 14,075 3 0 3 136 P13 129W 30 1300 T1S 15,704 3 0 3 122 16,366 3 0 3 127 16,685 4 0 4 130 T2M 14,547 4 0 4 113 15,161 4 0 4 118 15,457 4 0 4 120 T3M 14,714 4 0 4 114 15,335 4 0 4 119 15,634 4 0 4 121 T3LG 13,145 3 0 3 102 13,700 3 0 3 106 13,967 3 0 3 108 T4M 14,933 4 0 4 116 15,563 4 0 4 121 15,867 4 0 4 123 T4LG 13,582 3 0 3 105 14,155 3 0 3 110 14,431 3 0 3 112 TFTM 15,039 4 0 4 117 15,673 4 0 4 122 15,979 4 0 4 124 T5M 15,364 4 0 2 119 16,013 4 0 2 124 16,325 4 0 2 127 T5W 15,613 5 0 3 121 16,272 5 0 3 126 16,589 5 0 3 129 T5LG 15,409 3 0 2 120 16,059 3 0 2 125 16,372 4 0 2 127 BLC3 10,703 4 0 4 83 11,155 4 0 4 87 11,372 4 0 4 88 BLC4 11,054 4 0 4 86 11,520 4 0 4 89 11,745 4 0 4 91 RCCO 10,800 1 0 2 84 11,256 1 0 2 87 11,475 1 0 3 89 LCCO 10,800 1 0 2 84 11,255 1 0 2 87 11,475 1 0 3 89 AFR 15,704 3 0 3 122 16,366 3 0 3 127 16,685 4 0 4 130 Lumen Output Page 143 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 8 of 9 COMMERCIAL OUTDOOR 27.70" 2.26" 14.06" 7.80" 28.00" 2.26" 14.06" 8.90" 32.17" 2.26" 14.06" 7.59" DSX0 with RPA, RPA5, SPA5, SPA8N mount Weight: 25 lbs Dimensions 2.41" 3.16" SPA (STANDARD ARM) 2.41" 3.16" RPA 2.41" 3.16" SPA8N 4.25" RPA5 4.25" SPA5 DSX0 with WBA mount Weight: 27 lb DSX0 with MA mount Weight: 28 lbs Page 144 of 161 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 08/28/25 Page 9 of 9 COMMERCIAL OUTDOOR nLight Control - Sensor Coverage and Settings nLight Sensor Coverage Pattern NLTAIR2 PIRHN Top Side FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing driver compartment is completely sealed against moisture and environmental contaminants (IP66). Vibration rated per ANSI C136.31 for 3G. Low EPA (0.44 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. COASTAL CONSTRUCTION (CCE) Optional corrosion resistant construction is engineered with added corrosion protection in materials and/or pre-treatment of base material under super durable paint. Provides additional corrosion protection for applications near coastal areas. Finish is salt spray tested to over 5,000 hours per ASTM B117 with scribe rating of 10. Additional lead-times may apply. OPTICS Precision-molded proprietary silicone lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) configurations. 80CRI configurations are also available. The D-Series Size 0 has zero uplight and qualifies as a Nighttime Friendly™ product, meaning it is consistent with the LEED® and Green Globes™ criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted to metal- core circuit boards to maximize heat dissipation and promote long life (up to L80/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The DSX0 LED area luminaire has a number of control options. DSX Size 0, comes standard with 0-10V dimming driver. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. PIR integrated motion sensor with on-board photocell feature field-adjustable programing and are suitable for mounting heights up to 40 feet. Control option BL features a bi-level device that allows a second control circuit to switch all light engines to either 30% or 50% light output. nLIGHT AIR CONTROLS The DSX0 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to- use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Integral mounting arm allows for fast mounting using Lithonia standard #8 drilling and accommodates pole drilling's from 2.41 to 3.12" on center. The standard “SPA” option for square poles and the “RPA” option for round poles use the #8 drilling. For #5 pole drillings, use SPA5 or RPA5. Additional mountings are available including a wall bracket (WBA) and mast arm (MA) option that allows luminaire attachment to a 2 3/8” horizontal mast arm. LISTINGS UL listed to meet U.S. and Canadian standards. UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP66 rated. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/ QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. GOVERNMENT PROCUREMENT BAA – Buy America(n) Act: Product with the BAA option qualifies as a domestic end product under the Buy American Act as implemented in the FAR and DFARS. Product with the BAA option also qualifies as manufactured in the United States under DOT Buy America regulations. BABA – Build America Buy America: Product with the BAA option also qualifies as produced in the United States under the definitions of the Build America, Buy America Act. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Page 145 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2021-2026 Acuity Brands Lighting, Inc. All rights reserved. CONTRACTOR SELECT HGX LED Rev. 09/09/26 COMMERCIAL OUTDOOR HGX A complete security floodlighting solution Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction The HomeGuard LED family of security flood lights, built with rugged die cast aluminum construction, are long lasting, energy efficient solutions for replacing incandescent PAR lamp fixtures. Mounted under an eave or on a wall, these luminaires provide reliable security lighting in residential and commercial applications (PIR unit is wall mount only).The HGX family has seven configurations both in bronze and white. Featuring a low cost version for switched circuits and fully featured products that include the following options: an integral photocell for that automatic dusk-to-dawn operation, adjustable lumen output, color temperature switchability, and a PIR motion sensor in a wall sconce SKU. With tool-less easy-to-aim lamps, HGX installs quickly, and delivers a lumen range from 1700 to 4100. The HGX family provide great flexibility and versatility. TM CAN BE USED TO COMPL Y WITH 2019 HIGH EFFICACY LED LIGHT SOURCE REQUIREMENTS Luminaire Width (W) Length (L) Height (H) Lamp head dia (A) Back plate dia (B) Back plate thickness (C) Weight HGX 2RH 4.41" (11.2cm) 7.56" (19.2cm) 4.25" (10.8cm) 2.4" (6.1cm) 4.25" (10.8cm) 1.38" (3.5cm) 1.15 lbs (0.52 kg) HGX 3RH 5.12" (13cm) 7.72" (19.6cm) 4.53" (11.5cm) 2.4" (6.1cm) 4.53" (11.51cm) 2.13" (5.4cm) 1.77 lbs (0.8kg) HGX 2SH 4.53" (11.5cm) 7.56" (19.2cm) 4.33" (11cm) 2.40" (6.1cm) 4.33" (11cm) 1.54" (3.9cm) 1.31 lbs (0.6kg) HGX 2RH PIR 4.96" (12.6cm) 7.52" (19.1cm) 4.53" (11.5cm) 2.40" (6.1cm) 4.53" (11.5cm) 1.89" (4.8cm) 1.37lbs (0.62 kg) HGX 2RH ALO 4.53" (11.51cm) 7.56" (19.2cm) 4.33" (11cm) 2.40" (6.1cm) 4.33" (11cm) 1.54" (3.9cm) 1.31lbs (0.6kg) HGX 2RH MO 4.7" (11.9cm) 7.56" (19.2cm) 6.14" (15.6cm) 2.40" (6.1cm) 1.38" (3.5cm) 4.25" (10.8cm) 1.38 lbs (0.63kg) HGX 3RH MO 5.60" (14.2cm) 8.90" (22.5cm) 6.60" (16.7cm) 2.40" (6.1cm) 4.53" (11.5cm) 2.05" (5.2cm) 1.92 lbs (0.87kg) L W H L W H L W H L W H L W H HGX LED 2RH ALO SWW2 120 PE DDB M2 HGX LED 3RH 40K 120 MO DDB M2 HGX LED 2RH ALO SWW2 120 PIR DDB M2 *Wall mount only HGX LED 2RH 40K 120 MO DDB M2 HGX LED 3RH ALO SWW2 120 PE WH M2 HGX LED 2RH & HGX 2RH ALO HGX 2SH HGX LED 3RH HGX 2RH MO HGX 2RH PIR HGX LED 3RH MO Page 146 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2021-2026 