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HomeMy WebLinkAbout01/08/2026 P&Z Agenda PacketVillage of Mount Prospect Planning and Zoning Commission Regular Meeting Agenda 50 S. Emerson St. Mount Prospect, IL 60056 January 8, 2026 Village Hall - 3rd Floor Board Room 7:00 PM 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. PZ-15-25 / 605 W. Golf Road /Final Plat of Subdivision and CU: Preliminary and Final Planned Unit Development 3. NEW BUSINESS 3.1. PZ-31-25 / 200 S. Main Street / CU: Preliminary and Final Planned Unit Development /Village Board Final 4. CITIZENS TO BE HEARD 5. QUESTIONS AND COMMENTS 6. ADJOURNMENT ANY INDIVIDUAL WHO WOULD LIKE TO ATTEND THIS MEETING BUT BECAUSE OF A DISABILITY OR NEEDS SOME ACCOMMODATION TO PARTICIPATE, SHOULD CONTACT THE VILLAGE MANAGER'S OFFICE AT 8471392-6000, EXTENSION 5307 Page 1 of 128 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ-15-25 Hearing Date: December 11, 2025 PROPERTY ADDRESS: 605W. Golf Road PETITIONER: Jason Doland, Doland Engineering LLC PROPERTY OWNER: Trinity United Methodist Church PUBLICATION DATE: November 26, 2025 REQUEST: Final plat of subdivision; Conditional use for a preliminary and final planned unit development. MEMBERS PRESENT: William Beattie Walter Szymczak Michael Fricano Fay Costa MEMBERS ABSENT: Joseph Donnelly Ewa Weir Donald Olsen Richard Rogers STAFF MEMBERS PRESENT: Ann Choi — Development Planner INTERESTED PARTIES: Jason Doland — Petitioner Trinity United Methodist Church — PropertyOwner Jill Kaplan — Resident and Neighbor Vice Chairman Beattie called the meeting to order at 7:04 PM. Commissioner Szymczak made a motion seconded by Commissioner Costa to approve the minutes from the Planning and Zoning Commission meeting on November 13, 2025. The minutes were approved 4-0. Vice Chairman Beattie introduced case number PZ-15-25, a request for conditional use approval fora preliminary and final planned unit development and afinal plat of subdivision for Trinity United Methodist Church. Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 2 of 128 0) Staff Presentation Ms. Choi stated that the petition before the Planning and Zoning Commission was for approval of a preliminary and final Planned Unit Development (PUD) and a final plat of subdivision for the Trinity Church Resubdivision at 605 W. Golf Road. The petitioner is Jason Doland of Doland Engineering, LLC, on behalf of the property owner, Trinity United Methodist Church. The proposal would subdivide the property into six lots, including four single-family residential lots (Lots 1 through 4), one church lot (Lot 5), and one outlot (Outlot A) dedicated to stormwater detention and volume control. Ms. Choi reviewed the proposed site layout, access, parking for the church, and the role of Outlot A in managing stormwater for both the residential lots and the church property. Ms. Choi explained that the PUD establishes bulk regulations, subdivision standards, and architectural diversity requirements to prevent repetitive building patterns within the subdivision. Ms. Choi summarized the architectural diversity standards and noted that staff reviewed the request for compliance with the conditional use and PUD standards and found them to be met. Ms. Choi stated that staff recommends approval of the final plat of subdivision and final PUD, subject to conditions related to homeowners' association documentation, removal of existing accessory structures, architectural diversity compliance, and aesthetic screening of stormwater infrastructure, and recommended that the Planning and Zoning Commission adopt staff's findings and forward a recommendation of approval to the Village Board, which would have final authority. Ms. Choi stated that staff finds that the standards for a conditional use and planned unit development have been met, as set forth in the Petitioner's and staff's responses to the standards. Based on these findings, Ms. Choi recommended that the Planning and Zoning Commission make motion to adopt staff's findings as the findings of the Planning and Zoning Commission and recommend approval of the following motions: 1. A final plat of subdivision titled "Trinity Church Resubdivision" prepared by Doland Engineering, LLC, and bearing the latest revision date of September 9, 2025, attached as Exhibit B in the staff report; 2. A conditional use for a final Planned Unit Development (PUD) consisting of six R-1 zoned lots including four lots (Lots 1, 2, 3 and 4) that are intended for the development of four separate single-family detached residential homes, one lot (Lot 5) that will remain as the church lot, and one lot (Outlot A) that is a separate lot designated for stormwater volume control and detention for Lots 1, 2, 3 and 4 and for accepting discharge from the detention storage on Lot 5, subject to the following conditions: a. Prior to obtaining the first temporary certificate of occupancy for Lots 1 through 4, the Petitioner shall submit homeowners' association documents for staff review and approval. The document shall address long-term site maintenance, including the maintenance of "Outlot A". Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 3 of 128 b. No sale of any parcel of land shall be consummated until the final subdivision plat has been approved by the Village Board. c. Any existing accessory structures located on Lots 1 through 4, including but not limited to the parking lot, playground equipment, light poles, and traffic signs, shall be removed in their entirety prior to the issuance of a building permit for the first home, but need not be removed prior to recording of the final plat. d. Architectural Diversity: To promote architectural diversity and avoid repetitive building patterns, no single-family dwelling constructed within the Trinity Church Resubdivision (Lots 1 through 4) shall be similar in appearance to any single-family dwelling located on the same street within a distance of two (2) lots in either direction of the subject lot. i. Definition of "Similar in Appearance": For purposes of this subsection, two dwellings shall be considered similar in appearance if they are identical or nearly identical with respect to any three (3) or more of the following architectural characteristics: 1. Primary roof form, including the dominant roof type (gable, hip, mansard, gambrel, flat, or combination): 2. Roof height, measured from finished grade to the peak, within a tolerance of +/- 2 feet; 3. Front -facing massing, defined as the approximate height and width of the primary front wall plane closest to the front lot Line; 4. Overall front -elevation form, including the predominant silhouette and massing as viewed from the street; 5. Fenestration pattern, including the relative location, arrangement, and size of windows on the front elevation; 6. Garage configuration, including the location, orientation, and dimensions of garage doors visible from the street; and 7. Primary exterior siding materials on the front elevation wall planes (e.g., brick veneer, horizontal siding, board -and -batten, shakes, or similar materials). ii. Characteristics Not Constituting Dissimilarity: The following characteristics, standing alone, shall not be deemed sufficient to establish dissimilarity between dwellings: 1. Variations in color; 2. Variations in roofing material; 3. Addition or deletion of minor decorative elements (including, but not limited to, dormers, cupolas, bay windows, belt courses, fan lights, chimneys, or ornamental features); 4. Reversal of plan orientation (right-hand/left-hand orientation); 5. Variation in window styles; and Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 4 of 128 4 6. Variations in height, width, or length measurements of less than five percent (5%), unless otherwise specified herein. iii. Submission and Approval Requirements: Prior to issuance of any building permit within the subdivision, the applicant shall submit: 1. A proposed set of building elevations for all planned home models; and 2. A streetscape diagram or lot assignment plan demonstrating compliance with the spacing requirement established in this subsection. The Director of Community Development shall review the submitted elevations and lot assignments for compliance with the requirements of this subsection. Approved elevations and lot assignments shall be binding upon subsequent building permit reviews. e. All visible structures within the front yards of Lots 1 through 4 associated with the underground stormwater management system shall be screened and aesthetically enhanced, subject to the review and approval of the Community Development Director. Required improvements may include, but are not limited to, decorative surface treatments (such as stamped or stained concrete), landscape screening with shrubs and/or ornamental grasses, or other beautification measures deemed acceptable by the Community Development Director." Discussion Vice Chairman Beattie noted that approval of the request would result in the church having a single point of ingress and egress and questioned whether this access would be sufficient to accommodate traffic on thechurch's busiest days. Ms. Choi responded that the proposal was reviewed by the public works department and fire department and no traffic concerns were raised given the attendance numbers for the church. Vice Chairman Beattie asked whether the variations required for Outlot A would be addressed through the planned unit development. Ms. Choi responded that the planned unit development would provide relief for all deviations required for Outlot A, and that Lots 1 through 5 all comply with code. Vice Chairman Beattie expressed surprise at the architectural diversity standards, noting that he had not previously encountered them during his service on the Planning and Zoning Commission. Ms. Choi responded that the standards are identified as a goal in the Village's Strategic Plan and that the Commission should expect to see proposed text amendments early next year that would incorporate similar requirements. Vice Chairman Beattie then asked whether the standards could pose a challenge for the sale of the lots, noting that the burden would fall on the seller to identify a developer willing to accept the restrictions. This question was deferred to the petitioner. Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 5 of 128 Commissioner Costa asked whether the preschool associated with the church was still in operation. A church member in the audience responded that the preschool is no longer operating. Hearing no further comments, Vice Chairman Beattie swore in the following speakers: • Petitioner, Jason Doland, Doland Engineering LLC, 3939 N Wilke Rd, Arlington Heights, IL. • Resident and neighbor, Jill Kaplan, 690W Bel Aire Ln, Mount Prospect, IL. • Resident and neighbor, Jason Fumo, 645 W Bel Aire Ln, Mount Prospect, IL. Mr. Doland presented a few highlights of the proposal: • The proposed single-family lots would exceed the minimum lot area and lot width requirements of the R-1 zoning district and would be comparable and compatible with the surrounding neighborhood; • The new development would be a good neighbor by introducing new stormwater collection points along the southeast and southwest corners of Lot 4, thereby preventing runoff from the new development from discharging onto existing residential properties to the south. Vice Chairman Beattie asked the Petitioner about the screening of structures in the front yard. Mr. Doland clarified that "structures" referred to the underground manholes with a Large manhole lid associated with the stormwater management system. Mr. Doland stated that the developer could "soften" these by using landscaping. Vice Chairman Beattie asked whether the architectural diversity standards would create an additional burden for the developer or the church. Mr. Doland responded that the standards would impose a burden; however, Mr. Doland acknowledged that similar requirements are anticipated in the near future as text amendments and stated that he understood they were being applied in this case because the zoning request would be approved prior to the adoption of the forthcoming text amendments. Mr. Doland acknowledged that the proposal represented a reasonable compromise with staff, allowing the subdivision to proceed with an unbuildable lot in exchange for incorporating architectural diversity requirements. Commissioner Costa reiterated that the stormwater storage would be underground and asked what material would be on the surface. Mr. Doland responded that the surface would be composed of grass/turf lawn and that residents would be unaware of what would be under the surface. Commissioner Costa asked if the developer would pull a permit with the MWRD under the stormwater management ordinance. Mr. Doland responded that this subdivision is not subject to MWRD since the development is below the threshold but that the development would follow the same standards of the Village's codes. Vice Chairman Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 6 of 128 6 Beattie commented that Outlot A would appear to read visually as an extension of the rear yards of the proposed residential lots rather than as a traditional depressed basin. Commissioner Fricano asked whether the proposed stormwater management system would help alleviate existing stormwater issues for the homes located south of Lot 4. Mr. Doland responded that it would, explaining that the proposed storm sewer collection points would be located below the shared lot line and would capture runoff along that boundary rather than allowing it to discharge onto adjacent properties. Mr. Doland further noted that, under existing conditions, stormwater tends to stagnate along the lot line, and that this condition would be improved with the installation of the proposed swale and collection system. Mr. Doland stated that the new development would not add burdens to the existing homes. Vice Chairman Beattie invited additional speakers to come to the podium. Ms. Kaplan stated that she resides directly south of Lot 4 and presented photographs showing standing water in her backyard following rain events, reiterating that stormwater issues exist on her property. Ms. Kaplan also noted that residents currently use the driveway as a pedestrian route to access the church and asked whether sidewalk would be provided to maintain that connection. Additionally, she inquired whether a sidewalk could be installed along the west side of Linneman Road, noting that a sidewalk currently exists only on the east side. Ms. Kaplan also noted that there is a healthy tree that is located at the back end of the proposed Lot 4 and if the tree would be removed as part of the development. Vice Chairman Beattie invited Mr. Fumo to speak. Mr. Fumo inquired whether the church intended to sell all four lots to a single developer or sell them individually, and expressed concern that a developer could potentially acquire all four lots and seek zoning relief to construct a higher -intensity, multi -family development. Vice Chairman Beattie responded that such a scenario would be difficult, as the planned unit development only permits single-family residential lots, and noted that single-family development is compatible with the surrounding neighborhood. Vice Chairman Beattie invited Mr. Doland to respond to the stormwater-related questions. Mr. Doland stated that the proposed development would not shed stormwater off -site and explained that existing pooling occurs within the area of proposed Lot 4, where two new storm inlets would be installed. Ms. Kaplan indicated that her concerns involved both proposed Lot 4 and her property. Mr. Doland responded that while he could not address drainage conditions on private property, stormwater collected on Lot 4 would not impact adjacent yards, noting that the collection points would be approximately one foot lower than the surrounding areas to facilitate drainage and prevent water stagnation. Vice Chairman Beattie requested a response to the second question regarding whether a sidewalk would be provided to preserve a pedestrian connection between the neighborhood and the church. Mr. Doland responded that no direct connection would be Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 7 of 128 FN provided, as the proposed side yards would abut one another; however, he noted that pedestrians could access the church via existing sidewalks on the east side of Linneman Road and along Golf Road. Vice Chairman Beattie requested a response to the third question regarding whether the seller could prevent the removal of a healthy tree located at the rear of proposed Lot 4. Mr. Doland responded that, due to the tree's location along the rear of Lots 3 and 4, a future homeowner could potentially work with the builder to preserve the tree as an amenity; however, the church could not guarantee its preservation. Vice Chairman Beattie requested a response to the fourth question regarding whether the church intended to sell the four lots to a single developer or sell them individually. Mr. Doland stated that the church's preference would be to sell all four lots to a single developer. Mr. Doland noted that if the lots were sold individually, a homeowners association would still be required to provide perpetual maintenance of the detention facilities and ensure compliance with the Village's anti -monotony requirements, and that some level of development control would be maintained regardless of whether there was one developer or multiple developers. Vice Chairman Beattie asked if there were any further questions for staff. Commissioner Fricano inquired whether the Village requires tree replacement if a tree is removed. Ms. Choi responded that replacement is not required unless the tree is designated for preservation. Vice Chairman Beattie noted that, based on prior residential developments, he was not aware of any requirements to retain site or perimeter trees and asked whether staff had considered such requirements for this project. Ms. Choi responded that staff did not propose imposing those requirements. Hearing no further comments or questions, Vice Chairman Beattie closed the hearing and asked fora motion. Commissioner Szymczak made a motion and Commissioner Costa seconded the motion to approve the requests as listed in the staff report and repeated here: 1. A final plat of subdivision titled "Trinity Church Resubdivision" prepared by Doland Engineering, LLC, and bearing the latest revision date of September 9, 2025, attached as Exhibit B in the staff report; 2. A conditional use for a final Planned Unit Development (PUD) consisting of six R-1 zoned lots including four lots (Lots 1, 2, 3 and 4) that are intended for the development of four separate single-family detached residential homes, one lot (Lot 5) that will remain as the church lot, and one lot (OutLot A) that is a separate lot designated for stormwater volume control and detention for Lots 1, 21 3 and 4 and for accepting discharge from the detention storage on Lot 5, subject to the following conditions: Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 8 of 128 8 a. Prior to obtaining the first temporary certificate of occupancy for Lots 1 through 4, the Petitioner shall submit homeowners' association documents for staff review and approval. The document shall address long-term site maintenance, including the maintenance of "Outlot A". b. No sale of any parcel of land shall be consummated until the final subdivision plat has been approved by the Village Board. c. Any existing accessory structures located on Lots 1 through 4, including but not limited to the parking lot, playground equipment, light poles, and traffic signs, shall be removed in their entirety prior to the issuance of a building permit for the first home, but need not be removed prior to recording of the final plat. d. Architectural Diversity: To promote architectural diversity and avoid repetitive building patterns, no single-family dwelling constructed within the Trinity Church Resubdivision (Lots 1 through 4) shall be similar in appearance to any single-family dwelling located on the same street within a distance of two (2) lots in either direction of the subject lot. i. Definition of "Similar in Appearance": For purposes of this subsection, two dwellings shall be considered similar in appearance if they are identical or nearly identical with respect to any three (3) or more of the following architectural characteristics: 1. Primary roof form, including the dominant roof type (gable, hip, mansard, gambrel, flat, or combination): 2. Roof height, measured from finished grade to the peak, within a tolerance of +/- 2 feet; 3. Front -facing massing, defined as the approximate height and width of the primary front wall plane closest to the front lot Line; 4. Overall front -elevation form, including the predominant silhouette and massing as viewed from the street; 5. Fenestration pattern, including the relative location, arrangement, and size of windows on the front elevation; 6. Garage configuration, including the location, orientation, and dimensions of garage doors visible from the street; and 7. Primary exterior siding materials on the front elevation wall planes (e.g., brick veneer, horizontal siding, board -and -batten, shakes, or similar materials). ii. Characteristics Not Constituting Dissimilarity: The following characteristics, standing alone, shall not be deemed sufficient to establish dissimilarity between dwellings: 1. Variations in color; 2. Variations in roofing material; Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 9 of 128 9 3. Addition or deletion of minor decorative elements (including, but not limited to, dormers, cupolas, bay windows, belt courses, fan lights, chimneys, or ornamental features); 4. Reversal of plan orientation (right-hand/left-hand orientation); 5. Variation in window styles; and 6. Variations in height, width, or length measurements of less than five percent (5%), unless otherwise specified herein. iii. Submission and Approval Requirements: Prior to issuance of any building permit within the subdivision, the applicant shall submit: 1. A proposed set of building elevations for all planned home models; and 2. A streetscape diagram or lot assignment plan demonstrating compliance with the spacing requirement established in this subsection. The Director of Community Development shall review the submitted elevations and lot assignments for compliance with the requirements of this subsection. Approved elevations and lot assignments shall be binding upon subsequent building permit reviews. e. All visible structures within the front yards of Lots 1 through 4 associated with the underground stormwater management system shall be screened and aesthetically enhanced, subject to the review and approval of the Community Development Director. Required improvements may include, but are not limited to, decorative surface treatments (such as stamped or stained concrete), landscape screening with shrubs and/or ornamental grasses, or other beautification measures deemed acceptable by the Community Development Director." UPON ROLL CALL AYES: Szymczak, Beattie, Fricano, Costa, NAYS: None The Planning and Zoning Commission gave a positive recommendation (4-0) for the next Village Board meeting to be held on January 6, 2026 and January 20, 2026. After hearing no additional items of new business, Vice Chairman Beattie asked if there were any citizens to be heard. Hearing no further discussion, Vice Chairman Beattie made a motion, seconded by Commissioner Szymczak, and the meeting was adjourned at 7:49 PM. j/000 Ann Choi, Development Planner Planning & Zoning Commission Meeting — December 11, 2025 PZ-15-25 Page 10 of 128 Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page PZ-31-25 / 200 S. Main Street / CU: Preliminary and Final Planned Unit Development / Village Board Final January 8, 2026 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION NEW BUSINESS Action Item The ""Petitioner", 200 S. Main Street, LLC (Arthur Holmer, authorized representative), is seeking conditional use approval for a preliminary and final planned unit development to construct a one-story restaurant located at 200 S. Main Street (""Subject Property"). The Village Board has final authority over the conditional use for a preliminary and final planned unit development. The proposal meets the requirements and standards of the Village Code, and Village Staff ("Staff") is supportive of the request. Discussion Background/Property History: The Subject Property is located at the southwest corner of South Main Street and West Evergreen Avenue and was annexed into the Village in 1917. The property is zoned B-5 Central Commercial District and is surrounded by mixed -use and commercial development to the north, south, and east, and the St. Mark's Church gymnasium and parking lot (R-A District) to the west. The site was historically occupied by The Pure Oil service station from the mid-1950s until 1977, after which it was converted to a one-story office building. The office building was demolished in 2017, including removal of structures and asphalt to facilitate environmental remediation. Remaining asphalt was approved to remain in place, and site restoration requirements were deferred pending future redevelopment. Proposed Development: The Petitioner proposes to construct a one-story, full -service restaurant with an outdoor dining patio and requests conditional use approval for a preliminary and final Planned Unit Development (PUD). The building is oriented toward Evergreen Avenue, with a secondary entrance on Main Street. Parking is provided west of the building and accessed from the public alley. Pedestrian connections are provided to public sidewalks along both street frontages. The restaurant includes a primary dining area, private dining spaces, outdoor patio seating along the north and east sides, and back -of -house functions located in the southern portion of the building. A trash enclosure and outdoor cooler are located at the southwest corner of the site. Page 11 of 128 Zoning Compliance and Requested Relief: The proposed building complies with the B-5 height, use, and transitional setback requirements, but does not meet the minimum front/exterior side yard setback requirements along Main Street and Evergreen Avenue, nor the off-street parking requirement. Setbacks: The building is set back approximately 21.7 feet from Main Street and 23 feet from Evergreen Avenue, where average setbacks of 22.72 feet and 30 feet, respectively, are required. Parkin : Eleven (11) parking spaces are required; eight (8) spaces, including one accessible space, are provided, resulting in a deficiency of three (3) spaces. Approval of the PUD would allow the requested zoning relief. Parking Context: Although the site does not meet the minimum parking requirement, staff finds that adequate parking is available through a combination of on -site and nearby public parking resources, including new on -street parking on Evergreen Avenue, public parking at nearby Village facilities, the Wille Street lot, West Prospect Avenue, and the Metra parking lots that are available evenings and weekends. Public Improvements and Conditions: Vehicular access to the parking area requires dedication of private property along the west property line for alley access. A plat of dedication is required and shall be recorded prior to issuance of a Certificate of Occupancy. Design, Signage, and Site Considerations: The proposed building utilizes durable, high - quality materials and complies with the Downtown Design Guidelines related to fagade articulation, transparency, entrances, and architectural detailing. Two wall signs are proposed and comply with sign area limitations. Final photometric, landscaping, and engineering plans will be reviewed and required at the building permit stage. Stormwater Management: The site currently lacks stormwater controls and experiences localized flooding. Preliminary plans include on -site detention measures. Public Works/Engineering does not object to the request but requires further review during permitting and a determination from the MWRD regarding volume control requirements. Any significant site modifications would be subject to administrative approval by the Village Manager. Long -Range Planning: The Comprehensive Plan designates the property as Downtown Mixed Use. The proposed restaurant is consistent with this designation and supports the continued activation and vitality of the downtown area. Public Comments: As of this writing, no public comments have been received. Standards and Findings: The Planning and Zoning Commission shall review the findings of fact in Exhibit A of the staff report and make a recommendation to the Village Board based on these findings. Alternatives A. Approval of the following motion: 1. A conditional use for a preliminary and final Planned Unit Development (PUD) consisting of a one-story restaurant with outdoor dining, subject to the following conditions: a. Deviations or exceptions from the Village's Zoning Code as necessary to permit Page 12 of 128 development of the Subject Property as a planned unit development in accordance with this Ordinance and the Approved Plans (as defined below), including all specific zoning deviations and exceptions set forth in the Petitioner's application materials; b. Development of the site in strict conformance with the following Approved Plans dated 12/19/2025: i. Architectural plan set (14 sheets) titled "New Free Standing One -Story Dine -In Service Restaurant With Exterior Patio Fatpour Tapworks Zoning Review Package: 12/19/2025" and prepared by Aria Group Architects, Inc.; ii. Architectural elevations (6 pages) titled "Fatpour Tap Works Zoning Review" prepared by Aria Group Architecture + design, and dated December 4, 2025; iii. Engineering plan set (10 sheets) titled ""Site Improvement Plans for Fatpour Tap Works" and prepared by Jacob & Hefner Associates, Inc.; c. Compliance with all applicable Village Code requirements, including, but not limited to zoning, fire, building, environmental health, sign, and other Village Codes and regulations; d. The use of stucco or engineered stucco systems (EIFS - type) is prohibited; e. The proposed solar panels shall not be visible when viewed from the public right-of-way or from residentially zoned property and shall be fully screened by the raised parapet wall. The Petitioner shall submit a glare analysis for the rooftop solar panels demonstrating that glare or reflected light will not adversely impact the Prospect Place building (11 W. Prospect Place) or its dwelling units. The analysis shall include seasonal variations of the sun and its reflection on the Prospect Place building/units; f. Should stormwater management requirements imposed by MWRD and/or the Village's Public Works/Engineering Department require modifications to the site's design, staff recommends that such changes be subject to administrative review and approval by the Village Manager; g. A five and seven -tenths -foot -wide (5.7) area extending along the entire length of the west property line shall be dedicated to the Village by the Petitioner through a plat of dedication. The plat of dedication shall be recorded prior to the issuance of a Certificate of Occupancy; h. Submittal of irrigation and photometric plans that comply with Village codes and regulations; i. All signs shall be submitted, reviewed, and approved during the permitting process. All signs shall conform to Village Code. Any future relief requested for signage shall require an application for a minor amendment to the PUD; j. All rooftop mechanical equipment shall be hidden when viewed from ground level as viewed from the public right of way or property line of any adjacent residentially zoned property. Screening of the RTUs shall be a continuous, permanent, sound attenuating and noncombustible screen of a color compatible with the principal structure. The parapet wall shall be raised to provide full screening of any RTUs. The Director of Community Development is authorized to approve the design of any additional required screening; k. The Petitioner shall address