Acuity Brands Lighting, Inc. All rights reserved. CONTRACTOR SELECT HGX LED Rev. 09/09/26 COMMERCIAL OUTDOOR *PIR unit is wet location rated and is to be used for wall mount applications Ordering Information EXAMPLE: HGX LED 3RH ALO SWW2 120 PE DDB Full photometric data report available within 2 weeks from request. Contact Acuity tech support.Photometric Diagrams LEGEND 0.1 fc 0.2 fc 0.5 fc 1.0 fc Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 21, 2021 Name Company Phone Email [ A ] - HGX LED 2RH ALO SWW2 120 PE Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 2963 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 24.6 Tilt 45 Max Illuminance 7 Area > 0.5fc 1013 Homeguard ordering nomenclature and stocked configurations Nomenclature UPC CI Code Features HGX LED 2RH 40K 120 DDB 00194995254156 *271FE9 HGX LED 2RH 40K 120 WH 00194995254170 *271FEE HGX LED 2RH ALO 40K 120 PE DDB 00194995254200 *271FEF HGX LED 2RH ALO 40K 120 PE WH 00194995254194 *271FEH HGX LED 2RH ALO SWW2 120 PE DDB 00194995254255 *271FEP HGX LED 2RH ALO SWW2 120 PE WH 00194995254316 *271FEV HGX LED 2SH ALO SWW2 120 PE DDB 00194995255214 *271FJ3 HGX LED 2SH ALO SWW2 120 PE WH 00194995255207 *271FJ4 HGX LED 3RH ALO SWW2 120 PE DDB 00194995255160 *271FHW HGX LED 3RH ALO SWW2 120 PE WH 00194995255139 *271FJ0 HGX LED 2RH ALO SWW2 120 PIR DDB* 00194995254330 *271FEX HGX LED 2RH ALO SWW2 120 PIR WH* 00194995255092 *271FHR HGX LED 2RH 40K 120 MO DDB M2 00196182114717 *2754KP HGX LED 2RH 40K 120 MO WH M2 00196182114700 *2754KR HGX LED 3RH 40K 120 MO DDB M2 00199871048904 *295S4V Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 21, 2021 Name Company Phone Email [ B ] - HGX LED 2RH ALO SWW2 120 PIR Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 2574 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 26.2 Tilt 45 Max Illuminance 6 Area > 0.5fc 923 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 21, 2021 Name Company Phone Email [ C ] - HGX LED 3RH ALO SWW2 120 PE Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 4397 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 35.1 Tilt 45 Max Illuminance 11 Area > 0.5fc 1305 Adjustable Lumen Output ALO Dusk-to-Dawn Operation PE Switchable CCT SWW2 (3000K/4000K/5000K) Motion Sensor Capable MO Page 147 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2021-2026 Acuity Brands Lighting, Inc. All rights reserved. CONTRACTOR SELECT HGX LED Rev. 09/09/26 COMMERCIAL OUTDOOR HomeGuard LED Stocked Configurations Low Medium High Nomenclature Lumens Wattage CRI Lumens Wattage CRI Lumens Wattage CRI Options HGX LED 2RH 40K 120 DDB 2750 25 80 HGX LED 2RH 40K 120 WH HGX LED 2RH ALO 40K 120 PE DDB 1750 15 80 2750 25 80 HGX LED 2RH ALO 40K 120 PE WH HGX LED 2RH ALO SWW2 120 PE DDB 1800 15 80 2750 25 80 HGX LED 2RH ALO SWW2 120 PE WH HGX LED 2SH ALO SWW2 120 PE DDB 1700 15 80 2700 25 80 HGX LED 2SH ALO SWW2 120 PE WH HGX LED 3RH ALO SWW2 120 PE DDB 1750 15 80 2750 25 80 4100 36 80 HGX LED 3RH ALO SWW2 120 PE WH HGX LED 2RH ALO SWW2 120 PIR DDB 2150 21 80 2600 26 80 HGX LED 2RH ALO SWW2 120 PIR WH HGX LED 2RH 40K 120 MO DDB M2 2750 25 80 HGX LED 2RH 40K 120 MO WH M2 2750 25 80 HGX LED 3RH 40K 120 MO DDB M2 4165 38 80 Adjustable Lumen Output ALO Dusk-to-Dawn Operation PE Switchable CCT SWW2 (3000K/4000K/5000K) Motion Sensor Capable MO HGX motion security dusk-to-dawn floodlight. Full- range dual motion sensor with 200° sensors that eliminate common blind spots Page 148 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2021-2026 Acuity Brands Lighting, Inc. All rights reserved. CONTRACTOR SELECT HGX LED Rev. 09/09/26 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE HGX security floods are ideal for an energy efficient replacement for two lamp 200W incandescent security lights. The HGX LED provides over 50K hours of maintenance-free general illumination for outdoor applications. HGX with its 2RH/3RH/2SH head with PE options prevents daylight operation and saves on energy costs. Further with adjustable light output and color tuning technology built into HGX, it provides great flexibility for mounting and color selection. Ideal for entrances, walkways, corridors, yards, driveways and patios. CONSTRUCTION Cast-aluminum housing with dark bronze or white polyester powder paint for lasting durability. Photocell sensitivity is adjustable. LED lamp heads are thermally isolated from the driver that is located in the rear housing, promoting a long service life. Lenses are sealed to prolong service life. LEDs maintain 70% of light output at 50,000 hours of service life. ELECTRICAL HGX family comes in six configurations from low cost version which is on switched circuit to a fully featured product which has adjustable lumens, photocell, color and motion. The HGX is rated for outdoor installations .The 2 RH versions consume 25W and 3RH version consumes 36W and 38W power, 120V input 60 HZ driver. LED's with min. 80 CRI provide great quality of light and rendering. HGX with PIR option (motion sensor) has up to 180 degree motion detection angle, range of up to 40' at 18C/65 F and has three modes – test, 1 or five minutes on time after motion is detected. Motion sensitivity and daylight sensing is adjustable. Wall Sconce PIR unit is recommended for wall mount only. ADJUSTABLE FEATURES Adjustable light output – select HGX products include adjustable lumen output – 2 settings on 2 head versions & 3 settings on 3 RH version. The lumens can be adjusted by rotation of dial. Use the same product to mount on various mounting heights by increasing or decreasing the light output. Color Tuning – Color temperature of the lamp heads can be switched with rotation of dial from warm to cool to daylight. Adjustable photocell – the sensitivity of the PE can be adjusted. The dial can be turned off to make the light turn on during day time, or have it only as dusk-to-dawn operation. INSTALLATION Mounts to a recessed junction box on wall or ceiling. Crossbar and hardware provided. Wet location listed for mounting 4 feet above ground. Tool-less adjustable heads allow for precise aiming. Mounts to 4x4 round, square or octagonal recessed junction box. LISTINGS UL/cUL listed Listed to U.S. and Canadian safety standards for wet locations. Tested in accordance with IESNA LM-79 and LM-80 standards. All units are IP65 except HGX PIR which is wet location. HGX is rated for use in ambient conditions ranging from -40° C to 40° C. WARRANTY Five-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. The product images shown are for illustration purposes only and may not be an exact representation of the product. Specifications subject to change without notice. Page 149 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/08/25 RAD1 LED Radean Arm Mount LED Area Luminaire Specifications Catalog Number Notes Type Introduction The RADEAN arm mount luminaire is the perfect choice for pedestrian applications where daytime aesthetics