all comments included in the Village review letter dated December 29, 2025 (PZ-31-25) attached as Exhibit B of the staff report. B. Action at the discretion of the Planning and Zoning Commission. Staff Recommendation Approval of the following motion: 1. A conditional use for a preliminary and final Planned Unit Development (PUD) consisting of a one-story restaurant with outdoor dining, subject to the following conditions: a. Deviations or exceptions from the Village's Zoning Code as necessary to permit development of the Subject Property as a planned unit development in accordance with this Ordinance and the Approved Plans (as defined below), including all specific zoning Page 13 of 128 deviations and exceptions set forth in the Petitioner's application materials; b. Development of the site in strict conformance with the following Approved Plans dated 12/19/2025: i. Architectural plan set (14 sheets) titled ""New Free Standing One -Story Dine -In Service Restaurant With Exterior Patio Fatpour Tapworks Zoning Review Package: 12/19/2025" and prepared by Aria Group Architects, Inc.; ii. Architectural elevations (6 pages) titled "Fatpour Tap Works Zoning Review" prepared by Aria Group Architecture + design, and dated December 4, 2025; iii. Engineering plan set (10 sheets) titled ""Site Improvement Plans for Fatpour Tap Works" and prepared by Jacob & Hefner Associates, Inc.; c. Compliance with all applicable Village Code requirements, including, but not limited to zoning, fire, building, environmental health, sign, and other Village Codes and regulations; d. The use of stucco or engineered stucco systems (EIFS - type) is prohibited; e. The proposed solar panels shall not be visible when viewed from the public right-of-way or from residentially zoned property and shall be fully screened by the raised parapet wall. The Petitioner shall submit a glare analysis for the rooftop solar panels demonstrating that glare or reflected light will not adversely impact the Prospect Place building (11 W. Prospect Place) or its dwelling units. The analysis shall include seasonal variations of the sun and its reflection on the Prospect Place building/units; f. Should stormwater management requirements imposed by MWRD and/or the Village's Public Works/Engineering Department require modifications to the site design, staff recommends that such changes be subject to administrative review and approval by the Village Manager via an application for a minor amendment to the PUD; g. A five and seven -tenths -foot -wide (5.7) area extending along the entire length of the west property line shall be dedicated to the Village by the Petitioner through a plat of dedication. The plat of dedication shall be recorded prior to the issuance of a Certificate of Occupancy; h. Submittal of irrigation and photometric plans that comply with Village codes and regulations; i. All signs shall be submitted, reviewed, and approved during the permitting process. All signs shall conform to Village Code. Any future relief requested for signage shall require an application for a minor amendment to the PUD; j. All rooftop mechanical equipment shall be hidden when viewed from ground level as viewed from the public right of way or property line of any adjacent residentially zoned property. Screening of the RTUs shall be a continuous, permanent, sound attenuating and noncombustible screen of a color compatible with the principal structure. The parapet wall shall be raised to provide full screening of any RTUs. The Director of Community Development is authorized to approve the design of any additional required screening; k. The Petitioner shall address all comments included in the Village review letter dated December 29, 2025 (PZ-31-25) attached as Exhibit 6 of the staff report. Attachments 1. PZ-31-25 Staff Report 2. PZ-31-25 Administrative Content —Red acted 3. PZ-31-25 Plans 4. PZ-31-25 Stormwater Management Report Page 14 of 128 VILLAGE OF MOUNT PROSPECT 50 S. Emerson Street, Mount Prospect, IL 60056 STAFF REPORT FROM THE DEPARTMENT OF Community Development Jason C Shallcross, AICP, CEcD Ann Choi Director of Community Development Development Planner DATE: January 1, 2026 CASE NUMBER PZ-31-25 PUBLIC HEARING DATE January 8, 2026 PETITIONER/ PROPERTY OWNER 200 S. Main Street, LLC (Arthur Holmer) / MJM Holdings I, LLC (Matthew J. Moran III) PROPERTY ADDRESS/LOCATION 200 S. Main Street BRIEF SUMMARY OF REQUEST The "Petitioner", 200 S. Main Street, LLC (Arthur Holmer, authorized representative), is seeking conditional use approval for a preliminary and final planned unit development to construct a one-story restaurant located at 200 S. Main Street ("Subject Property"). The Village Board has final authority over the conditional use for a preliminary and final planned unit development. The proposal meets the requirements and standards of the Village Code, and Village Staff ("Staff") is supportive of the request. 2024 Aerial Image 2025 Village of Mount Prospect Zoning Map 204 C x0h wFVER(dW0'-N kv W Evergre EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: B-5* Planned Unit Development PROPERTY B-5 Vacant lot East: B-5 Central Commercial 0.396 acres Central South: B-5 Central Commercial Commercial West: R-A Single -Family Residential STAFF RECOMMENDATION APPROVE APPROVE WITH CONDITIONS DENY C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 1 Page 15 of 128 BACKGROUND / PROPERTY HISTORY The Subject Property was annexed into the Village in 1917 and is located at the southwest corner of South Main St and West Evergreen Avenue. The subject property is zoned B-5 Central Commercial District and is bordered by Prospect Place (mixed -use development and B-5 Planned Unit Development) to the north, Hubby's Hotdogs (B-5 Central Commercial District) to the south, the gymnasium and associated parking lot for the St. Mark's Church (R-A Single Family Residential District) to the west, and commercial properties (vacant commercial building previously occupied by F45) to the east. Historically, the site was occupied by a service station for The Pure Oil Company from the mid-1950s until 1977, at which time the structure was converted to a one-story office building. The office building was subsequently demolished in 2017. Permit records indicate that the demolition included removal of all existing buildings and asphalt as required to facilitate environmental remediation. The remaining asphalt was approved to remain in place, and site restoration requirements were waived pending future redevelopment of the property. PROPOSAL The Petitioner is proposing to construct afull-service, one-story restaurant with an outdoor dining patio and seeks conditional use approval for a preliminary and final planned unit development (PUD). The various elements of the proposal are outlined below. Site Plan The proposed restaurant is situated approximately 23 feet from the north property line along Evergreen Avenue and approximately 22 feet from the east property Line along Main Street. Parking is provided along the west side of the building and is accessible from the existing public alley. The main entrance to the proposed restaurant is located along Evergreen Avenue with a secondary entrance located on the Main Street elevation. Both main entrances are connected to the public sidewalks with private walkways. Additional entrance/exit doors are provided within the outdoor dining area and along the west elevation. A 7-foot-wide private walkway is provided between the parking and the west side of the building providing access to the restaurant. Floor Plan The proposed restaurant layout consists of a primary dining area located predominantly within the northern two-thirds of the building. Smaller private dining areas are situated at the northwest corner of the building, with restrooms located along the west. An outdoor dining patio is located along the north and east sides of the building and is partially covered by a wood -look pergola on the east patio. Back - of -house functions are located within the southern one-third of the building. An outdoor cooler is positioned at the southwest corner of the building, and the trash enclosure is located immediately west of the outdoor cooler. Bulk Regulations The following table outlines the project's compliance with the bulk regulation requirements for the B-5 Central Commercial District. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 16 of 128 Table 1: B-5 Bulk Regulations B-5 Code Requirement Proposed Relief Required? Maximum Density 16 units/acre Not Applicable No Section 14.1905.A.1 Minimum Setbacks: Section 14.1905.B Front Average of all front yard setbacks long Evergreen 22'-11 3/4" Yes Av block or 30' Interior Side None 32' No (west lot line) (7' after dedication) Exterior Side Average of all front yard setbacks long Main 21.74' Yes (east lot line) Street block or 22.72' Rear (south lot line) None 3'-11 1/2" No Max. Height Three (3) stories or 35' 22' No Section 14.1905.0 Minimum Open Space Screening and perimeter landscaping Compliant No and Landscaping requirements Section 14.2306 landscape plan Section 14.1905.D required at time of building permit Restrictions on All business activities, servicing, processing, and Complies No Business Uses storage, except for off street parking or loading, Section 14.1905.E shall be conducted within completely enclosed buildings; except that outside display and sales, outside service areas, and drive-through/drive-in services may be allowed as regulated in the zoning code. Transitional Setbacks 5' 32' No Section 14.1905.F (7' after dedication) (west lot line) Par n In the B-5 central commercial district, restaurants are required to provide four (4) parking spaces per 1,000 square feet of floor area in excess of 2,500 square feet. Pursuant to the zoning code, areas devoted primarily to storage, restrooms, and corridors used solely to access these areas from the parking calculation. The Petitioner has stated that there will be a maximum of 30 employees during the restaurant's peak times. Table 2: Parking Requirement Code Code Requirement Provided Relief Section Required? 14.2207.1 4 spaces per 1,000 SF in excess of 2,500 SF of floor area 8 parking Yes Restaurant, Gross floor area: 7,027 SF; 5,126 SF (no restrooms, corridors, spaces sit down: storage); 2,626 SF (net area after 2,500 SF allowance) = 11 parking spaces required 14.2205 1-25 requires one (1) accessible space 1 No Accessible accessible spaces: space C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 17 of 128 The proposed restaurant has a gross floor area of 7,027 square feet. Excluding restroom, corridor, and storage areas, the applicable floor area is 5,126 square feet. After subtracting the 2,500-square-foot allowance, the resulting area is 2,626 square feet and the parking requirement is eleven (11) parking spaces. A total of eight (8) parking spaces, including one (1) accessible parking space, are provided, resulting in a deficiency of three (3) parking spaces. The requested conditional use for a planned unit development allows parking and other zoning -related exceptions to be considered as part of the planned unit development approval. Although the project will not meet the off-street parking requirement, Staff is confident that sufficient parking is available for both restaurant patrons and employees based on the amount of public parking provided on and adjacent to the site. The following public parking sources are as follows: • The project will provide 8 off-street parking spaces accessible from the alley; • As part of the Downtown Street Resurfacing Program, a fire lane was decommissioned and replaced with 15 new parking stalls along the south side of Evergreen Avenue. • Once the Village finalizes the acquisition of the St. Mark Lutheran Church's parsonage, gymnasium, and its associated parking lot, all 50 parking spaces will be available for public parking until future redevelopment of the site; • The Wille Street parking lot (120 S Will St) provides 46 parking spaces that are free to the public for 4 hours; • As part of the Prospect Avenue Al Fresco Dining Pilot Program, a total of ninety-two (92) parallel parking stalls were striped on Prospect Avenue west of Pine Street; • The Metra parking lots also provide free parking (322 spaces) after 5 PM daily and on weekends. It is worth noting that recent state legislation affecting local parking requirements has been enacted. The People Over Parking Act, which is part of a broader statewide transit and land -use reform bill (Senate Bi112111),was approved by the Illinois General Assembly on October31, 2025.The Act prohibits the imposition or enforcement of minimum automobile parking requirements for new development projects located within one-half mile of a public transportation hub or within one -eighth mile of a public transportation corridor, including transit stations and high -frequency bus routes. The Act is scheduled to take effect on June 1, 2026. Figure 1: Area to be dedicated Plat of Dedication Because the alley is required for vehicular access to and from these parking spaces, staff has requested that the parking area, which is approximately five and seven -tenths -foot -wide (5.7') extending along the entire length of the west property line shall be dedicated to the Village by the C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 4 Page 18 of 128 Petitioner through a plat of dedication. The plat of dedication shall be recorded prior to the issuance of a Certificate of Occupancy. A condition of approval requiring the recording of a plat of dedication prior to the issuance of a Certificate of Occupancy has been included in staff's recommendation. Building Elevations The proposed building materials include limewash brick, fiber cement wall panels, operable glass wall systems, standard brick, a wood -look metal pergola, and metal coping. A four -foot -tall masonry base is provided along all four building elevations. Staff has worked with the petitioner to improve the building elevations by replacing all EIFS/stucco finishes with fiber cement wall panels and standard - sized brick. The project complies with the Downtown Design Guidelines, which require that building facades fifty feet (50') or greater in length and facing a front or exterior side lot line incorporate variations in depth, such as recesses and projections, to break up building massing, in addition to the provision of windows and building entrances along the facade. The Guidelines also require a minimum of one primary entrance on the front facade and that at least twenty-five percent (25%) of the first -floor facade area facing a front or exterior side lot line be devoted to glass windows and/or doors. In addition, the Guidelines encourage articulated rooflines that incorporate architectural elements such as cornices, dormers, or parapet walls, and require the use of durable, high -quality building materials such as brick, stone, and glass on facades visible from the street. Other applicable site design standards address building setbacks, parking and loading areas, landscaping, pedestrian access, streetscape improvements, and bicycle facilities. Staff has evaluated the proposed project against the applicable Downtown Design Guidelines and finds that the proposal is in compliance with the standards set forth in the Zoning Code. Si na e Signage was illustrated on the north and east elevations. Staff counts a total of two wall signs. The wall sign on the north elevation measures approximately 50.2 square feet. The wall sign on the east elevation measures approximately 85.7 square feet. Both wall signs comply with code as they are below the maximum sign surface area permitted (150 square feet). The planned unit development will allow any future signage relief to be reviewed and approved as an administrative amendment to the PUD. Photometric Plan The Petitioner will be required to address all comments provided in the Village review letter dated December29, 2025and attached as Exhibit Bofthe staff report. A compliant photometric plan will be required at time of building permit. Landscaping A landscape plan was not included with the conditional use request. A fully compliant landscape plan will be required during the permitting process. Stormwater Management The site currently does not have stormwater control mechanisms and the area is known to experience Localized flooding during large rain events. Public Works/Engineering staff desires to provide stormwater control with this development to reduce the potential for future neighborhood flooding. Village Code requires stormwater detention for all new development but allows for "fee-in-lieu"for C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 19 of 128 small sites. Before considering this option, Public Work/Engineering staff requested that the applicant obtain a letter of determination from the Metropolitan Water Reclamation District (MWRD) to determine their stormwater management requirements for the site. This was not provided in the recent submittal. The updated plans identify two small detention ponds and an underground facility for stormwater detention. The updated plans do not show volume control, a potential requirement of the MWRD, in the design. The Petitioner is required to contact the MWRD and receive a decision on this issue. Public Works/Engineering does not object to conditional use approval as the plans show stormwater detention and the Petitioner has provided preliminary volume calculations. A thorough review of the detention design will be performed during the building permit review process. Should the MWRD require volume control, staff is open to reconsidering a fee in lieu of detention. This will be based on further analysis and a final decision by the Director of Public Works. Should the MWRD not require volume control, stormwater detention will be required per Village Code. Should stormwater management requirements imposed by MWRD and/or the Village's Public Works/Engineering Department necessitate significant modifications to the site design, staff recommends that such changes be subject to administrative review and approval by the Village Manager. Preliminary and Final Planned Unit Development The proposed project does not comply with the minimum building setback requirements of Section 14.1905 along Main Street and Evergreen Avenue, nor does it meet the off-street parking requirement of Section 14.2207.1. Pursuant to Section 14.1905.13, where forty percent (40%) or more of the frontage between two intersecting streets is developed with buildings having front yard setbacks, the average of those setbacks establishes the minimum front yard setback for the entire frontage, not to exceed thirty feet (30'). Along the Subject Property's exterior side yard on Main Street, the established average setback is 22.72 feet, whereas the proposed restaurant is set back 21.74 feet. Along Evergreen Avenue, the substantial setback of the existing St. Mark's Church gymnasium establishes an average setback of 30 feet; however, the proposed restaurant is set back approximately 23 feet. In addition, Section 14.2207.1 requires a minimum of 11 off-street parking spaces, while only 8 spaces are proposed. Due to these deviations from the Zoning Code, as summarized in Tables 1 and 2, the Petitioner is requesting approval of a conditional use for a preliminary and final planned unit development to grant the necessary zoning relief. LONG-RANGE PLANNING The Future Land Use Map in the Village's Comprehensive Plan designate the Subject Property as Downtown Mixed Use. Primary uses within this category include retail, specialty shops, restaurants, bars, coffee shops, business/office, professional, service, cultural, arts and entertainment, and civic uses characteristic of a downtown area. The proposed development is a restaurant and will support the development of a vibrant downtown. PUBLIC COMMENTS As of this writing, staff has not received any public comments. STANDARDS AND FINDINGS The Planning and Zoning Commission shall review the standards and findings of fact outlined in Exhibit A and 1) accept them without changes, 2) accept them with changes, or 3) reject the findings. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 20 of 128 The Planning and Zoning Commission shall use the findings of fact to guide their recommendation to the Village Board. Staff finds that the standards for a conditional use and planned unit development have been met, as set forth in the Petitioner's and staff's responses to the standards. Based on these findings, Staff recommends that the Planning and Zoning Commission make a motion to adopt staff's findings as the findings of the Planning and Zoning Commission and recommend approval of the following motion: 1. A conditional use for a preliminary and final Planned Unit Development (PUD) consisting of a one- story restaurant with outdoor dining, subject to the following conditions: a. Deviations or exceptions from the Village's Zoning Code as necessary to permit development of the Subject Property as a planned unit development in accordance with this Ordinance and the Approved Plans (as defined below), including all specific zoning deviations and exceptions set forth in the Petitioner's application materials. b. Development of the site in strict conformance with the following Approved Plans dated 12/19/2025: i. Architectural plan set (14 sheets) titled "New Free Standing One -Story Dine -In Service Restaurant With Exterior Patio Fatpour Tapworks Zoning Review Package: 12/19/2025" and prepared by Aria Group Architects, Inc.; ii. Architectural elevations (6 pages) titled "Fatpour Tap Works Zoning Review" prepared by Aria Group Architecture + design, and dated December 4, 2025; iii. Engineering plan set (10 sheets) titled "Site Improvement Plans for Fatpour Tap Works" and prepared by Jacob & Hefner Associates, Inc.; c. Compliance with all applicable Village Code requirements, including, but not limited to zoning, fire, building, environmental health, sign, and other Village Codes and regulations; d. The use of stucco or engineered stucco systems (EIFS - type) is prohibited. e. The proposed solar panels shall not be visible when viewed from the public right-of-way or from residentially zoned property and shall be fully screened by the raised parapet wall. The Petitioner shall submit a glare analysis for the rooftop solar panels demonstrating that glare or reflected light will not adversely impact the Prospect Place building (11 W. Prospect Place) or its dwelling units. The analysis shall include seasonal variations of the sun and its reflection on the Prospect Place building/units. f. Should stormwater management requirements imposed by MWRD and/or the Village's Public Works/Engineering Department require modifications to the site design, staff recommends that such changes be subject to administrative review and approval by the Village Manager via an application for a minor amendment to the PUD; g. A five and seven -tenths -foot -wide (5.7') area extending along the entire length of the west property line shall be dedicated to the Village by the Petitioner through a plat of dedication. The plat of dedication shall be recorded prior to the issuance of a Certificate of Occupancy; h. Submittal of irrigation and photometric plans that comply with Village codes and regulations; i. All signs shall be submitted, reviewed, and approved during the permitting process. All signs shall conform to Village Code. Any future relief requested for signage shall require an application for a minor amendment to the PUD; j. All rooftop mechanical equipment shall be hidden when viewed from ground level as C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 21 of 128 viewed from the public right of way or property line of any adjacent residentially zoned property. Screening of the RTUsshallbea continuous, permanent, sound attenuating and noncombustible screen of a color compatible with the principal structure. The parapet wall shall be raised to provide full screening of any RTUs.The Director of Community Development is authorized to approve the design of any additional required screening; k. The Petitioner shall address all comments included in the Village review letter dated December 29, 2025 (PZ-31-25) attached as Exhibit B of the staff report. The Village Board's decision is final. ATTACHMENTS: / ADMINISTRATIVE CONTENT (Zoning Request Application, Responses to %%I..- Standards, etc...) 1 concur: Jason C Shallcross, AICP, CEcD Director of Community Development PLANS (Plat of Survey, Site Plan, etc.) / OTHER (Supplemental Information, Public Comments Received, \ etc...) �Jo C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 22 of 128 Exhibit A Standards and Findings of Fact CONDITIONAL USE STANDARDS Section 14.203.F.8 of the Village of Mount Prospect Zoning Ordinance provides that a Conditional Use shall conform to the following requirements: 1. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare; 2. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located; 3. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; 4. That adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided; 5. That adequate measures have been or will betaken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; 6. That the proposed conditional use is not contrary to the objectives of the current comprehensive plan for the village; and 7. That the conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located, except as such regulations may, in each instance, be modified pursuant to the recommendations of the planning and zoning commission. Petitioner's Findings: The Petitioner states that the proposed full -service restaurant is a permitted use within the B-5 Central Commercial District and is consistent with other similar restaurant uses located within the downtown area. The building is oriented toward Main Street and Evergreen Avenue, with the primary entrance and outdoor dining areas facing adjacent mixed -use and commercial properties, which the Petitioner states will help focus activity toward the downtown core and away from the single-family residential neighborhood to the south. The Petitioner asserts that the proposed restaurant will not be detrimental to the public health, safety, or general welfare, nor will it be injurious to the use and enjoyment of nearby properties or negatively impact surrounding property values. According to the Petitioner, the project will activate a currently vacant and unused paved lot and contribute positively to the downtown area by adding a new dining option for residents. The Petitioner states that the proposed conditional use will not impede the orderly development of surrounding properties and that adequate public utilities, access, and drainage will be provided through upgrades to existing infrastructure. A portion of the site along the west property line will be dedicated as an alley to provide access to on -site parking, the adjacent parking lot to the west, and properties located to the south. The Petitioner acknowledges that not all required parking can be accommodated on -site due to site constraints, but states that on -site parking has been maximized and that additional parking will be available through public parking resources, including future Village -owned public parking, Metra parking Lots, the Wille Street parking lot, W. Prospect Avenue, and on -street parking along Evergreen Avenue. The Petitioner further states that the proposed use is consistent with the objectives of the Village's C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx Page 23 of 128 Comprehensive Plan and complies with all applicable zoning regulations, except as modified through the requested approvals. Staff's Findings: Staff finds that granting the conditional use for a preliminary and final planned unit development will not be detrimental to the public health, safety, morals, comfort, or general welfare. The proposed restaurant use is consistent with the surrounding downtown neighborhood and replaces a vacant and underutilized site with an active use. The conditional use will not be injurious to the use or enjoyment of other property in the vicinity, as staff has recommended conditions of approval to mitigate potential impacts to adjacent properties, including limitations related to glare from solar panels, screening of rooftop mechanical equipment, and restrictions on building materials. Staff further finds that adequate public utilities, drainage, and related facilities will be provided. The stormwater management system will be subject to detailed review as part of the building permit process to ensure compliance with Metropolitan Water Reclamation District (MWRD) and Village standards, including volume control and detention requirements. While the project may increase traffic activity and demand for on -street parking, adequate parking is available through a combination of on -street parking along Evergreen and West Prospect Avenues, the St. Mark's Church gymnasium parking lot, the Wille Street parking lot, and nearby Metra parking facilities. Ingress and egress have been designed to minimize traffic congestion and ensure safe access to the site. The proposed planned unit development will not impede the normal and orderly development of surrounding properties for uses permitted in the district. The proposal is consistent with the objectives of the Village's Comprehensive Plan, which designates the Subject Property as Downtown Mixed Use. Primary uses within this designation include retail, restaurants, entertainment, service, office, cultural, and civic uses characteristic of a downtown environment. The proposed restaurant use aligns with these objectives and supports the continued development of a vibrant and active downtown. Based on the foregoing, staff finds that the proposed planned unit development, as conditioned, meets the standards for a conditional use and recommends approval of the requested conditional use. GENERAL STANDARDS FOR PLANNED UNIT DEVELOPMENTS Section 14.504.A of the Village of Mount Prospect Zoning Ordinance provides that a Planned Development shall conform to the following requirements: 1. Except as modified by and approved in the final Planned Unit Development plan, the proposed development complies with the regulations of the district or districts in which it is to be located. 2. The principal use in the proposed Planned Unit Development is consistent with the recommendations of the Comprehensive Plan of the Village for the area containing the subject site. 3. The proposed Planned Unit Development is in the public interest and is consistent with the purposes of this zoning ordinance. 4. The streets have been designed to avoid: a. Inconvenient or unsafe access to the Planned Unit Development; b. Traffic congestion in the streets which adjoin the Planned Unit Development; c. An excessive burden on public parks, recreation areas, schools, and other public facilities which serve or are proposed to serve the Planned Unit Development. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 10 Page 24 of 128 Petitioner's Findings: The Petitioner states that, except as modified through the proposed planned unit development approvals, the project complies with the applicable regulations of the B-5Central Commercial District and that no additional noncompliance has been identified. The Petitioner asserts that the proposed restaurant use is permitted in the B-5 District and is consistent with the land use recommendations of the Village's Comprehensive Plan. According to the Petitioner, the proposed planned unit development is in the public interest, as it will redevelop an existing vacant paved lot and introduce a new restaurant and entertainment option for residents of the Village and surrounding communities. The Petitioner further states that the site design provides safe and convenient access to the development through on -site parking to the maximum extent feasible and supplemental parking is available through public parking resources, including future Village - owned public parking, Metra parking lots, the Wille Street parking lot, W. Prospect Avenue, and on -street parking along Evergreen Avenue. The Petitioner indicates that the proposed development will not result in traffic congestion on adjoining streets and will not place an excessive burden on public parks, recreational facilities, schools, or other public services. The Petitioner notes that restaurant uses are common within the B-5 District and that off-street parking has been provided to the maximum extent practicable. Staff's Findings: Staff finds that, except as modified by and approved in the final Planned Unit Development, the proposed development complies with the regulations of the B-5 Central Commercial District. The proposed Planned Unit Development generally meets the intent of the underlying zoning district and conforms to applicable development standards, including building height and transitional yard requirements, except where relief is requested and evaluated as part of the Planned Unit Development. Staff further finds that the principal use within the proposed Planned Unit Development is consistent with the Village's Comprehensive Plan. The Future Land Use Map designates the Subject Property as Downtown Mixed Use, which includes retail, restaurants, bars, business/office, service, cultural, entertainment, and civic uses characteristic of a downtown environment. The proposed restaurant use is consistent with this land use designation. The proposed planned unit development is in the public interest and is consistent with the purposes of the zoning ordinance, as it facilitates the redevelopment of a vacant and underutilized property with a use permitted within the Downtown Mixed Use land use category. Stormwater management improvements will be reviewed in detail during the building permit process to ensure compliance with Metropolitan Water Reclamation District (MWRD) and Village requirements, including volume control and detention, addressing existing site conditions in the public's interest. Staff finds that the proposed circulation and access design is adequate. Vehicular access to on -site parking and refuse collection is provided via the existing alley along the west side of the site, which is intended to maintain safe ingress and egress and limit traffic impacts on adjacent public streets. The proposed development is not anticipated to result in traffic congestion on surrounding streets or create an excessive burden on nearby public parks, recreation areas, schools, or other public facilities serving the area. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 11 Page 25 of 128 STANDARDS FOR PLANNED UNIT DEVELOPMENTS WITH OTHER EXCEPTIONS Section 14.504.0 of the Village of Mount Prospect Zoning Ordinance states that the Village Board may approve planned unit developments which do not comply with the requirements of the underlying zoning district's regulations governing lot area, lot width, bulk regulations, parking and sign regulations, or which require modification of the subdivision design standards when such approval is necessary to achieve the objectives of the proposed planned unit development, but only when the Board finds such exceptions are consistent with the following standards: 1. Any reduction in the requirements of this chapter is in the public interest. 2. The proposed exceptions would not adversely impact the value or use of any other property. 3. Such exceptions are solely for the purpose of promoting better development which will be beneficial to the residents or occupants of the planned unit development as well as those of the surrounding properties. 4. In residential planned unit developments the maximum number of dwelling units allowed per acre shall not exceed forty eight (48) units per acre for developments incorporating senior housing or assisted living facilities. 5. All buildings are to be located within the planned unit development in such a way as to dissipate any adverse impact on adjoining buildings and shall not invade the privacy of the occupants of such buildings and shall conform to the following: a. The front, side or rear yard setbacks on the perimeter of the development shall not be less than that required in the abutting zoning district(s) or the zoning district underlying the subject site, whichever is greater. b. All transitional yards and transitional landscape yards of the underlying zoning district are complied with. c. If required transitional yards and transitional landscape yards are not adequate to protect the privacy and enjoyment of property adjacent to the development, the Planning and Zoning Commission shall recommend either or both of the following requirements: i. All structures located on the perimeter of the planned unit development must be set back bya distance sufficient to protect the privacy and amenity of adjacent existing uses; ii. All structures located along the entire perimeter of the planned unit development must be permanently screened with sight -proof screening in a manner which is sufficient to protect the privacy and amenity of adjacent existing uses. d. The area of open space provided in a planned unit development shall beat least that required in the underlying zoning district. Petitioner's Findings: The Petitioner states that the proposed development does not fully comply with the front yard setback requirement along Main Street, which is established as the average of setbacks for properties between Evergreen Avenue and Milburn Avenue. The Petitioner explains that the building has been positioned as far west on the site as feasible; however, the outdoor patio and associated trellis structure extend into the required front yard setback. Given the limited size and configuration of the site, the Petitioner states that full compliance with the required setbacks along both Main Street and Evergreen Avenue is not feasible while accommodating the proposed restaurant use, making the requested setback relief necessary. The Petitioner contends that the majority of the building mass is Located behind the established setback line and that all portions of the proposed structure are set farther back from Main Street than the existing restaurant immediately to the south. The Petitioner states that the requested setback relief will not adversely impact the value or use of C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 12 Page 26 of 128 adjacent properties. According to the Petitioner, occupants within the development will not be negatively affected by the placement of the outdoor patio within the front yard setback, as the distance between the patio and Main Street is comparable to other outdoor dining areas in the downtown area and is farther from the street than the existing restaurant building to the south. The Petitioner further states that the required transitional setback to the west has been satisfied and that minimum setbacks to adjacent properties to the west and south are met. The Petitioner notes that all mechanical equipment will be Located on the rooftop and fully screened from public view by parapet walls. Trash dumpsters and exterior walk-in coolers will be screened by wood fencing. Staffs Findings: Staff finds that the requested zoning relief for the proposed restaurant is in the public interest and is solely for the purpose of promoting better development. The requested exceptions from the minimum building setback requirements along Evergreen Avenue and Main Street are necessary because of the site's small size (approximately 0.40 acres) and its corner lot configuration. Strict application of the minimum setback requirements would reduce the buildable area of the site and limit the amount of area to accommodate an outdoor dining patio. Staff further finds that the construction of a one-story restaurant with an outdoor dining patio will not adversely impact the value or use of adjacent properties. All required transitional yard requirements are satisfied. The proposed development is consistent with the Downtown Design Guidelines set forth in the Zoning Code and is compatible with the established character of the surrounding area. Based on the foregoing, staff finds that the requested zoning relief is consistent with the standards for planned unit developments with other exceptions and supports approval of the proposed planned unit development. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 13 Page 27 of 128 MAYOR Paiul Wm. Hoefert TRUSTEES Vincent 3. Dante Elizabeth B. IDiPrima Terri Gens Wflham A., Grossi John I Matuszak Colleen E. Saccotelli Exhibit B Village Review Letter Village oaun Prospect 50 Si. Emerson Street, Mount Prospect, Illinois, 60056 December 29, 20125 Neat Thompson, Aria Griou p Architects 830 (North Boulevard Oak Park, IL 60301 i e-maul: nthomQSon@ariainc.com VILLAGE MANAGER Michael J. Cassady VILLAGE CLERK Karen Agoranos Phione: 847/962-600101 Fax: 847/962-6022 www.imiountpirospect,.org Re: PZ-311-25 (PZZ25-000035) / CIS- Preliminary and Final PUD / 200 S Main Sit / Review Comments #1 Dear Mr,.Thompsoin, The Village of Mount Prospect has reviewed the submittial for conditional approval of a planned unit development for the coins,t,ruction of a new, single -story restaurant with outdoor patio space located at 200 S Main Street (Subject Property), and below are the following review comments from applicable departments: Planning Divisijon,:, The following missing documen�ts are i i gfrom the zoningappLication: 1. Fixture cut sheets for some lighting', fixtures (refer to comments, under Li, h�ting Requirements)�; 2. Landscape plan meeting the requirements, of Article XXIII Landscape Requirements; 3. Provide proof that the property taxes have been paid; 4. The zoning application fee in the amount of $2501 is outstanding and must Ibe paid online (Permit No. PZZ251-0100013,5). General Comments: 5. P,erSection 14.304.11(8)(2)(b), all �rooftolp mechanical equipment, shall be hidden,when viewed from ground Level as viewed from the public right of way or property tine of any adjacent residentially zoned property. For new construction, the screen should be dlesigned as an architectural component of the structurein the form of a parapet wall. Provide a sight line diagriam that indicates all rooftop mechanical units, and solar panels, will be fully screeneld by a raised Para pet wall. This will be required as, a condition before pler,mit issuance. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 14 Page 28 of 128 Exhibit B Village Review Letter Village of Mount Prospect Building Services I Page 2 6. Solar panels are proposed. An analysis shall be performed that indicates that no glare shall be telegraphed or reflected on the Prospect Place bluilding/units (11 W Prospect Place) so as to create a nuisance or hazard. The analysis shall include seasonal variations of the sun, and its reflection on the, Prospect Place building/units., This, wIll be required as a condition before permit, issuance. 7. H ours of operation are noted as between 11 :100 AM - 1 :100 AM d a i Ly. Wi It the restaurant offer any, Live music (bands/D.1s)? 8. Loading will occur Ibefore 1, 1:00 AM. Will any unloading occur prior tol 6AM? 9. Only one accessible parking space is required under Section 14.2205. 1 0-A portion of the public alley, is within private property and will need to be dedicated to the ViRageviia a plat of dedication prior, to the issuance of a final certificate of occupancy. Design standard requirements are found under Section 14.304.1 of the Village Code: 11. The area next to the accessible parking space and bike parking rack shall, be landscaped per the parking lot -island requirements under Section 14.23016(A). 12. The colored elevations shall include a dleta�ited materials schedule that provides the make and model inu mber f or each material. A materials board with sample materials is also required.The samples materials board and colored elevations will be required exhibit at the Planning, and Zoning Commis ion and 'pillage Boland m eeti ngs (to be presentable to the Board one hour before meetings start). Please also provide a scanned version for staff to include in the powerploint and ,staff report. rN . Lighting Requirements are found under Article III, Siectlion 14.314 of the' iLLage Code. 13. A code -compliant Photometric Plan shalt be submitted prior to, the issu�ancle of a bluilding permit. 14. Photometric data a�t 41111, p�roperty tines shall be, provided at a spacing of not greater than fifty feet (50') and not greater than six inches (6") above grade. Photometric data is missing aLongthe noir,th, south and east property lines. 15. Provide a graphic scale andl inor,th arrow the scale of which is snot less than one inch to fifty feet (1 "' = 50"). 16. M any of the light fixture symbols are d iff icu It to read as the text is running into or on top of each other on the photometric plan. The ph otiometric plan �must be legible. 17. The foot-candle measurements along the west property tine exceed the maximum requirement of 0.1 foot-candltes at the lot Line. 18. Per the calculation summary, the west patio, seating area proposes an averageillumination level of 7.30 foot-candles and exceeds, the maximum average itturnination level of 5 foot- candles permitted for business districts. 19. will the lighting fixture "XLED1 " be fully recessed within the underside of the canopies? These lightingfixtures shall not cause glare onto adjacent properties and rights -of -way. 20. Per Section 14.314(C): C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 15 Page 29 of 128 Exhibit B Village Review Letter Village of Mount Prospect Building Services I Page 3 a. Upward aimed) (building facade tighti ing shall not exceed nine Ih u n d red (900) lumens (.60 watt incandescent or 13 watt compact fluorescent bulb). All upward aimed Light shall be fully shielded, fully confined from projecting into the sky by eaives, roofs or' overhangs, and mounted as, flush to a watt as possible, b. Building facade light exceeding nine hundred (900) Uumens, shall be fully shielded, aimed downward, and mounted as flush to a wall as possible. c. Builiding facade lighting shall be fully, contained within the vertical surface of the wall being illuminated., dl. Building fa�cadle lighting that is measurable at the ground level shall be included in the maximum allowable light levels. 21. Exterior lighting,, including emergency lighting, shall, be fully cutoff and shall have flat lenses. Submit fixture cut shelet's, of all exterior lighting, including emergency, lighting. Fixture cut sheets were not submitted for lighting fixtures "B", "P" and "'W". Landscape Requirements are found sunder, rticle XXIII of the Village Code: 22. A code -compliant landscape plan shall be submitted prior to the issuance of a building permit. a.Staff cannot provide any comments on landscaping as no landscape plan was submitted for, review. Thee applicant shall provide a landscape plan that complies with Sections 14.2303 and 14.2304. b. Site/pierimeter., screening and foundation landscaping shall be provided and meet Sections 14.2306 and 14.2307. c. Per Section 14.2306(6)(2), landscaping shall be provided across fifty percent (501%) of the abutting [lot line to a minimum height of three feet (3). For lot lines greater than one h u nid red feet (1 100") in le ngth , p ta nti ngs shall be placed in clusters, containing a minimum of seven (7) shrubs per cluster', spaced at intervals of approximately thirty - 'five feet (35") along the lot line. Shade trees, shall be provided at the equivalent of seventy-five feet, (75") apart along the abutting lot Line. n . Signage Reguta�tions are found under Chapter 7of the Village Code. 23. Signage was illustrated on two elevation�s, in the rendering. Staff counts a total of two watt signs. The wall sign on the north elevation measures approximately 77 square feet and appears to comply with code. The wall sign on the east elevation measures, approixim�ately 8,5 square fleet and appears to comply with code. 24. If' any additional i,signage is requested, please submit sign drawings for, review. Anyfuturie signag,e relief shall be reviewed and appirolved as an administrative amendment, to, the PUD. Responses to Standards: 25. Revise the Standards For _Tanned Unit Developments With Other Exceptions, to include the following relief requests: C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 16 Page 30 of 128 Exhibit B Village Review Letter Village of Mount Prospect Building Services I Page 4 a. An exception from Section 14.3119 to permit a patio to be located in the front and exterior sidle yards; b. An exception from Section 14.,2207.1 to permit a reidulctioln in the minimum parking requirement from eleven (11) parking spaces to, eight (81) parking spaces; c., An exception from Section 14.1905.B to permit a reduced building setback of less than 22.,72 ationg Main Street; and d. An exception from Section 14.1905,.8 to permit a reduced building setback of less than 3011 a I o n g E vie r�green Avenue. 