and visual comfort are needed. Adding architectural flair to any space, the RADEAN’s low-profile shape and smooth curves blend in while adding a touch of elegance. Perfect for campuses, parks, pedestrian malls, courtyards and pathways, the RADEAN arm mount is the Architect’s choice to provide beautiful aesthetics both day and night. Hit the Tab key or mouse over the page to see all interactive elements. L1 3.7”H L2 W RAD1 LED Series Performance package Color temperature Distribution Voltage Mounting RAD1 LED P1 3,000 Lumens P2 5,000 Lumens P3 7 ,000 Lumens P4 11,000 Lumens P5 16,000 Lumens 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K SYM Symmetric type V ASY Asymmetric type IV PATH Pathway type III MVOLT 2 120 2 208 2 240 2 277 2 347 480 SPA Square pole mounting (includes adapter) RPA Round pole mounting WBA Wall bracket Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR 2.0 enabled 3 PE Button photocell 3 FAO Field adjustable output 3 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) SF Single Fuse 2 DF Double Fuse 2 L90 Left rotated optics R90 Right rotated optics Shipped separately HS Houseside shield 5 DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white Ordering Information EXAMPLE: RAD1 LED P3 30K SYM MVOLT RPA PE DNAXD EPA: 0.75 ft2 (0.05 m2) Length: L1 24" (61cm) L2 30" (60.96 cm) Width: 24" (61cm) Height: 4" (10.2cm) Weight (max): 29lbs (13.15Kg) NOTES 1 2700K and 3500K may require extended lead-times. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 3 NLTAIR2 not available with PE or FAO. Must link to external nLight Air network. Does not include occupancy sensor. For more information refer to rSBOR pole mount sensor. 4 DMG not available with NLTAIR2 or FAO. 5 Also available as a separate accessory; see Accessories information. Shield is field rotatable in 45º increments. Accessories Ordered and shipped separately. RADHS Houseside shield (shield is white) For more control options, visit DTL and ROAM online. Page 150 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/08/25 RAD1 LED Mounting Visit Lithonia Lighting’s POLES CENTRAL to see our wide selection of poles, accessories and educational tools. RAD1 has a unique drilling pattern. Specify this drilling pattern when specifying poles, per the table below. DM19RAD Single unit DM29RAD 2 at 90° 1,2 DM28RAD 2 at 180° DM39RAD 3 at 90° * DM49RAD 4 at 90° 1 DM32RAD 3 at 120° Example: SSA 20 4C DM19RAD DDBXD 1. Round pole top must be 4.25" O.D. minimum. 2. Square pole top must be 3.125" O.D. minimum. Drilling Template #20 2.750" 1.750 .875 Ø.406 Ø.563 Ø.406 Recommended Poles for use with RADEAN RAD1 LED Luminaires. Acuity Part Number Description For luminaires: Used with Mounting RSS 10 4B DM19RAD DDBXD 10' Round Straight Steel - Template #20 Drilling RAD1 LED RPA RSS 12 4B DM19RAD DDBXD 12' Round Straight Steel - Template #20 Drilling RAD1 LED RPA RSS 14 4B DM19RAD DDBXD 14' Round Straight Steel - Template #20 Drilling RAD1 LED RPA RSS 16 4B DM19RAD DDBXD 16' Round Straight Steel - Template #20 Drilling RAD1 LED RPA RSS 18 4B DM19RAD DDBXD 18' Round Straight Steel - Template #20 Drilling RAD1 LED RPA RSS 20 4B DM19RAD DDBXD 20' Round Straight Steel - Template #20 Drilling RAD1 LED RPA RSS 25 4B DM19RAD DDBXD 25' Round Straight Steel - Template #20 Drilling RAD1 LED RPA SSS 10 4C DM19RAD DDBXD 10' Square Straight Steel -Template #20 Drilling RAD1 LED SPA SSS 12 4C DM19RAD DDBXD 12' Square Straight Steel -Template #20 Drilling RAD1 LED SPA SSS 14 4C DM19RAD DDBXD 14' Square Straight Steel -Template #20 Drilling RAD1 LED SPA SSS 16 4C DM19RAD DDBXD 16' Square Straight Steel -Template #20 Drilling RAD1 LED SPA SSS 18 4C DM19RAD DDBXD 18' Square Straight Steel -Template #20 Drilling RAD1 LED SPA SSS 20 4C DM19RAD DDBXD 20' Square Straight Steel -Template #20 Drilling RAD1 LED SPA SSS 25 4C DM19RAD DDBXD 25' Square Straight Steel -Template #20 Drilling RAD1 LED SPA * Customer must verify pole loading per required design criteria and specified wind speed. Consult pole specification sheet for additional details. Page 151 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/08/25 RAD1 LED Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Contact factory for performance data on any configurations not shown here. Performance Data Lumen Output Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Projected LED Lumen Maintenance Data references the extrapolated performance projections for the RAD1 LED P5 platform in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF , use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Performance Package Input Wattage Distribution 2700K 3000K 3500K 4000K 5000K Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 25 ASY 3,103 1 0 1 122 3,207 1 0 1 126 3,285 1 0 1 129 3,362 1 0 1 132 3,362 1 0 1 132 PATH 2,695 2 0 2 106 2,785 2 0 2 110 2,853 2 0 2 112 2,920 2 0 2 115 2,920 2 0 2 115 SYM 3,271 2 0 1 129 3,380 2 0 1 133 3,461 2 0 1 136 3,543 2 0 1 139 3,543 2 0 1 139 P2 38 ASY 4,798 1 0 2 126 4,958 1 0 2 130 5,078 2 0 2 134 5,198 2 0 2 137 5,198 2 0 2 137 PATH 4,167 2 0 2 110 4,306 3 0 3 113 4,410 3 0 3 116 4,514 3 0 3 119 4,514 3 0 3 119 SYM 5,056 2 0 1 133 5,225 3 0 1 137 5,351 3 0 1 141 5,478 3 0 1 144 5,478 3 0 1 144 P3 54 ASY 6,779 2 0 2 126 7,005 2 0 2 131 7,174 2 0 2 134 7,344 2 0 2 137 7,344 2 0 2 137 PATH 5,887 3 0 3 110 6,084 3 0 3 113 6,231 3 0 3 116 6,378 3 0 3 119 6,378 3 0 3 119 SYM 7,144 3 0 2 133 7,382 3 0 2 138 7,561 3 0 2 141 7,739 3 0 2 144 7,739 3 0 2 144 P4 86 ASY 10,773 3 0 3 126 11,132 3 0 3 130 11,401 3 0 3 133 11,671 3 0 3 136 11,671 3 0 3 136 PATH 9,356 3 0 3 109 9,668 3 0 3 113 9,902 3 0 3 116 10,136 3 0 3 118 10,136 3 0 3 118 SYM 11,353 3 0 2 133 11,731 3 0 2 137 12,015 3 0 2 140 12,299 3 0 2 144 12,299 3 0 2 144 P5 122 ASY 15,001 3 0 3 123 15,501 3 0 3 127 15,876 3 0 3 130 16,251 3 0 3 133 16,251 3 0 3 133 PATH 13,028 4 0 4 107 13,462 4 0 4 110 13,788 4 0 4 113 14,114 4 0 4 116 14,114 4 0 4 116 SYM 15,808 4 0 3 130 16,335 4 0 3 134 16,731 4 0 3 137 17,126 4 0 3 140 17,126 4 0 3 140 Projected LED Lumen Maintenance 0 25,000 50,000 100,000 P1 1.00 0.96 0.91 0.82 P2 1.00 0.96 0.91 0.82 P3 1.00 0.96 0.91 0.82 P4 1.00 0.96 0.91 0.82 P5 1.00 0.95 0.89 0.78 Ambient LAT Factor 0°C 32°F 1.06 5°C 41°F 1.05 10°C 50°F 1.04 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.96 Current (A) Lumen Package LED Drive Current Voltage Wattage 120 208 240 277 347 480 P1 500 42.8 21.4 Input Current 0.22 0.13 0.11 0.1 0.08 0.06 System Watts 26 26 26 27 25 26 P2 770 43 33.1 Input Current 0.33 0.19 0.16 0.14 0.11 0.08 System Watts 39 39 39 39 38 38 P3 1100 43.2 47.5 Input Current 0.46 0.26 0.23 0.2 0.16 0.12 System Watts 55 54 54 54 54 54 P4 900 87.3 78.6 Input Current 0.73 0.42 0.36 0.32 0.25 0.18 System Watts 87 86 86 86 86 86 P5 1250 88.2 110.2 Input Current 1 0.58 0.5 0.44 0.35 0.25 System Watts 120 119 119 119 120 120 Electrical Load Page 152 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2025 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/08/25 RAD1 LED FEATURES & SPECIFICATIONS INTENDED USE Pedestrian areas such as parks, campuses, pathways, courtyards and pedestrians malls. CONSTRUCTION Single-piece die-cast aluminum housing with nominal wall thickness of 0.125" on a 6mm thick acrylic waveguide is fully gasketd with a single piece tubular silicone gasket. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum and white. Available in textured and non-textured finishes. OPTICS 6MM thick acrylic waveguide with 360º flexible LED board. Available in 2700K, 3000K, 3500K, 4000K and 5000K (80CRI) CCT configurations. ELECTRICAL Light engine consists of 96 high-efficacy LEDs mounted to a flexible circuit board and aluminum heat sink, ensuring optimal thermal management and long life. Fixtures ship standard with 0-10v dimming driver (order option DMG for connection to exterior controls). Class 1 electronic driver has a power factor >90%, THD <20%, with an expected life of 100,000 hours with <1% failure rate. Serviceable 10kV surge protection device meets a minimum Category C Low for operation (per ANSI/IEEE C62.41.2). INSTALLATION Included luminaire and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color or less. GOVERNMENT PROCUREMENT BAA – Buy America(n) Act: Product qualifies as a domestic end product under the Buy American Act as implemented in the FAR and DFARS. Product also qualifies as manufactured in the United States under DOT Buy America regulations. BABA – Build America Buy America: Product qualifies as produced in the United States under the definitions of the Build America, Buy America Act. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms- and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Orientation Diagrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RAD1 LED homepage. RAD1 SYM RAD1 SYM R90RAD1 SYM HS House side shield RAD1 ASY Standard RAD1 ASY R90RAD1 ASY HS RAD1 ASY L90 House side shield RAD1 PATH RAD1 PATH R90RAD1 PATH HS House side shield Standard Optic House side Shield Rotated R90 Page 153 of 161 RCNY LED Series Package Color Temperature CRI Lens RCNY LED ALO1 2,000-12,000 Lumens ALO2 4,000-24,000 Lumens 30K 3000K 40K 4000K 50K 5000K 57K 5700K AMBLW (Limited Wavelength) 1 70CRI 80CRI 90CRI 2 AMCRI 3 SYMC Symmetric Clear Lens ASYC Asymmetric Clear Lens SYMF Symmetric Frost Lens SYMG Symmetric Glass Lens Voltage Trim Trim Finish Option MVOLT 120-277V HVOLT 347-480V BZS 11.5" Square Bezel BZL 18.0" Square Bezel 4 DWHXD White DBLXD Black DDBXD Bronze DNAXD Natural Aluminum CCE Coastal Protection SPD10KV 10K Surge Protection DMG 5 0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately) 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2024-2026 Acuity Brands Lighting, Inc. All rights reserved. RCNY LED Rev. 06/10/26 COMMERCIAL OUTDOOR RCNY LED Recessed LED Canopy/Ceiling Luminaire Ordering Information EXAMPLE: RCNY LED ALO2 50K 70CRI SYMC MVOLT BZS DWHXD NOTES 1. Only available with ALO2 and AMCRI. 2. 90CRI not available with 57K. 3. Only available with ALO2 and AMBLW. 4. BZL Only Available with SYMG Lens 5. FAO not included with fixture, ALO2 will be set at 24,000 lumens and ALO1 at 12,000 Lumens. Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction The RCNY LED recessed luminaire is designed to provide exceptional energy savings and versatility in one fixture. With a compact design the RCNY provides superior illumination while blending into the canopy space seamlessly. The RCNY is unique in that as a recessed canopy it can be installed in both 12" and 16" canopy decks. Features such as Adjustable Lumen Output Dial with 8 Settings and forward throw distribution (ASYC) option make the RCNY one of the most versatile gas station canopies in the market. Lumen dial and driver are both accessible from below. With up to 179 LPW the RCNY LED delivers up to 90% in energy savings when replacing metal halide luminaires. With over 100,000 hour life expectancy (12+ years of 24/7 continuous operation), the RCNY LED luminaire provides significant maintenance savings over traditional luminaires. Wet location junction box available upon request. RCNY LED Width: 11.5" Height: 5.9" Length: 11.5" Weight: 14lbs Specifications Accessories Ordered and shipped separately. Catalog Description Use Dimensions FP12RM* RCNY Backplate for 12" Decks Covers Existing Hole if Larger than Fixture 11.5" x 24" x 18GA Galv Steel FP16RM* RCNY Backplate for 16" Decks Covers Existing Hole if Larger than Fixture 15.5" x 24" x 18GA Galv Steel BP18RM* RCNY 18" Beautyplate Covers Existing Footprint of Existing Fixture 18" x 18" x 16GA Aluminum BP26RM* RCNY 26" Beautyplate Covers Existing Footprint of Existing Fixture 26" x 26" x 16GA Aluminum WLJBX2 Waterproof J-Box 1/2 Inch with Cover For Power Supply Wiring 2.8" x 4.6" x 2.0" Aluminum * Add “U" to the end of the catalog number for individual unit pack or “J6" for packs of 6 units Page 154 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2024-2026 Acuity Brands Lighting, Inc. All rights reserved. RCNY LED Rev. 06/10/26 COMMERCIAL OUTDOOR Performance Data Full photometric data report available within 2 weeks from request. Contact Acuity Tech Support.Photometric Diagrams Performance Package Setting System Watts 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) 50K (5000K, 90 CRI) Lumens LPW Lumens LPW Lumens LPW Lumens LPW ALO2 1 24 3,681 153 3,795 158 3,843 160 3,436 143 ALO2 2 42 6,933 165 7,149 170 7,238 172 6,473 154 ALO2 3 57 9,677 170 9,978 175 10,103 177 9,035 159 ALO2 4 74 12,606 170 12,998 176 13,162 178 11,770 159 ALO2 5 89 15,249 171 15,723 177 15,920 179 14,237 160 ALO2 6 107 18,182 170 18,747 175 18,983 177 16,975 159 ALO2 7 123 20,446 166 21,082 171 21,347 174 19,089 155 ALO2 8 132 22,143 168 22,831 173 23,118 175 20,003 152 ALO1 1 14 1,956 140 2,017 144 2,042 146 1,842 132 ALO1 2 24 3,684 154 3,799 158 3,846 160 3,470 145 ALO1 3 32 5,142 161 5,302 166 5,369 168 4,844 151 ALO1 4 40 6,699 167 6,907 173 6,994 175 6,310 158 ALO1 5 48 8,103 169 8,355 174 8,460 176 7,632 159 ALO1 6 57 9,662 170 9,962 175 10,087 177 9,101 160 ALO1 7 66 10,865 165 11,203 170 11,343 172 10,234 155 ALO1 8 72 11,767 163 12,132 169 12,285 171 11,083 154 Symmetric Clear Lens SYMMETRIC CLEAR LENS ASYMMETRIC CLEAR LENS /0/1/2/3/0/0/4/i255/6/7/0/2/0/8 /9/2/4/10/11/i255/4/9/6/0/4/2 /12/13/14/13/15/16/17/18/i255/20/12/21/22/i255/15/23/24/i255/13/15/16/25/i255/26/27/28/i255/29/27/12/20/30/i255/13/31/22/12/i255/32/33/16/15/14 /32/34/35/36/37/34/38/39/36/40/41/40/18 /15/42/39/43/44/35/42/34/i255/15/42/45/43/39/42/35/45 /14/41/46/39/i255/47/18 /30/31/48/i255/25/49/50/49/51/29 /14/41/46/39/i255/15/34/52/18 /13/12/53/30/14/22/i255/54/20/13/21/24/31/i255/15/30/17/55/14/30/21/17/56/i255/24/23/12/13/14/53/20/i255/15/13/54 /14/41/46/39/i255/24/34/39/41/18 /51/57/50/29/57/25/27/25/49 /12/34/39/34/58/44/45/18 /20/12/21/22/i255/15/23/24/i255/13/15/16/25/i255/26/27/28/i255/29/27/12/20/30/i255/13/31/22/12/i255/32/33/16/15/14 /24/41/46/38/40/42/59/39/42/44/35/18 /20/12/21/22/i255/15/23/24/i255/13/15/16/25/i255/26/27/28/i255/29/27/12/20/30/i255/13/31/22/12/i255/32/33/16/15/14 /15/34/60/59/i255/12/34/39/34/58/44/45/18 /21/42/38/43/42/34 /15/34/60/59/i255/16/36/39/59/36/39/18 /14/44/39/34/58/i255/58/36/60/42/35/34/42/40/41/i255/15/36/60/41/35/46/18/i255/50/61/62/63/29/64/49/56/i255/34/52/46/44/58/36/39/41/i255/59/43/44/39/44/60/41/39/40/65/i255/66 /54/34/58/58/34/46/39/i255/57/i255/24/40/42/67/41/40/18 /16/46/40/34/60/56/i255/16/46/40/34/60 /30/35/59/36/39/i255/68/34/39/39/34/45/41/18 /50/62/63/64/62 /23/37/37/42/38/34/38/65/18 /50/62/25/64/27/29/i255/69/15/36/60/41/35/46/i255/14/44/39/34/58/i255/57/i255/30/35/59/36/39/i255/68/34/39/39/34/45/41/70 /15/36/60/42/35/44/36/46/i255/16/59/41/35/42/35/45/18 /20/41/38/39/34/35/45/58/41/i255/69/15/18/i255/61/64/26/25/71/56/i255/68/18/i255/61/64/26/25/71/70 /32/34/72/i255/12/73/18 /61/56/27/63/25/64/27/i255/34/39/i255/55/44/40/42/74/44/35/39/34/58/18/i255/27/75/56/i255/33/41/40/39/42/38/34/58/18/i255/49/29/64/26/75 /20/44/34/73/76/34/65/i255/12/58/34/46/46/18 /33/23/20/22/i255/31/55/16/20/14/56/i255/14/22/77/23/i255/30/30/30 /66/14/41/46/39/i255/52/34/46/41/73/i255/44/35/i255/34/52/46/44/58/36/39/41/i255/59/43/44/39/44/60/41/39/40/65/i255/76/43/41/40/41/i255/58/34/60/59/i255/58/36/60/41/35/46/78/58/36/60/41/35/46/i255/39/44/39/34/58/64 /66/12/36/39/44/37/37/i255/12/58/34/46/46/42/37/42/38/34/39/42/44/35/i255/34/35/73/i255/41/37/37/42/38/42/41/35/38/65/i255/38/34/35/35/44/39/i255/52/41/i255/59/40/44/59/41/40/58/65/i255/38/34/58/38/36/58/34/39/41/73/i255/37/44/40/i255/34/52/46/44/58/36/39/41/i255/59/43/44/39/44/60/41/39/40/65/64 /33/42/46/36/34/58/i255/77/43/44/39/44/60/41/39/40/42/38/i255/14/44/44/58/i255/50/64/25/64/49/51/i255/12/44/59/65/40/42/45/43/39/i255/25/27/25/49/56/i255/13/38/36/42/39/65/i255/54/40/34/35/73/46/i255/15/42/45/43/39/42/35/45/64 /14/43/42/46/i255/77/43/44/39/44/60/41/39/40/42/38/i255/40/41/59/44/40/39/i255/43/34/46/i255/52/41/41/35/i255/45/41/35/41/40/34/39/41/73/i255/36/46/42/35/45/i255/60/41/39/43/44/73/46/i255/40/41/38/44/60/60/41/35/73/41/73/i255/52/65/i255/39/43/41/i255/30/23/31/21/13/64/i255/12/34/58/38/36/58/34/39/42/44/35/46/i255/34/40/41/i255/52/34/46/41/73/i255/44/35/i255/77/43/44/39/44/60/41/39/40/42/38/i255/73/34/39/34/i255/59/40/44/67/42/73/41/73 /0/1/2/3/0/0/4/i255/6/7/0/2/0/8 /9/2/4/10/11/i255/4/9/6/0/4/2 /12/13/14/13/15/16/17/18/i255/20/12/21/22/i255/15/23/24/i255/13/15/16/25/i255/26/27/28/i255/29/27/12/20/30/i255/31/22/32/12/i255/32/33/16/15/14/i255/34/i255/13/15/16/i255/31/23/14/14/30/21/17/i255/35/i255/36/31/32/37/31 /32/38/39/40/41/38/42/43/40/44/45/44/18 /15/46/43/47/48/39/46/38/i255/15/46/49/47/43/46/39/49 /14/45/50/43/i255/51/18 /30/31/52/i255/25/53/54/53/29/35 /14/45/50/43/i255/15/38/55/18 /13/12/56/30/14/22/i255/57/20/13/21/24/31/i255/15/30/17/58/14/30/21/17/59/i255/24/23/12/13/14/56/20/i255/15/13/57 /14/45/50/43/i255/24/38/43/45/18 /60/61/54/27/61/25/27/25/53 /12/38/43/38/62/48/49/18 /20/12/21/22/i255/15/23/24/i255/13/15/16/25/i255/26/27/28/i255/29/27/12/20/30/i255/31/22/32/12/i255/32/33/16/15/14/i255/34/i255/13/15/16/i255/31/23/14/14/30/21/17/i255/35/i255/36/31/32/37/31 /24/45/50/42/44/46/63/43/46/48/39/18 /20/12/21/22/i255/15/23/24/i255/13/15/16/25/i255/26/27/28/i255/29/27/12/20/30/i255/31/22/32/12/i255/32/33/16/15/14/i255/34/i255/13/15/16/i255/31/23/14/14/30/21/17/i255/35/i255/36/31/32/37 /15/38/64/63/i255/12/38/43/38/62/48/49/18 /21/46/42/47/46/38 /15/38/64/63/i255/16/40/43/63/40/43/18 /14/48/43/38/62/i255/62/40/64/46/39/38/46/44/45/i255/15/40/64/45/39/50/18/i255/25/27/53/54/54/65/35/59/i255/38/55/50/48/62/40/43/45/i255/63/47/48/43/48/64/45/43/44/66/i255/67 /57/38/62/62/38/50/43/i255/61/i255/24/44/46/68/45/44/18 /16/50/44/38/64/59/i255/16/50/44/38/64 /30/39/63/40/43/i255/69/38/43/43/38/49/45/18 /54/70/35/65/70 /23/41/41/46/42/38/42/66/18 /54/53/29/65/26/71/i255/36/15/40/64/45/39/50/i255/14/48/43/38/62/i255/61/i255/30/39/63/40/43/i255/69/38/43/43/38/49/45/37 /15/40/64/46/39/48/40/50/i255/16/63/45/39/46/39/49/18/20/45/42/43/38/39/49/62/45/i255/36/15/18/i255/35/65/27/53/72/59/i255/69/18/i255/35/65/27/53/72/37 /32/38/73/i255/12/74/18 /60/59/54/70/29/65/27/i255/38/43/i255/58/48/44/46/75/48/39/43/38/62/18/i255/35/26/76/59/i255/33/45/44/43/46/42/38/62/18/i255/25/65/26/76 /20/48/38/74/77/38/66/i255/12/62/38/50/50/18 /14/66/63/45/i255/33/31 /67/14/45/50/43/i255/55/38/50/45/74/i255/48/39/i255/38/55/50/48/62/40/43/45/i255/63/47/48/43/48/64/45/43/44/66/i255/77/47/45/44/45/i255/62/38/64/63/i255/62/40/64/45/39/50/78/62/40/64/45/39/50/i255/43/48/43/38/62/65 /67/12/40/43/48/41/41/i255/12/62/38/50/50/46/41/46/42/38/43/46/48/39/i255/38/39/74/i255/45/41/41/46/42/46/45/39/42/66/i255/42/38/39/39/48/43/i255/55/45/i255/63/44/48/63/45/44/62/66/i255/42/38/62/42/40/62/38/43/45/74/i255/41/48/44/i255/38/55/50/48/62/40/43/45/i255/63/47/48/43/48/64/45/43/44/66/65 /33/46/50/40/38/62/i255/79/47/48/43/48/64/45/43/44/46/42/i255/14/48/48/62/i255/54/65/25/65/53/60/i255/12/48/63/66/44/46/49/47/43/i255/25/27/25/53/59/i255/13/42/40/46/43/66/i255/57/44/38/39/74/50/i255/15/46/49/47/43/46/39/49/65 /14/47/46/50/i255/79/47/48/43/48/64/45/43/44/46/42/i255/44/45/63/48/44/43/i255/47/38/50/i255/55/45/45/39/i255/49/45/39/45/44/38/43/45/74/i255/40/50/46/39/49/i255/64/45/43/47/48/74/50/i255/44/45/42/48/64/64/45/39/74/45/74/i255/55/66/i255/43/47/45/i255/30/23/31/21/13/65/i255/12/38/62/42/40/62/38/43/46/48/39/50/i255/38/44/45/i255/55/38/50/45/74/i255/48/39/i255/79/47/48/43/48/64/45/43/44/46/42/i255/74/38/43/38/i255/63/44/48/68/46/74/45/74 Performance Package Setting System Watts 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) 50K (5000K, 90 CRI) Lumens LPW Lumens LPW Lumens LPW Lumens LPW ALO2 1 24 3,283 137 3,385 141 3,427 143 3,065 128 ALO2 2 42 6,184 147 6,376 152 6,456 154 5,774 137 ALO2 3 57 8,632 151 8,900 156 9,012 158 8,059 141 ALO2 4 74 11,244 152 11,594 157 11,740 159 10,498 142 ALO2 5 89 13,601 153 14,024 158 14,200 160 12,699 143 ALO2 6 107 16,217 152 16,721 156 16,932 158 15,141 142 ALO2 7 123 18,237 148 18,804 153 19,040 155 17,027 138 ALO2 8 132 19,750 150 20,364 154 20,620 156 18,440 140 ALO1 1 14 1,745 125 1,799 129 1,821 130 1,643 117 ALO1 2 24 3,286 137 3,388 141 3,431 143 3,095 129 ALO1 3 32 4,587 143 4,729 148 4,789 150 4,320 135 ALO1 4 40 5,975 149 6,161 154 6,238 156 5,628 141 ALO1 5 48 7,227 151 7,452 155 7,546 157 6,808 142 ALO1 6 57 8,618 151 8,886 156 8,997 158 8,117 142 ALO1 7 66 9,691 147 9,992 151 10,118 153 9,128 138 ALO1 8 72 10,495 146 10,821 150 10,957 152 9,886 137 Symmetric Frost Lens Performance Package Setting System Watts 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) 50K (5000K, 90 CRI) Lumens LPW Lumens LPW Lumens LPW Lumens LPW ALO2 1 26 3,193 123 3,411 131 3,549 137 2,378 91 ALO2 2 45 5,628 125 6,012 134 6,096 135 4,192 