26. Revise the Standards for Planned Unit Developments, to remove reference to a shared parking agreement between the Petitioner and the Iroperty owner to the west. Public parking will be available on the property once the Village takes, ownership. Public parking is also available on the Metra [lots,, Wille Street parking, Lot, W Prospect Avenue and along Evergreen Avenue. Due at time of 18uilding Permit submittat: 27. Irrigation plan. 28. Solar panel drawings and specifications. 29. Glare analysis for the rooftop solar panels., 30. A code -compliant landscape plan. 31. A code -compliant photometric plan and fixture cut sheets. Pubtic Works Department: PIW has reviewed the plans submitted for, the Fatpour development proposed at 200 S. Main Street. While we do not object to the basic concept, the concerns raised in the concept reviews regarding the proposed site drainage remain unaddressed. The following comments should be addressed before conditional use is, granted: Drainage Concerns 32. Per "oMP Code Sections 15.4101 & 15.402,, stormwater detention wolutd be required. The plan should include some means of providing', stormwater detention. 33. Per MWRD WMO Section 5103.3, volume control may be requireld. We again strongly recommend obtaining a Letter of Determination from, the, MWRD to, confirm their stormw ater management requiremen. I We understand th e a p p li ca nt's response that these items "will be addressed at a later date" Howe er, while we do not require full)), detained calculations prior to co nd iti ol n a I use a p p rova the applicant neelds to provide some preliminary estimate of any storage volumes required (including both, Viltage and MWRD requirements) so that we can have some assurance that sufficient space will be provided to accommodate the required volumes.Despite requesting C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 17 Page 31 of 128 Exhibit B Village Review Letter Village of Mount Prospect Building Services I Page 5 this information onJunie 2, 2025, and again on August 8, 2025, the applicant Ihas, provided no information regarding any drainage design, nor has the applicant provided a letter of determination from the MWRD. .�n addition,the following comments listed below need not ble addr,es,seld prior to condlitionat use tipproval, but will have to be addressied prior to issuance of a Building Permit: 34. A docu mented flooding ,g problem exists in the backyards of the neighboring residential properties south and west of the site. Site drainage m�ust be directed as much as Iposs,ible 'toward the north and east. General Comments 35. Plermits will be irequired from the MetriopoLitan Water Reclamation IDistrict of Greater Chicago (MWIRD),for the new sanitary service and drainage improvements, and from the I tti no i s De p a �rtm e nt of Transportation (I DoT) f o r, any work in IvI ai n Street, 36. Public Works has reviewed the updated plans submitted for the Fatpour development proposed at,2100 Si. Hain Street.The applicant, unfortunately, did not fully address our C ecember 10, 20,25 clornments regarding, store water management. The site currently does not have stormwatier control mechanisms and the area is known to experience Localized floolding during large rain events. It is Staff' s desire to provide stormwater control with this development to reduce the plotientiaL for future neighborhood flooding. Village Code requires stoirmwater detention for all new development but allows for "fee -in -lieu "l for small sites, Before considering this option, Staff asked the applicant to lobtaiin a letter of determination from the MWRD to determine th�eir stormwiater, management requirements for the site. This was not provided in the recent submittal. The updated plans identify two srnall detention ponds and an underground facility for stormwater detention. 'hey do not show volume control., a potential requirement of the MWRD, in the design. The applicant is required to Icontalct the MWRD anldl ireceive a decision on this issue. Public Works doles not object to conditional use approval, as thile plans show stiormwater detention and the applicant has provided preliminary volume calculations. A thorough review of the detention design will be performed during the Building Permit review process. Should the MWRD require voLumn e control, Staff is open to reconsidering a fee in Lieu of detention.This will be based on further analysis, and afinaL decision by the Director of Public Works. Should the 1AWRID not require volume control., stormwilater detention will be required per Village Code., In either case, should meeting the stormwater management, requirements determined by Iboth the MW'RD and Engineering staff' for the site significantly C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 18 Page 32 of 128 Exhibit B Village Review Letter Village of Mount Prospect Building Services I Page 6 alter the site design, Staff recommends the applicant be required to return to the Planning & Zoning Commission and Village Board for approval. Permits will be required from the MWRD for the sanitary sewer service and potential stormwater management requirements, and from IDOT for any work. within the Main Street (It Route 83) right-of-way. It must be understood that the comments listed above reflect, issues noted during a review of the proposeld concept. A thorough review of the site design and details will he performed as part of the Building Permit review process. Building Depanment: 37. At time of permit submittal provide building code analysis that outlines use groups, types of construction, areas,, and calculations based on the adopted Village codes. Include futt, Electric, Structurat, Plumbing, and Mechanical drawings. 38. Planning is, responsible from a Zoning analysis review, process,, and approval of use incLudingth�e Business License approval. 39. The wa Ik-i n cooler unit shall be NSF listed and labeled, Environmentat Health Division. 40. Plermit to be s,ubmitted for flood service! establishment should comply with all regulations, of Vi,,e 2022 FD&-FQ44 Co -Ole. Fire Department: Please advise the petitioner the following items must be included in the building./site plans subm�ittal: 41.,Afire sprinkler system in accordance with IFPA 13 will be required for this pr,ojectforthis building. Ensure fire sprinkler shop drawings, hydraulic calculations, and equipment cut sheets are submitted for review. Village of Mou�nt Prospect Fire Prevention Code, 24,.202 42. A fire alarm system will Ibe requiried for this (project for this building. Ensure fire alarm shop drawings point-to-point point wiring diagrams,., battery load calculations, and equ�ipme!n�t out sheets are submitted for review. Village of Mouint Prospect (Fire Prevention Code, 24,.204 43. All new sprinkler risers and associated eqluipment shall be Located in a separate room with a minimum of one -hour construction. C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 19 Page 33 of 128 Exhibit B Village Review Letter Village of Mount Prospect Building Services I Page 7 44.,A minimum of hree feet (3) clear space shall be maintained around the circumference of any new or, existing fire hydrant, fire department connection, fire protection control valve or any, other fire protection system component. 45. An egress plan imuist be provided foir the space.This plan imuis,t include occupant loads, 'travel distances, egress widths and common path of travel distances. An egress, plan will be required when the building plans are submitted for review. Addlit,ionat exits may be required. 46. All egress, dlooirs are to use keyless tocksets on the egress side. No flush bolts, dead or draw bolts, etc,. will be allowed'. Life Safety Code,, 7.2.1.5.1. If any changes acre ireqluestied, please make the changes as noted abovearild submit a Ipoint- by-point reslponse Letter and pdf files of the drawings. Please upload revisions, into, the portal. Feel free to contact me at (8147) 818-5314 / a c h oi @ mo u ntp ro sp ect. org if you have any questions. c: File Sincerely, Ann Choi Development Planner Commun�ity Development C:\Users\achoi\Desktop\PZ-31-25 200 S Main St (Final PUD).docx 20 Page 34 of 128 liiiiili 111111 11i'viJIM ma vWMIN1111111 [Jjjjmu��� Village of Mount Prospect Gommuilnity Development IDepart rniant 50 S_ Emerson Street, Mount Proslpect, 111inblis 6,0056 Phonie-,(847) 818_5328 zoning Request Appil ication ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ial Use, Only (To be comple W by''Village StaM Case Number- PZZ25-000035h Date of Subm-uss-lon- 12105/2025 �Hearing Da,te- 1/;ICY 12026 Project Name/Address- PZ-31-25: CU- Pre11mjmry,&, Final P'UD (Fatpour Tap Works Restaurant) L.Subject Property Address(es): 200 S Malln St Zoning III strIII t(s)- 135 Property Are, qlFt andlbr Acreage), Parcel Index (P]N(s)- 08-12-119-029-0000 1 11. Zoning Request(s) (Check all that apply,) 11 C Planned Unit Dievelamenit anditi'llonal Use- For Variation(s)_ To TO Zoning IMalp Amendment. Rezone From Zoning Text,more ndment., Section(s) Other: I Ill. Summaryof Proposal (use separate, sheet if necessary) 11 The project consists of the construction of a new'7,20,0 sqUare foot bulilding for Fatllpour Tqp WorkS, ,a full :service restaluirant, w1th ouit,door dln[ng� patio - Limited on -site, parkiing -is included. Exiistiing abanod aned . nicr t Ilbulilldlllllrng pad and underground taM(s) will IIbe Iremoved Ilplrilorto start,cyfnstruictrollnn. I IV. Applicant all correspondence Will be sent to the applicant) 11 ilanie,­ +1 ea,l Ti iam�pson Corporation Aria Group Arcbi'tects Address- 200 S. Plain Street LLC (Authiorized repiresentative: Arthur Hiolmer), City, State, Z[P Code- 1307 N. Clvbourn Ave., Suite A. Chicaala., IL, 6,0610 Rhone: Enial'l- Interest in Pi-pperty in V Property Owner Ch liilf,Same as Applicant Name- Liabll,ty Company IMjni IHll lllidiillrngs 11 Corporation: L.1c, A Delaware Lini'fted Adidress- 1701 Golf Roadl S'fte 203 City., State,, Z[P Code., R611,Mg Meadows, 11L 60008 Ema'11- Of 12/30/25, 12:02 AM Permit Details I Citizenserve In consideration of the information contained in this petition as well as all supporting documentation, it is requested that approval be given to this request. The applicant is the owner or authorized representative of the owner of the property. The petitioner and the owner of the property grant employees of the Village of Mount Prospect and their agent's permission to enter on the property during reasonable hours for visual inspection of the subject property. hereby affirm that all information provided herein and in all materials submitted in association with this application are true and accurate to the best of my knowledge. Applicant: Date: (Print or Type Name) Neal Thompson If applicant is not property owner: hereby designate the applicant to act as my agent for the purpose of seeking the zoning request(s) described in this application and the associated supporting material. Property Owner: (Print or Type Name) Date: https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit ID=52772133&WorkOrder ��S6- Of �4% S,T'ATIE', OF ILLINCIS & under oath, state that I am (print, ICI le, El the solle owner ofthe �prolpillert", y an lownier of the prolperty an authoritzed officer for the owiner ofthe proplerty, L comMonly idescribiledas L . ........ 11, j ....... (Aroplierty a Il ireslls Iland IPIN) ................... . . ....................... . ................... . . . . . . ................................ . . ......................... . . . . .. . . ............... . . . . . . . . . . .................. . .. . .. . . - — ------- a and of this diate., that sul6h proplerty is, lolwine!d by,,,,,,,,M, s (P me) Ili! ll llrll�p I q I me th�is, day of' pill. P4 157 . ... . . . ......................................... No airy Pubillic 0110dial Seal MICHAEL J011SEPH SCARTLER 4otary,Plulblic. 'State lolf Iiiiincis Comimission No. 1110,10,2799, IN110 ,onature Page 37 of 128 I lourvt PIrlospect Villail, I I ComIrmurliifty Development D,epart:t,,,7Iv&nl, SO S. Ei"v'w,irson "Stivet Mount Prospect,,, I'llit"wis 60056 53,2 8 Pho"r)w (847) 818, -5 Propeft Owner C4 o r p o ra vonl! Name. I INT :1maw i�i Address: C' i Ity 11 SIt a It e,,, Z I P Cod e: Ph o In e: All 'all i - 0 1 P ed Inassioc'"at" I h e, r,e b yaffi r m t h,,a ta Ll i nl,f lar, m ation p r o v i d, e d ftery j n a n d i n a m at e r ia Is s, u b m itt �i ioln With this appticalion arle tr pnd accurate tothie blest,of my knowledg(e. 12/5/25 D a te, (Si, nature) Aftr Hollme,r (P r', i n't o rTyp e N arTi, e) 1, 11 Ifappil.licantisno property owner'll., I �Illlll,,eby designatte the,,,,. ap,joIllcant to ac;t as irriy agent" for U'iie ` I : pui,"pose of seekir'iig, (he zonintg -equestfs,) dose 6 b ed I n t h, �ke it p p t 1 c at', � o n a n; chi t �,Iije a s Is a c i at e d 8 u p p or [ii, g. rn a It e Ir � ra I 0 Owni P m ple, ioty gym,"I (Prl nit o rTy' '.,e N a me), 0 att", Page 38 of 128 It 111:44"11A. � This indenture made this 29TH day of APRIL, 2009, between CHICAGO TITLE LAND TRUST COMPANY, a corporation of Illinois, as Successor Trustee under the provisions of a deed or deeds in trust, duly recorded and delivered to said company in pursuance of a trust agreement dated the 24TH day of JULY, 1986, and Known as Trust Number 86088 , party of the first part, and NIJM HOLDINGS I, LLC, A DELAWARE LIMITED LIABILITY COMPANY whose address is: 200 SOUTH MAIN STREET PROSPECT, Reserved for Recorder's Office IIIIIIIII�III ,�1I�I�IIIIIII R Doc# : 0912829085 Fee: $40.00 Eugene "Gene" Moore RHSF Fee: l0.00 Cook County Recorder of Deeds Date: 0510812009 08:45 PM Pg: 1 of 8 WITNESSET'H, That said party of the first part, in consideration of the sum of TEN and no/100 DOLLARS 10.00) AND OTHER GOOD AND VALUABLE considerations in hand paid, does hereby CONVEY AND QUITCLAIM unto said party of the second part, the following described real estate, situated in COOK County, Illinois, to wit: LOT 1 IN STENGREN CORNER SUBDIVISION AND 4 IN BUSSE'S RESUBDIVISION OF LOTS I TO 6 INCLUSIVE IN BLOCK 4, ALSO LOTS 2 AND 3 IN BLOCK 5, ALL OF BLOCK 6, AND LOTS 13 TO 24 INCLUSIVE IN BLOCK 7, LOTS 17 TO 20 INCLUSIVE IN BLOCK 8, ALL IN MEIERvS ADDITION TO MOUNT PROSPECT, BEING A SUBDIVISION IN THE NORTHWEST 114 OF SECTION 12, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES ON APRIL 16, 1979 AS DOCUMENT LR 3086126, IN COOK COUNTY, THIS DEED IS SUBJECT TO: 1. GENERAL REAL ESTATE TAXES NOT YET DUE AND PAYABLE. 2. COVENANTS, CONDITIONS AND RESTRICTIONS OF RECORD. 3. BUILDING LINES AND EASEMENTS, IF ANY, SO LONG AS THEY DO NOT INTERFERE_ WITH THE CURRENT USE AND ENJOYMENT OF THE REAL ESTATE. A!1'.Pa'ti'N'�,'"Yyl+•��W�'A"M�^m"WYdw"'WM1'Ym1195"N"mm"r'wMV'A �4'w♦.' W4M"d�m'd: ��a"�F�J`WV�q��WN'M"9 J{�` ertatW��-04nwyiv +Bwx�d'ID1ww,<m�yw'Ym F,wi'M4.rgs,Y.py�a.'FdaM.4 u�Me, �"5nawl4s.naiki 9j . ..¢rv1%w.w.< Am�..aH en.mp 'q.�'d �Wwro'k b0 L M,wwY4m+Yf.+imWY � �• VILLAGE OF L40UNT PROSPEc*rREAL ESTATE TRANSF a ee b„"s :', ti.� a'r s� f fr � « i^ � i �` w`'..� � t. ..,,,y -0,«u F,�r: �s F � � • % }Jy `�Ym,�s��j�py�''b ,'/y�fp � �ypy p,J�� 1AAY `<.� '`.w'{�Fa ^f4 �4, 1 S '�7�.t1' 4i �mM..' VIY.<n"'�W✓'� mG'+w "���"uw'"q W'� 6'<�@�'t'WW'x "MWfM'+AN.'A`4Nm m'<W�n�4m�'�a ium�ry '-0"'y`J�4 !&F w'(hQ� kyy��Y�qry��yyww���,rMYI�.9'�µMS,"�'Nm.olt p'k4��'��PMh'i��aWYnV,�ryFy M'.tINIM1�M.wM1�,4,bM1M1uhiRNh 4aYl{tu':.l&Yc.m�-n Y�&�h'm 34 12 0 s,j�w-, AN"" lot GYM �wi '�'YW� u.uosw Nmi+il4u-aw Wwa�Nhw.eN w�wvA"'k+" m m.enR' T�'.vmr6.vTn �+Y�sRe 1Mw..