93 ALO2 3 61 7,957 130 8,500 139 8,618 141 5,927 97 ALO2 4 79 10,142 128 10,834 137 10,984 139 7,554 96 ALO2 5 96 12,281 128 13,119 137 13,301 139 9,147 95 ALO2 6 114 14,093 124 15,055 132 15,264 134 10,497 92 ALO2 7 132 15,860 120 16,943 128 17,178 130 11,813 89 ALO2 8 141 16,293 116 18,078 128 18,329 130 12,605 89 ALO1 1 14 1,587 113 1,696 121 1,719 123 1,182 84 ALO1 2 25 2,798 112 2,989 120 3,030 121 2,084 83 ALO1 3 31 3,877 125 4,142 134 4,199 135 2,888 93 ALO1 4 39 5,041 129 5,385 138 5,460 140 3,755 96 ALO1 5 47 6,105 130 6,521 139 6,612 141 4,547 97 ALO1 6 53 7,005 132 7,483 141 7,587 143 5,218 98 ALO1 7 60 7,884 131 8,422 140 8,539 142 5,872 98 ALO1 8 66 8,412 127 8,986 136 9,111 138 6,266 95 Asymmetric Clear Lens B U G SYMC 4 0 2 SYMF 4 0 2 ASYC 3 0 2 RCNY LED ALO2 50K Performance Package Setting System Watts 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) 50K (5000K, 90 CRI) Lumens LPW Lumens LPW Lumens LPW Lumens LPW ALO2 1 24 3,511 146 3,620 151 3,666 153 3,278 137 ALO2 2 42 6,614 157 6,819 162 6,905 164 6,175 147 ALO2 3 57 9,231 162 9,518 167 9,638 169 8,619 151 ALO2 4 74 12,025 163 12,399 168 12,555 170 11,227 152 ALO2 5 89 14,546 163 14,998 169 15,186 171 13,581 153 ALO2 6 107 17,344 162 17,883 167 18,108 169 16,193 151 ALO2 7 123 19,504 159 20,110 163 20,363 166 18,209 148 ALO2 8 132 21,122 160 21,779 165 22,052 167 19,721 149 ALO1 1 14 1,866 133 1,924 137 1,948 139 1,757 126 ALO1 2 24 3,514 146 3,624 151 3,669 153 3,310 138 ALO1 3 32 4,905 153 5,058 158 5,121 160 4,620 144 ALO1 4 40 6,390 160 6,589 165 6,672 167 6,019 150 ALO1 5 48 7,729 161 7,970 166 8,070 168 7,281 152 ALO1 6 57 9,216 162 9,503 167 9,622 169 8,681 152 ALO1 7 66 10,364 157 10,686 162 10,820 164 9,762 148 ALO1 8 72 11,224 156 11,573 161 11,718 163 10,572 147 Symmetric Glass Lens Page 155 of 161 1 Acuity Way, Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2024-2026 Acuity Brands Lighting, Inc. All rights reserved. RCNY LED Rev. 06/10/26 COMMERCIAL OUTDOOR Line Art 5.56 5.93 .33 4.50 1.06 FIGURE 1: SIDE VIEW OF LUMINAIRE 10.12 10.12 FIGURE 2: TOP SIDE OF CANOPY 11.54 11.54 FIGURE 3: BOTTOM SIDE OF CANOPY WITH BZS OPTION 18.000 18.000 FIGURE 4: WITH BZS OPTION FEATURES & SPECIFICATIONS INTENDED USE The Velarium RCNY LED recessed luminaire is designed to provide exceptional energy savings and versatility in one fixture. With a compact design the RCNY provides superior illumination while blending into the canopy space seamlessly. The RCNY is unique in that as a recessed canopy it can be installed in both 12" and 16" canopy decks. Features such as Adjustable Lumen Output and forward throw distribution option make the RCNY one of the most versatile gas station canopies in the market. With up to 179 LPW the RCNY LED delivers up to 90% in energy savings when replacing metal halide luminaires. With over 100,000 hour life expectancy (12+ years of 24/7 continuous operation), the RCNY LED luminaire provides significant maintenance savings over traditional luminaires. CONSTRUCTION Die-cast aluminum housing for the light engine is optimized for thermal management. Driver is accessible from below without removing fixture for easy maintenance. The light engine housing is completely sealed against moisture and environmental contaminants (IP66) and is suitable for hose-down application. ELECTRICAL Light engine consists of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (up to L77/100,000 hours at 25°C). The electronic driver has a power factor of >90% and THD <20%. Standard 6KV surge protection. Operating temperature -40C to 35C. Driver is a 0-10V dimming driver. INSTALLATION The product can be installed by one person to a 12" or 16" deck panel. The Adjustable Lumen Output (ALO) module in the driver box allows the contractor to customize the lumens (8 levels) based on application needs. Two trim options provide clean look once installation is complete. LISTINGS CSA Certified to meet U.S. and Canadian standards. IP66 Rated for wet locations. Tested in accordance with IESNA LM-79 and LM-80 standards. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms- and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. The product images shown are for illustration purposes only and may not be an exact representation of the product. Specifications subject to change without notice. Page 156 of 161 Introduction The WDGE LED family is designed to meet specifier’s every wall- mounted lighting need in a widely accepted shape that blends with any architecture. The clean rectilinear design comes in four sizes with lumen packages ranging from 1,200 to 25,000 lumens, providing a true site-wide solution. Embedded with nLight® AIR wireless controls, the WDGE family provides additional energy savings and code compliance. WDGE2 delivers up to 6,000 lumens with a soft, non-pixelated light source, creating a visually comfortable environment. When combined with multiple integrated emergency battery backup options, including an 18W cold temperature option, the WDGE2 becomes the ideal wall-mounted lighting solution for pedestrian scale applications in any environment. 1 Acuity Way • Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2019-2026 Acuity Brands Lighting, Inc. All rights reserved. WDGE2 LED Rev. 07/06/26 COMMERCIAL OUTDOOR WDGE2 LED Architectural Wall Sconce Visual Comfort Optic Catalog Number Notes Type Depth (D1): 7" Depth (D2): 1.5" Height: 9" Width: 11.5" Weight: (without options) 13.5 lbs Hit the Tab key or mouse over the page to see all interactive elements. Specifications Series Package Color Temperature CRI Distribution Voltage Mounting WDGE2 LED P1 1 P2 1 P3 1 P4 1 P5 1 P1SW P2SW P3SW Door with small window (SW) is required to accommodate sensors. See page 2 for more details. 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 2 5000K 80CRI 90CRI VF Visual comfort forward throw VW Visual comfort wide MVOLT 347 3 480 3 Shipped included SRM Surface mounting bracket ICW Indirect Canopy/Ceiling Washer bracket (dry/damp locations only)4 Shipped separately AWS 3/8inch Architectural wall spacer5 PBBW Surface-mounted back box (top, left, right conduit entry). Use when there is no junction box available.5 Options Finish E4WH Emergency battery backup, Certified in CA Title 20 MAEDBS (4W, 0°C min) E10WH Emergency battery backup, Certified in CA Title 20 MAEDBS (10W , 5°C min) E20WC Emergency battery backup, Certified in CA Title 20 MAEDBS (18W , -20°C min) PE Photocell, Button Type 6 DS Dual switching (comes with 2 drivers and 2 light engines; see page 3 for details) 7 DMG 0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately) 8 BCE Bottom conduit entry for back box (PBBW). Total of 4 entry points. DSLE Dual Switching (1 Driver, 2 Light Engines) CCE Coastal Construction5 Standalone Sensors/Controls (only available with P1SW , P2SW & P3SW) PIR Bi-level (100/35%) motion sensor for 8-15’ mounting heights. Intended for use on switched circuits with external dusk to dawn switching. PIRH Bi-level (100/35%) motion sensor for 15-30’ mounting heights. Intended for use on switched circuits with external dusk to dawn switching PIR1FC3V Bi-level (100/35%) motion sensor for 8-15’ mounting heights with photocell pre-programmed for dusk to dawn operation. PIRH1FC3V Bi-level (100/35%) motion sensor for 15-30’ mounting heights with photocell pre-programmed for dusk to dawn operation. Networked Sensors/Controls (only available with P1SW , P2SW & P3SW) NLTAIR2 PIR Embedded wireless controls by nLight with Passive Infrared Occ sensor and on/off photocell for 8-15' mounting heights. NLTAIR2 PIRH Embedded wireless controls by nLight with Passive Infrared Occ sensor and on/off photocell for 15-30' mounting heights. NLTAIREM2 PIR Embedded wireless controls by nLight with UL924 listed emegency operation, Passive Infrared Occ sensor and on/off photocell for 8-15' mounting heights9 NLTAIREM2 PIRH Embedded wireless controls by nLight with UL924 listed emegency operation, Passive Infrared Occ sensor and on/off photocell for 15-30' mounting heights9 See page 4 for out of box functionality DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone Ordering Information EXAMPLE: WDGE2 LED P3 40K 80CRI VF MVOLT SRM DDBXD WDGE LED Family Overview D1W D2 H Luminaire Optics Standard EM, 0°C Cold EM, -20°C Sensor Approximate Lumens (4000K, 80CRI) P0 P1 P2 P3 P4 P5 P6 WDGE1 LED Visual Comfort 4W -- 750 1,200 2,000 -- -- -- -- WDGE2 LED Visual Comfort 10W 18W Standalone / nLight -- 1,200 2,000 3,000 4,500 6,000 -- WDGE2 LED Precision Refractive 10W 18W Standalone / nLight 700 1,200 2,000 3,200 4,200 -- -- WDGE3 LED Precision Refractive 15W 18W Standalone / nLight 6,000 7,500 8,500 10,000 12,000 -- -- WDGE4 LED Precision Refractive Standalone / nLight -- 12,000 16,000 18,000 20,000 22,000 25,000 Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. *See ordering tree for details Page 157 of 161 NOTES 1 P1-P5 not available with sensors/controls. Sensors/controls only available with P1SW, P2SW and P3SW. 2 50K not available in 90CRI. 3 347V and 480V not available with E4WH, E10WH, E20WC, DS or DSLE. 4 Not qualified for DLC. Not available with emergency battery backup or sensors/controls. 5 For PBBW and AWS with CCE option,require an RFA. 6 PE not available in 480V or with sensors/controls. 7 DS option not available with E4WH, E10WH, E20WC or sensors/controls. 8 DMG option not available with sensors/controls. 9 Available with MVOLT only and only rated to 25C ambient. Accessories Ordered and shipped separately. WDGEAWS DDBXD WDGE 3/8inch Architectural Wall Spacer (specify finish) WDGE2PBBW DDBXD U WDGE2 surface-mounted back box (specify finish) Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Default configuration with no sensors/controls. Power Packages: P1, P2, P3, P4, P5 Small Window (SW) configuration Power Packages: P1SW, P2SW, P3SW Configuration with sensors/controls Power Packages: P1SW, P2SW, P3SW Performance Package System Watts Dist. Type 27K (2700K, 80 CRI) 30K (3000K, 80 CRI) 35K (3500K, 80 CRI) 40K (4000K, 80 CRI) 50K (5000K, 80 CRI) Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G P1 / P1SW 10W VF 1,166 119 0 0 0 1,209 123 0 0 0 1,251 128 0 0 0 1,256 128 0 0 0 1,254 128 0 0 0 VW 1,197 122 0 0 0 1,241 126 0 0 0 1,284 131 0 0 0 1,289 131 0 0 0 1,286 131 0 0 0 P2 / P2SW 15W VF 1,878 129 1 0 0 1,947 134 1 0 0 2,015 139 1 0 0 2,023 139 1 0 0 2,019 139 1 0 0 VW 1,927 133 1 0 0 1,997 137 1 0 0 2,067 142 1 0 0 2,075 143 1 0 0 2,071 143 1 0 0 P3 / P3SW 23W VF 2,908 129 1 0 0 3,015 134 1 0 0 3,119 138 1 0 0 3,132 139 1 0 0 3,126 139 1 0 0 VW 2,983 132 1 0 0 3,093 137 1 0 0 3,200 142 1 0 0 3,213 143 1 0 0 3,206 142 1 0 0 P4 35W VF 4,096 117 1 0 1 4,247 121 1 0 1 4,394 126 1 0 1 4,412 126 1 0 1 4,403 126 1 0 1 VW 4,202 120 1 0 0 4,357 125 1 0 1 4,508 129 1 0 1 4,526 129 1 0 1 4,517 129 1 0 1 P5 48W VF 5,567 115 1 0 1 5,772 119 1 0 1 5,972 123 1 0 1 5,996 124 1 0 1 5,984 124 1 0 1 VW 5,711 118 1 0 1 5,921 122 1 0 1 6,127 126 1 0 1 6,151 127 1 0 1 6,139 127 1 0 1 Option Dist. Type Lumens E4WH VF 646 VW 647 E10WH VF 1,658 VW 1,701 E20WC VF 2,840 VW 2,913 Lumen Output in Emergency Mode (4000K, 80 CRI) 1 Acuity Way • Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2019-2026 Acuity Brands Lighting, Inc. All rights reserved. WDGE2 LED Rev. 07/06/26 COMMERCIAL OUTDOOR Performance Data Lumen Output Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.03 10°C 50°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF , use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 0 25,000 50,000 100,000 Lumen Maintenance Factor 1.0 >0.96 >0.95 >0.91 Performance Package System Watts Current (A) 120V 208V 240V 277V 347V 480V P1 / P1SW 10W 0.082 0.049 0.043 0.038 -- -- 13W -- -- -- -- 0.046 0.033 P2 / P2SW 15W 0.132 0.081 0.072 0.064 -- -- 18W -- -- -- -- 0.056 0.041 P3 / P3SW 23W 0.195 0.114 0.100 0.088 -- -- 26W -- -- -- -- 0.079 0.058 P4 35W 0.302 0.175 0.152 0.134 -- -- 38W -- -- -- -- 0.115 0.086 P5 48W 0.434 0.241 0.211 0.184 -- -- 52W -- -- -- -- 0.157 0.119 Electrical Load CCT Multiplier 27K 0.845 30K 0.867 35K 0.845 40K 0.885 50K 0.898 Lumen Multiplier for 90CRI Page 158 of 161 To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting WDGE LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards. 1 Acuity Way • Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2019-2026 Acuity Brands Lighting, Inc. All rights reserved. WDGE2 LED Rev. 07/06/26 COMMERCIAL OUTDOOR Photometric Diagrams The emergency battery backup is integral to the luminaire — no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product. All emergency battery backup configurations include an independent secondary driver with an integral relay to immediately detect loss of normal power and automatically energize the luminaire. The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time normal power is lost and maintain a minimum of 60% of the light output at the end of 90minutes. Applicable codes: NFPA 70/NEC – section 700.16, NFPA 101 Life Safety Code Section 7.9 The examples below show illuminance of 1 fc average and 0.1 fc minimum in emergency mode with E10WH or E20WC and VF distribution. Emergency Egress Options Emergency Battery Backup The dual switching option offers operational redundancy that certain codes require. With this option the luminaire comes integrated with two drivers and two light engines. These work completely independent to each other so that a failure of any individual component does not cause the whole luminaire to go dark. Applicable codes: NFPA 70/NEC – section 700.16, NFPA 101 Life Safety Code Section 7.9 Dual Switching (DS) Option WDGE2 LED xx 40K 80CRI VF MVOLT E10WH Grid = 10ft x 10ft 30' 0.1 fc min. 1.0 fc avg. 8' 22' 40' 0.1 fc min. 1.0 fc avg. 12' 26' 8' MH 12' MH 40' 0.1 fc min. 1.0 fc avg. 12' 31' 40' 0.1 fc min. 1.0 fc avg. 15' 37' 12' MH 15' MH WDGE2 LED xx 40K 80CRI VF MVOLT E20WC LEGEND 0.25 fc 0.5 fc 3.0 fc 1.0 fc WDGE2 LED P3 40K 80CRI VWWDGE2 LED P3 40K 80CRI VW MH = 10ft Grid = 10ft x 10ft WDGE2 LED P3 40K 80CRI VFWDGE2 LED P3 40K 80CRI VF The dual switching option offers operational redundancy that certain codes require. With this option the luminaire comes integrated with one driver and two light engines. These work completely independent to each other so that a failure of either light engine does not cause the whole luminaire to go dark. Applicable codes: NFPA 70/NEC – section 700.16, NFPA 101 Life Safety Code Section 7.9 Dual Switching Light Engine (DSLE) Option Page 159 of 161 1 Acuity Way • Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2019-2026 Acuity Brands Lighting, Inc. All rights reserved. WDGE2 LED Rev. 07/06/26 COMMERCIAL OUTDOOR Motion/Ambeint sensor (Sensor Switch MSOD) is integrated into the the luminaire. The sensor provides both Motion and Daylight based dimming of the luminaire. For motion detection, the sensor utilizes 100% Digital Passive Infrared (PIR) technology that is tuned for walking size motion while preventing false tripping from the environment. The integrated photocell enables additional energy savings during daytime periods when there is sufficient daylight. Optimize sensor coverage by either selecting PIR or PIRH option. PIR option comes with a sensor lens that is optimized to provide maximum coverage for mounting heights between 8-15ft, while PIRH is optimized for 15-40ft mounting height. Control / Sensor Options Motion/Ambient Sensor (PIR_, PIRH_) nLight® AIR is a wireless lighting controls platform that allows for seamless integration of both indoor and outdoor luminaires. Five-tier security architecture, 900 MHz wireless communication and app (CLAIRITY™ Pro) based configurability combined together make nLight® AIR a secure, reliable and easy to use platform. Networked Control (NLTAIR2) HIGH VIEW 0 ft 15 0 m 4.6 30 24 18 12 6 0 ft 6 12 18 24 30 9.2 7.4 5.4 3.6 1.8 0 m 1.8 3.6 5.4 7.4 9.2 30 24 18 12 6 0 ft 6 12 18 24 30 9.2 7.4 5.4 3.6 1.8 0 m 1.8 3.6 5.4 7.4 9.2 LOW VIEW 0 ft 9 0 m 2.7 18 15 12 9 6 3 0 ft 3 6 9 12 15 18 5.4 4.6 3.6 2.7 1.8 0.9 0 m 0.9 1.8 2.7 3.6 4.6 5.4 18 15 12 9 6 3 0 ft 3 6 9 12 15 18 5.5 4.6 3.7 2.7 1.8 0.9 0 m 0.9 1.8 2.7 3.7 4.6 5.5 PIR PIRH TOP VIEW 20 10 0 ft 10 20 6.1 3 0 m 3 6.1 20 0 ft 20 6.1 0 m 6.1 SIDE VIEW 0 ft 10 20 30 40 0 m 3 6.1 9.1 12.2 TOP VIEW 20 10 0 ft 10 20 6.1 3 0 m 3 6.1 20 0 ft 20 6.1 0 m 6.1 SIDE VIEW 0 ft 10 20 30 40 0 m 3 6.1 9.1 12.2 Option Dim Level High Level (when triggered Photocell Operation Motion Time Delay Ramp-down Time Ramp-up Time PIR or PIRH Motion - 3V (37% of full output) Photocell - 0V (turned off) 10V (100% output) Enabled @ 5fc 5 min 5 min Motion - 3 sec Photocell - 45 sec PIR1FC3V, PIRH1FC3V Motion - 3V (37% of full output) Photocell - 0V (turned off) 10V (100% output) Enabled @ 1fc 5 min 5 min Motion - 3 sec Photocell - 45 sec NLTAIR2 PIR, NLTAIR2 PIRH (out of box) Motion - 3V (37% of full output) Photocell - 0V (turned off) 10V (100% output) Enabled @ 5fc 7.5 min 5 min Motion - 3 sec Photocell - 45 sec • NLTAIREM2 devices will remain at their high-end trim and ignore wireless lighting control commands, unless a normal-power- sensed (NPS) broadcast is received at least every 8 seconds. • Using the CLAIRITY+ mobile app, NLTAIREM2 devices must be associated with a group that includes a normal power sensing device to receive NPS broadcasts. • The non-emergency devices, NLTAIR2 PIR and NLTAIR2 PIRH, with version 3.4 or later firmware can be used for normal power sensing. UL 924 Response – nLight AIR Devices with EM Option Page 160 of 161 1 Acuity Way • Decatur, GA 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2019-2026 Acuity Brands Lighting, Inc. All rights reserved. WDGE2 LED Rev. 07/06/26 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE Common architectural look, with clean rectilinear shape, of the WDGE LED was designed to blend with any type of construction, whether it be tilt-up, frame or brick. Applications include commercial offices, warehouses, hospitals, schools, malls, restaurants, and other commercial buildings. CONSTRUCTION The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP66 rating for the luminaire. FINISH Exterior painted parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non-textured finishes. COASTAL CONSTRUCTION (CCE) Optional corrosion resistant construction is engineered with added corrosion protection in materials and/or pre-treatment of base material under super durable paint. Provides additional corrosion protection for applications near coastal areas. Finish is salt spray tested to over 5,000 hours per ASTM B117 with scribe rating of 10. Additional lead-times may apply. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall-mount applications. The WDGE LED has zero uplight and qualifies as a Nighttime Friendly™ product, meaning it is consistent with the LEED® and Green Globes™ criteria for eliminating wasteful uplight. ELECTRICAL Light engine consists of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (up to L91/100,000 hours at 25°C). The electronic driver has a power factor of >90%, THD <20%. Luminaire comes with built in 6kV surge protection, which meets a minimum Category C low exposure (per ANSI/IEEE C62.41.2). Fixture ships standard with 0-10v dimmable driver. INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. The 3/8” Architectural Wall Spacer (AWS) can be used to create a floating appearance or to accommodate small imperfections in the wall surface. The ICW option can be used to mount the luminaire inverted for indirect lighting in dry and damp locations. Design can withstand up to a 1.5 G vibration load rating per ANSI C136.31. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP66 rated. PIR options are rated for wet location. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 2700K and 3000K color temperature only and SRM mounting only. GOVERNMENT PROCUREMENT BAA – Buy American Act: This product is available in a version that qualifies as a domestic end product under the Buy American Act as implemented in the FAR and DFARS. BABA – Build America Buy America: This product is available in a version that qualifies as produced in the United States under the definitions of the Build America, Buy America Act, as implemented by 2 C.F .R. Part 184 and other agency implementing regulations, including Department of Transportation regulations. Please refer to www.acuitybrands.com/resources/buy-american for additional information. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Mounting, Options & Accessories D = 7" H = 11" W = 11.5" NLTAIR2 PIR – nLight AIR Motion/Ambient Sensor D = 1.75" H = 9" W = 11.5" PBBW – Surface-Mounted Back Box Use when there is no junction box available. D = 0.38" H = 4.4" W = 7.5" AWS – 3/8inch Architectural Wall Spacer Page 161 of 161