� ✓nrn+w e.�..r7' Permanent Tax Number: 08-12-119-029 t�z rr r to R to e6hivitch�W'e enemen s an uAenances h eunto belonging. 9p TO HAVE AND TO HOLD the same unto said party of the second part, and to the proper use, benefit and behoof forever of said party of the second part. This deed 'is executed pursuant to and in the exercise of the power and authority granted to and vested in said trustee by # terms said deed delivered said ♦ ♦ in pursuance ♦ trust agreement above mentioned. deed 11 ♦ ♦ lien of every deed i mortgage any there be) of record subject to in said county given to secure the payment of money, ** remaining unreleased at the date of the delivery hereof. Page 39 of 128 IN WITNESS WHEREOF, said party of the first part has caused its corporate seal to be hereto affixed, and has caused its name to be signed to these presents by its Assistant Vice President, the day and year first above written. eS- VND CORPORATE S1 A, T C C, 6 /Co 10 0 vvil!'0�., a 0 0 0 0 State of Illinois County of Cook SS. CHICAGO TITLE LAND TRUST COMPANY, as Successor Trustee as Aforesaid Assistant Vice Presi nt 1, the undersigned, a Notary Public in and for the County and State aforesaid, do hereby certify that the above named Assistant Vice President of CHICAGO TITLE LAND TRUST COMPANY, personally known to me to be the same person whose name is subscribed to the foregoing instrument as such Assistant Vice President appeared before me this day in person and acknowledged that he/she signed and delivered the said instrument as his/her own free and voluntary act and as the free and voluntary act of the Company; and the said Assistant Vice President then and there caused the corporate seal of said Company to be affixed to said instrument as his/her own free and voluntary act and as the free and voluntary act of the Company. Given under my hand and Notarial Seal this 30TH day of APRIL, 2009. "OFFICIAL SEAL" LYNDA S. BARRIE Nothfy Publito StAtO Of Illinois 1� J. My Commial on Ispifoo, 04127110 NOTARY'- PUBLIC 1:10610*11VEMA31119IN9 ��001 OMNI 6 F.AW&I 9 :4:1 A M MT. PROSPECT, I This instrument was prepared by: CHICAGO TITLE LAND TRUST COMPANY 171 N. Clark Street Suite 575 Chicago, IL 60601-3294 AFTER RECORDING, PLEASE MAIL to: NAME . 6 >V ADDRESS$ 11 CITY,STATE r1lCaLf) M. I SENDTAXBILLSTO: rAirn 4_0Ktrib's s *-7 66 004 wte Page 40 of 128 a a 0 # Wn a 4D 40 The grantor or his agent affirms that, to the best of his knowledge, the name of the grantee shown on the deed or assignment of beneficial interest in a land trust is either a natural person, an Illinois corporation or foreign corporation authorized to do business or acquire and hold title to real estate in Illinois, a partnership authorized to do business or acquire and hold title to real estate in Illinois, or other entity recognized as a person and authorized to do business or acquire title to real estate under the laws of the State of Illinois. Dated: May 8, 2009 Signatu My Commission Vxpires- Z./ q 1 � e C-ff OW RI bli%09 1 IWIM, tYNTH IA L MABLES Wary Public, State of Illinois • MY commission Expires Aug. 13, 2011 The grantee or his agent affirms and verifies that the name of the grantee shown on the deed or assignment of beneficial interest in a land trust is either a natural person, an Illinois corporation or foreign corporation authorized to do business or acquire and hold title to real estate in Illinois, a partnership authorized to do business or acquire and hold title to real estate in Illinois, or other entity recognized as a person and authorized to do business or acquire and hold title to real estate under the laws of the State of Illinois. =10 My Commission Expires: 100TANIKOWN Page 41 of 128 .................................................................................................................................................. . . ......... . - — ----- ..........................wwww,w,amw»wiwwwawtimw»www . . ........ ......... . . . . . . . .. . .. . .. . . . ""t-ax 51111 2024 becond Insta Iment properoty, 39,835.20 Proj,,),e�,rty IndexNUmtm4r (PIN), VOILIrne Code TaxYear (Payabteln) Township Classificatfor"I 08-:12-119-029-0000 049 '16140 2,024 2025 Elk Grove By 15125 (on time), IF PAYING LATE. 12/16/25 - 01/15/26 OR 01/16/26 - 02/15126, OR 02/16/26 - 03/15/26, RATE INTEREST IS 0,75% PER PLEASE PAY $3J3,92.73 $3,921.49 MONTI'j, SYSTATE LAW F t N n 2 tilt/ 2 111,$796144*64, Total 20,24 Tax BI - " ""/ "I T6xing DtstrIct, x 2,023 Tax Difference SCHOOL DISTRICT'57 $3,24724 $1,820371 ARLINGTON HITS, 'TW,NSHP H S 214 $1,,943.17 268-04 "t/„1�5/ f c"/'p w VILLAGE OFMTPIROSPECT MT'P'RO,SP'ECT PARK',DISTRtCT $44815- 15 . $29,01.95 VILLAGE OFMT PROSPECT LIBRARY FU' ND $3860 $2,ha. 0.35 of HARPER COMMUNITY COLLEGE DISTRICT 15,,12 $3327.215 $214.19 METRO WATER RECLAMATION DISIT OF GR, CHGO $256.98. $178.93 COUINTYOF COOK $177.48, $88115 COUNTY'OF COOK HEALTH HOSPITAL COMM., 58. 76 $319.93 r,` W r< 'w iJ'f (f (P (, (° ' COUNTY OF COOK PUBLIC SAFETY $58.50 $72.09, FOREST PRESERVE DI'STRICT OF COOK COUN'TY $5,11,77 $38'.910 T OWN ELK GROVE $40.63 $26-45, TOWN ELK GROVE ROAD FUND $891 $622' NORTHWEST MOSOUITO ABATEMEM,'' DISTRICT $7.94 $5.191 GENERAL ASSISTANCE ELK GROVE $7,116 $519 TIIF'VIL OF MOUNT PROS,P,,C-C"'T-i,PR,,OS�P�E,CT'�i& MAI 0 $0.0 $2,136.7 q5 CONSOLIDATED ELECTIONS $16.60 40 $ 7 A X", 4 The above bmakdown dispfa-rs howniuch you pay iin propperty taxies to each'taxiing district and the change from last year. Please see reverse side, for a detialled bireakdown by, Ta.xing Dilstrict. 2023 Aslisessed Value 24 j, 8 i66 2024 Taftl Tbx Be re Exemp, mm"Nom"Wo"m 71644. 2024 Property'Vatue 2 48% 6 5 5 Homoomer's Exmpton 20,24,Assessment Lewl X 10% 2,024 Assiessed Value 2141966 Stato Equalizer X; 3.0355 2024, Equalized Assessed VbIUG (EAV) 7 51 48 Sen1o,rzen Exemp1don E= no NMI ME 2024, Total 'Tm After Exemptions '7 a 644. 6,4 20241ocal Tax Rate X110.1,279,19% First Imsta-11ment L,809.44, I 2024 Total Tax, Before Exemptions, Second Installment -+ �ffmf 3,835.20 7 v 644.64 Totaf 2024 Tax (Payablie hij 202,5), 20,0,S, MAN ST MORAN AGSOX 7,64,14,64 M10UN'T PR0SECTIL 6100,561 31501 W HUB, BARD ST 640, CHICAGO, IIL 606SA-6937 01 r r% n, rh o im rvu, 1 0 Page 42 of 128 R 0 LJ II A R C 1-11 „T E C TS , III N C, 8,30 North Bot,flav ii : ak Park, H iinoiis 60301 tei ' 0 .,"W, 400 weir) arlaiiric. orri December 30, 2025 Ann Choi Community Development Department Village of Mount Prospect 50 S. Emerson Street Mount Prospect, IL 60056 Re: Fatpour Tap Works #PZ-31-25, Responses to planning standards Ann - Please see below for our responses to the Village zoning code regulations related to Standards for Conditional Use and Standards for Planned Unit Developments. Standards for Conditional Use Section 14.2035.8 Standards: No conditional use shall be recommended for approval by the planning and zoning commission unless it finds: a. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. Response: The proposed project will be for use by a full service restaurant, which is a permitted use within the B-5 zoning district. There are several current examples of similar businesses in the downtown area within walking distance of the property. The building is designed with the main entrance and outdoor patio areas on Main Street and Evergreen Avenue, orienting the building to face the adjacent mixed use and commercial uses on those streets and drawing activity away from the single-family residential neighborhood to the south. b. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. Response: The proposed project will contribute to the downtown area with the addition of a new restaurant option for residents, and will replace an empty, unused paved lot. c. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district. Response: No adverse impact on the surrounding properties are anticipated. d. That adequate public utilities, access roads, drainage and/or necessary facilities Page 43 of 128 PJ have been or will be provided. Response: Existing utility connections will be upgraded with new connections to public infrastructure as required to support the new restaurant use. A portion of the lot along the west property line will be dedicated for use as an alley to access new on -site parking, the existing parking lotto the west and properties located to the south. e. That adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; Response: The proposed development would not allow for all required parking to be located on -site due to space constraints. The number of on -site spots have been maximized. Additional parking will be available through public parking resources, including future Village -owned public parking, Metra parking lots, the Wille Street parking lot, W. Prospect Avenue, and on -street parking along Evergreen Avenue. f. That the proposed conditional use is not contrary to the objectives of the current comprehensive plan for the village. Response: A restaurant use is permitted in the B-5 district per the zoning code. g. That the conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located, except as such regulations may, in each instance, be modified pursuant to the recommendations of the planning and zoning commission. Response: Please advise if there are additional regulations to which the proposed project does not comply. Standards for Planned Unit Developments 14.504.A General Standards: 1. Except as modified by and approved in the final planned unit development plan, the proposed development complies with the regulations of the district or districts in which it is to be located. Response: Please advise if there are additional regulations to which the proposed project does not comply. 2. The principal use in the proposed planned unit development is consistent with the recommendations of the Comprehensive Plan of the Village for the area containing the subject site. Response: A restaurant use is permitted in the B-5 district per the zoning code. 3. The proposed planned unit development is in the public interest and is consistent with the purposes of this zoning ordinance. Response: We believe that the new restaurant use would be in the public interest by making a significant improvement upon the existing empty paved lot and ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 Page 44 of 128 3 adding a new entertainment option for residents in the Village and surrounding communities. 4. The streets have been designed to avoid: a. Inconvenient or unsafe access to the planned unit development. Response: Off-street parking has been provided to the extent possible on site. Supplemental parking is available through public parking resources, including future Village -owned public parking, Metra parking lots, the Wille Street parking lot, W. Prospect Avenue, and on -street parking along Evergreen Avenue. b. Traffic congestion in the streets which adjoin the planned unit development; Response: A traffic study has not been completed, but a restaurant use is permitted and is common in the B-5 zoning district and off-street parking has been provided to the maximum extent possible. c. An excessive burden on public parks, recreation areas, schools, and other public facilities which serve or are proposed to serve the planned unit development. Response: No impact is anticipated. 14.504.C. Standards For Planned Unit Developments With Other Exceptions: The Village Board may approve planned unit developments which do not comply with the requirements of the underlying zoning district's regulations governing lot area, lot width, bulk regulations, parking and sign regulations, or which require modification of the subdivision design standards when such approval is necessary to achieve the objectives of the proposed planned unit development, but only when the Board finds such exceptions are consistent with the following standards: The proposed planned unit development requests the following exceptions from the underlying zoning regulations in order to achieve the project objectives: a. An exception from Section 14.319 to permit a patio to be located in the front and exterior side yards; b. An exception from Section 14.2207.1 to permit a reduction in the minimum parking requirement from eleven (11) parking spaces to eight (8) parking spaces; c. An exception from Section 14.1905.13 to permit a reduced building setback of less than 22.72' along Main Street; and d. An exception from Section 14.1905.E to permit a reduced building setback of less than 30' along Evergreen Avenue. 1. Any reduction in the requirements of this chapter is in the public interest. Response: These requested exceptions are in the public interest because the project cannot fully comply with the required front yard setback along Main ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 Page 45 of 128 N Street, which is defined as the average of setbacks of properties between Evergreen Avenue and Milburn Avenue. The building is located as far west on the site as feasible, but the eastern outdoor patio and patio trellis structure extend into the front yard setback. Given the limited size and configuration of the site, full compliance with the required setbacks along both Main Street and Evergreen Avenue is not feasible while accommodating the proposed restaurant use, making the requested setback relief necessary. However, the majority of the mass of the building is located behind the setback line, and all portions of the structure are further back from Main Street than the restaurant use immediately south of the new development. 2. The proposed exceptions would not adversely impact the value or use of any other property. Response: We do not believe there to be an adverse impact on value or use of any adjacent property. 3. Such exceptions are solely for the purpose of promoting better development which will be beneficial to the residents or occupants of the planned unit development as well as those of the surrounding properties. Response: We do not believe the occupants within the development would be negatively impacted by the patio within the front yard setback. The distance between patio and street is not unusually close compared to outdoor patios of other restaurants in the downtown area, and the occupants of this patio would be further from Main Street than the existing restaurant building to the south. 4. In residential planned unit developments the maximum number of dwelling units allowed per acre shall not exceed forty eight (48) units per acre for developments incorporating senior housing or assisted living facilities. Response: Not applicable to this development. 5. All buildings are to be located within the planned unit development in such a way as to dissipate any adverse impact on adjoining buildings and shall not invade the privacy of the occupants of such buildings and shall conform to the following: a. The front, side or rear yard setbacks on the perimeter of the development shall not be less than that required in the abutting zoning district(s) or the zoning district underlying the subject site, whichever is greater. Response: Only the front yard and side yard setback discussed above do not comply. b. All transitional yards and transitional landscape yards of the underlying zoning district are complied with. Response: Transitional setback to the property to the west has been met. c. If required transitional yards and transitional landscape yards are not adequate to protect the privacy and enjoyment of property adjacent to the development, the Planning and Zoning Commission shall recommend either or both of the following requirements: (1) All structures located on the perimeter of the planned unit development must be set back by a distance sufficient to protect the privacy and amenity of adjacent existing uses. Response: Minimum setbacks to adjacent lots to the west and to the south have been met. ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 Page 46 of 128 (2) All structures located along the entire perimeter of the planned unit development must be permanently screened with sightproof screening in a manner which is sufficient to protect the privacy and amenity of adjacent existing uses. Response: All mechanical equipment will be located on the rooftop and will be adequately screened from view from street by parapet walls, trash dumpsters and exterior walk-in coolers will be screened by wood fencing. d. The area of open space provided in a planned unit development shall be at least that required in the underlying zoning district. Response: All lot area not required for operation by the restaurant, outdoor patio and required parking will be left as open, landscaped area. Please do not hesitate to reach out with any questions on the above items. Thank you, Neal Thompson Senior Associate Aria Group Architects, Inc. ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 Page 47 of 128 L W (-5 co, F, LLJ I > 2 00 �,6 0 d OZ z > LO D Lo z o Lu :Z) Rik 0 ..250z x 12 052zWo ! FZ t= - L2 Y2 (6 CO, 0� < 0 Z 0 to C'4 W0 mww Z. zMr 0 -i; VJ LO 0) W LO L� —J 0� 8 0 E 0 0 [If t� a- 0>, W En i0 U Y � xo"N LU 0 1 E . 80 v ®coo O 2 LL 0 _MSP: o- n z M ,� O� 0 z 0 Ws;q:j Qf F- w �4 'M 0- . D) C)O _j -J -XLLjz =Z) cz" C) —ozoo, - SO E 1 Lj 4) W F �: W) OW L"J 6 - 0 'E2 =J Z> < ' LLJ U) Z P.00-n Nq-- -a z- P 0 Z U) o!3 zo 0 �L,) (A 1:2!§�g . o W W 17) Z Z LD y 60 M < zw Mz -M 1-.0 z 0 LZI :0, -. 0z X� 0, 3: V) < M 0 8WWwr, Z W 0 Zs.'z M 31 �-2 ->j ZO, 0 z zaallow 0 a - MOO 0 Z, 2 '0!Q 00 6 03 0 0, Z W 0 W W II Z7 W II W WN LLJ WOz z U) z oa 0: > Wo 0 z Z W 0z II i - Of W V) A 0 0 z Z 0 0 t n (6 W z j -C C, 0 z 0 R 8 �2 I.: ? 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L � Z <WW < ir, .11 .5 q p �O W0 in Z M e) U) z W a 1, u W C.) rz n'n >.z W ff 0 �4 zw io0 0 M goawL) Zo N M'S EXHIRIT A Legal Description of Property LOT 1 IN STENGREN CORNER SUBDIVISION OF LOTS 11 21 31 AND 4 IN BUSSE' S RESUBDIVISION OF LOTS 1 TO 6 INCLUSIVE IN BLOCK 4, ALSO LOTS 2 AND 3 IN BLOCK 5, ALL OF BLOCK 6, AND LOTS 13 TO 24 INCLUSIVE IN BLOCK 7, LOTS 17 TO 20 INCLUSIVE IN BLOCK 8, ALL IN MEIER'S ADDITION TO MOUNT PROSPECT, BEING A SUBDIVISION IN THE NORTHWEST 1/4 OF SECTION 12, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES ON APRIL 16, 1979 AS DOCUMENT LR 3086126, IN COOK COUNTY, ILLINOIS. EXHIBIT A Error! Unknown document property name. 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Od N N �I r-i cn r, Ln di U U? 711A1f1 //rti/11 N (/ /N I r'A'IN, LI I�. N `� i�rr jii;/ f��o,r,� i�,�� ��f°��p� �f ���Ur� "°"'"'°""" """ "°° ""'° ��I``riri li II`` irr rrra ,rtr rrrrrrii II�II A�ppr orrrrA pg 4� Wl �J 'LL �� .. o 0 If I Ifu 4.... r, 0114 Light Fixture Cutsheets Job Name: FATPOUR TAP WORKS - MOUNT PROSPECT, IL Contact: KRISTIN.DRUM@cednationalaccounts.com, (562) 926-7202 Type: XLEDI Catalog #: CEDNA-FP-XLED 1 ❑ 0.49" ,a >'��i Illl�llrt ii�l 0.49" Technical Information Features • 24VDC Class 2 and IP68 rated for wet locations, fixtures made to order up to 144" . Fixtures can be linked up to 48' depending on output • Suitable for undercabinet, millwork, direct view, grazer, vanity, architectural reveals, accent lighting and surface mount applications • Dot free even illumination with frosted lens and high color outputs Finish Options (see page 3 for additional information) Base ❑ Silver Anodized Powder ■ Black E Bronze ❑ White Coat • High Color Quality options offer premium quality and vibrant colors with R9 values up to 97 • High Efficacy options offer best in class output and efficacy with over 425 Im/ft and up to 76 Im/W • Proprietary strong bond solder method handles up to 50 Ibs of pull force on wire leads and connectors • 3 Year warranty Premium ® Matte Black ❑ Warm Nickel M Aged Brass 17 Polished Gold M Chrome maa ,� oui. CE *s"lne R H$ MADE IN �U.S.A C U� US TITLE 24 JA8 DIM LISTED COMPLIANT TYPE High Color Quality High Efficacy OUTPUT OPTIONS 72SO 72HO 72VHO HE48LO HE48SO HE48MO HE48HO Lumens Output (3000K) (with a Clear Lens) 148 Im/ft 241 Im/ft 293 Im/ft 144 Im/ft 200 Im/ft 267 Im/ft 428 Im/ft Average Power Consumption 4' 2.8 W/ft 4.8 W/ft 6 W/ft 1.9 W/ft 2.8 W/ft 3.5 W/ft 6.5 W/ft (for a section) Efficacy 53 Im/W 50 Im/W 49 Im/W 76 Im/W 71 Im/W 76 Im/W 66 Im/W Max Run Length (in series) 40 ft 31 ft 22 ft 48 ft 42 ft 33 ft 21 ft Ambient Operating Temperature Range's -150F - 125°F -150F - 1 150F -150F - 1250F -15°F - 1 150F (-25 C-50C) ( 25 C-45 C) (-25 C-50C) (-25 C-45 C) *Ambient Operating Temperature Range to maintain L70 of 50k+ hours in normal mounting conditions for the fixture. Exceeding Ambient Operating Temperature Range may result in decreased life/output. Consult Technical Support for specific inquiries. High Color Quality (72) High Efficacy (HE48) Multiplier TM-30 Multiplier TM-30 CCT (reference - 3000K) CRI Rf R.9.. R9 CCT (reference - 3000K) CRI Rf R9 R9 2700K 0.97 97 96 99 93 2700K 0.94 92 90 99 46 3000K 1.00 96 95 99 92 3000K 1.00 92 89 99 62 3500K 1.01 96 95 100 94 3500K 1.02 92 89 99 58 4000K 1.34 97 96 102 92 4000K 1.02 92 86 94 52 Ordering Code MODEL LENGTH' OUTPUT CCT LENS MOUNTING FINISH FEED POSITION LEFT FEED POSITION RIGHTS MKW -Myka Wet C - Clear CB -Concealed Bracket BASE WIRE LEADS (72") WIRE LEADS (72") 72SO-Standard 27K-2700K F- Frosted A -Adjustable Hinge SA -Silver Anodized LWE-Wire End Feed RWE-Wire End Feed 12"-144" 72HO-Hi h 30K-3000K " Mounting LWB-Wire Back Feed RWB-Wire Back Feed 1 increments 72VHO-Very High 35K- 3500K POWDER COAT LNPF- No Power Feed RNPF-No Power Feed 4OK- 4000K BK- Black BZ - Bronze WH-White H E48 LO - Low 2 7K - 2700 K 12"-144" HE48SO-Standard 30K- 3000K PREMIUM QUICK CONNECTS (6") QUICK CONNECTS (6") 2" increments HE48MO-Medium 35K-3500K MBK-Matte Black LFE-Female Q/C, End Feed RFE-Female Q/C, End Feed HE48HO-High 4OK-4000K WN-Warm Nickel LFB-Female O/C, Back Feed RFB-Female Q/C, Back Feed AB -Aged Brass LNPF - No Power Feed RNPF-No Power Feed PG -Polished Gold CH -Chrome' 1 Custom lengths and increments are available, please consult Inside Sales with specific request. 3 - Non Base finishes may have extended lead times and adders, Custom RALs are available, please consult Inside Sales with specific request. 2 All High Efficacy options can be used to comply with Title 24 JA8. High Color Quality options can be used to comply 4 Polished Gold and Chrome finishes have a maximum fixture length of 96". with Title 24,JA8 depending on Output, CCT, and Lens selections. See multiplier charts to calculate specific efficacies. 5 - LNPF - RNPF is not a valid configuration option Page 84 of 128 Powerfeeds and Connectors Power Feed Position Options and Orientation Arrows indicate light directions. Diagram not representative of mounting options available. Luminii defines LEFT when the fixture lens is facing upwards. For asymmetric fixtures/lens', Luminii defined LEFT when the lens is facing up and towards the user. Linking and Extension Cable Options Mal?Quick WET FMA-2-2 ConFemale to Male Adapter, 2 pin 2.00" Male QC Male QC FemR Con Lead Wires 00.18" Sample Layout WET CON-LEAD-M-2-48 Male Wet Connector Cable, 2 pin, 48" 48.0" Male QC WET CON-JC-F-M-2-48 Female/Male Wet Jumper Cable, 2 pin, 48" 48.0" Female QC Male QC Female QC Female QC Female QC ro- O� WET-CON-LEAD-M-2-48 WET-CON-JC-F-M-2-48 WET-FMA-2-2 WET-CON-JC-F-M-2-48 Female QC Female QC Female QC ro- WET-CON-LEAD-M-2-48 WET-CON-JC-F-M-2-48 WET-CON-JC-F-M-2-48 WET-FMA-2-2 WET-FMA-2-2 Male QC Male QC ro- WET-CON-LEAD-M-2-48 min 0H, WET-FMA-2-2 Male QC Male QC O O - WET-CON-LEAD-M-2-48 End feed shown Back feed shown Page 85 of 128 Product Dimensions Fixture/Lens Profile With Frosted Lens 0.49" 0.49" Fixture/Mounting Profile Fixture Side 11 Endcap Thickness 0.03" UP TO 144" 1 r1,0. 0.67" 0.8111 �Upto90° C*- 1. 1 Blade Louver Lens with Concealed Bracket Finish Options Frosted Lens using the Adjustable Bracket • Finish options are available in a wide variety, allowing for complete customization of style and aesthetic. • Non Base finishes may have extended lead times and price adder. • Polished Gold and Chrome finishes have a maximum fixture length of 96". • Custom RALs are available, please consult Inside Sales with specific request. Silver Anodized Black Bronze White Base Powder Coat Powder Coat Powder Coat Warm Nickel Aged Brass Premium Premium White is a polar bright white and field paintable Polished Gold Chrome Premium Premium µ m r .Y, J j � j rJr lrr; Warm Nickel is a soft, Aged Brass is a deep Polished Gold is bright and Chrome is a highly silvery smoke with warm brown shade with slightly radiant for a brilliant finish. reflective silver polish. tones and a satin finish. golden undertones. Matte Black Premium 00 Matte Black is a dark, pitch-black with a soft flat finish. Page 86 of 128 Light Transmission and Dotting ............... "I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll"",',,",'ll'I ............... "I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll'I Lens/Accessory ............... "I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'llI ............... "I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'ll'I ............... "I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'ll'I ............... "I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'ll'I ............... Output Options Clear Lens Frosted Lens Dimming Level 100% 50% 10% 1% 100% 50% 10% 1% 72SO CD CD CD CD ND ND ND SD 72HO CD CD CD CD ND ND ND SD 72VHO CD CD CD CD ND ND ND SD HE48LO CD CD CD CD ND SD SD CD HE48SO CD CD CD CD ND SD SD CD HE48MO CD CD CD CD ND SD SD CD HE48HO CD CD CD CD ND SD SD CD Transmission Percentage 100% 58% Accessory Options ............... LVSP-WET LVSP-WET-CM Splice box: wet rated, low voltage, gray Connector for splice box, low voltage for cable management, gray. 2.611 0.8711 2.2 Photometry UNIT: CD -CO/1180 -C90/270 CD - Clear Dotting . . . . . . .... ...... ............... ............ ... SD - Slight Dotting "I ......................... N D No Dotting . . . . . . . . . . . . . . . . . . . . . . 5 235 Zonal Lumen Summary 3000K -150o 150- zone Lumen % Fixture 18; 0-30 175 25.8% 0-40 291 42.8% -120' 141 120' 0-60 522 76.8% 941 0-90 672 98.8% " Total 0-180 680 100% 1 7 I Beam An g le -90, 0 90, 1120 9i UNIT: CD ,-CO/180 -C90/2'70 11 a Page 87 of 128 Power Consumption .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Tested at Full Power with PS-UNI Series power supplies. Standard Nominal Lengths offered provide minimal shadowing. For alternate lengths, please consult Inside Sales with specific request. High Color Quality (72) Nominal Length (in) Actual Length Watts Nominal Length (in) Actual Length Watts Nominal Length (in) Actual Length Watts Nominal Length (in) Actual Length Watts SO HO VHO SO HO VHO SO HO VHO SO HO VHO 12 11 4/16 2.7 4.4 6.2 47 - - - - 82 81 14/16 18.3 29.5 38.4 117 11610/16 25.9 40.8 52.4 13 12 6/16 2.7 4.4 6.2 48 47 2/16 10.5 17.4 23.1 83 - - - - 118 117 12/16 26.1 41.1 52.8 14 13 9/16 2.9 4.8 6.7 49 48 5/16 10.7 17.8 23.5 84 83 18.5 29.8 38.8 119 118 15/16 26.3 41.4 53.2 15 14 1 1 /16 3.1 5.2 7.3 50 49 7/16 11.1 18.6 24.4 85 84 3/16 18.7 30.1 39.2 120 - - - - 16 15 14/16 3.4 5.6 7.8 51 50 10/16 11.4 18.9 24.9 86 85 5/16 19.2 30.8 40.0 121 120 1 / 16 26.5 41.7 53.6 17 - - - - 52 51 12/16 11.6 19.3 25.3 87 86 8/16 19.4 31.1 40.4 122 121 4/16 26.7 42.0 54.0 18 17 3.6 6.0 8.3 53 52 15/16 11.9 19.7 25.7 88 87 10/ 16 19.6 31.5 40.8 123 122 6/16 27.1 42.6 54.7 19 18 3/16 3.9 6.5 8.9 54 - - - - 89 88 13/16 19.9 31.8 41.1 124 123 9/16 27.3 42.9 55.0 20 19 5/16 4.4 7.3 9.9 55 54 1 /16 12.1 20.1 26.1 90 90 20.1 32.2 41.5 125 124 1 1 /16 27.5 43.1 55.4 21 20 8/16 4.6 7.7 10.5 56 55 4/16 12.3 20.5 26.6 91 - - - - 126 125 14/16 27.7 43.4 55.7 22 21 10/16 4.8 8.1 11.0 57 56 6/16 12.8 21.3 27.4 92 91 2/16 20.4 32.5 41.9 127 - - - - 23 22 13/16 5.1 8.6 11.5 58 57 9/16 13.1 21.6 27.8 93 92 5/16 20.6 32.9 42.3 128 127 27.9 43.7 56.1 24 24 5.3 9.0 12.1 59 58 11/16 13.3 22.0 28.3 94 93 7/16 21.1 33.6 43.1 129 128 3/16 28.1 43.9 56.4 25 - - - - 60 59 14/16 13.6 22.4 28.7 95 94 10/16 21.3 33.9 43.4 130 129 5/16 28.5 44.5 57.1 26 25 2/16 5.6 9.4 12.6 61 - - - - 96 95 12/16 21.5 34.2 43.8 131 130 8/16 28.7 44.7 57.4 27 26 5/16 5.8 9.8 13.1 62 61 13.8 22.8 29.1 97 96 15/16 21.8 34.6 44.2 132 131 1 1 /16 28.9 45.0 57.8 28 27 7/16 6.2 10.5 14.1 63 62 3/16 14.0 23.1 29.6 98 - - - - 133 132 13/16 29.1 45.3 58.1 29 28 10/16 6.5 10.9 14.5 64 63 5/16 14.5 23.8 30.5 99 98 1/16 22.0 34.9 44.6 134 134 29.3 45.5 58.4 30 29 12/16 6.7 11.2 15.0 65 64 8/16 14.7 24.1 31.0 100 99 4/16 22.2 35.2 45.0 135 - - - - 31 30 15/16 6.9 11.6 15.5 66 65 10/16 14.9 24.4 31.4 101 100 6/16 22.5 35.9 45.9 136 135 2/16 29.5 45.7 58.7 32 - - - - 67 66 13/16 15.1 24.7 31.9 102 101 9/16 22.7 36.2 46.3 137 136 5/16 29.6 45.9 59.1 33 32 1 /16 7.1 12.0 16.0 68 68 15.3 25.0 32.4 103 102 1 1 /16 22.9 36.5 46.7 138 137 7/16 30.0 46.3 59.7 34 33 4/16 7.3 12.3 16.5 69 - - - - 104 103 14/16 23.1 36.8 47.1 139 138 10/16 30.2 46.5 60.0 35 34 6/16 7.8 13.1 17.4 70 69 2/16 15.5 25.4 32.8 105 - - - - 140 139 12/16 30.3 46.8 60.3 36 35 9/16 8.0 13.4 17.9 71 70 5/16 15.8 25.7 33.3 106 105 23.3 37.1 47.5 141 140 15/16 30.5 47.0 60.6 37 36 1 1 /16 8.2 13.8 18.4 72 71 7/16 16.2 26.3 34.2 107 106 3/16 23.5 37.4 48.0 142 - - - - 38 37 14/16 8.4 14.2 18.9 73 72 10/16 16.4 26.6 34.7 108 107 5/16 23.9 38.1 48.8 143 142 1 /16 30.7 47.2 61.0 39 - - - - 74 73 12/16 16.6 26.9 35.1 109 108 8/16 24.1 38.4 49.2 144 143 4/16 30.8 47.4 61.3 49.6 50.0 50.4 - 50.8 51.2 52.0 40 39 8.7 14.5 19.3 75 7415/16 16.8 27.3 35.5 110 10911/16 24.3 38.7 41 40 3/16 8.9 14.9 19.8 76 - - - - 111 110 13/16 24.5 39.0 42 41 5/16 9.3 15.6 20.7 77 76 1 /16 17.1 27.6 35.9 112 112 24.8 39.3 43 42 8/16 9.6 16.0 21.2 78 77 4/16 17.3 27.9 36.3 113 - - - 44 43 10/16 9.8 16.4 21.7 79 78 6/16 17.7 28.5 37.2 114 113 2/16 25.0 39.6 45 44 13/16 10.0 16.7 22.1 80 79 9/16 17.9 28.9 37.6 115 114 5/16 25.2 39.9 46 46 10.2 17.1 22.6 81 8011/16 18.1 29.2 38.0 116 115 7/16 25.6 40.5 Page 88 of 128 Power Consumption .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Tested at Full Power with PS-UNI Series power supplies. Standard Nominal Lengths offered provide minimal shadowing. For alternate lengths, please consult Inside Sales with specific request. High Efficacy (HE48) Nominal Length (in) Actual Length Watts Nominal Length (in) Actual Length Watts Nominal Length (in) Actual Length Watts Nominal Length (in) Actual Length Watts LO SO MO HO LO SO MO HO LO SO MO HO LO SO MO HO 12 1013/16 1.7 2.5 3.5 5.7 47 4613/16 6.9 10.7 13.3 24.7 82 - - - - - 117 11613/16 17.3 27.3 33.7 57.9 13 1213/16 1.7 2.5 3.5 5.7 48 - - - - - 83 8213/16 12.5 19.9 23.9 42.2 118 - - - - - 14 - - - - - 49 4813/16 7.1 11.2 13.9 25.4 84 - - - - - 119 11813/16 17.5 27.7 34.3 58.7 15 1413/16 2.0 3.0 4.0 7.2 50 - - - - - 85 8413/16 12.8 20.3 24.5 43.1 120 - - - - - 16 - - - - - 51 5013/16 7.4 11.7 14.5 26.3 86 - - - - - 121 12013/16 17.8 28.1 34.9 59.6 17 1613/16 2.4 3.5 4.6 8.7 52 - - - - - 87 8613/16 13.1 20.8 25.1 44.1 122 - - - - - 18 - - - - - 53 5213/16 7.7 12.3 15.1 27.4 88 - - - - - 123 12213/16 18.1 28.6 35.5 60.5 19 1813/16 2.7 3.9 5.2 10.2 54 - - - - - 89 8813/16 13.4 21.3 25.7 45.0 124 - - - - - 20 - - - - - 55 5413/16 8.0 12.9 15.7 28.5 90 - - - - - 125 12413/16 18.3 29.0 36.0 62.1 21 2013/16 3.0 4.4 5.8 11.7 56 - - - - - 91 9013/16 13.7 21.7 26.3 46.0 126 - - - - - 22 - - - - - 57 56 13/16 8.4 13.5 16.4 29.5 92 - - - - - 127 126 13/16 18.4 29.5 36.6 63.8 23 2213/16 3.4 4.9 6.4 13.2 58 - - - - - 93 9213/16 14.0 22.1 26.9 47.0 128 - - - - - 24 - - - - - 59 5813/16 8.7 14.0 17.0 30.6 94 - - - - - 129 128 13/16 18.6 29.9 37.2 65.4 25 2413/16 3.7 5.4 7.0 14.7 60 - - - - - 95 9413/16 14.3 22.6 27.5 47.9 130 - - - - - 26 - - - - - 61 6013/16 9.0 14.6 17.6 31.6 96 - - - - - 131 13013/16 18.8 30.4 37.7 67.0 27 2613/16 4.1 5.9 7.5 15.8 62 - - - - - 97 9613/16 14.4 22.8 27.8 48.4 132 - - - - - 28 - - - - - 63 6213/16 9.4 15.2 18.2 32.6 98 - - - - - 133 13213/16 18.9 30.8 38.3 68.6 29 2813/16 4.4 6.4 8.1 16.8 64 - - - - - 99 9813/16 14.7 23.3 28.5 49.4 134 - - - - - 30 - - - - - 65 6413/16 9.7 15.6 18.7 33.7 100 - - - - - 135 13413/16 19.1 31.2 38.9 70.2 31 3013/16 4.8 6.9 8.7 17.9 66 - - - - - 101 10013/16 15.0 23.7 29.0 50.4 136 - - - - - 32 - - - - - 67 6613/16 10.0 16.1 19.2 34.7 102 - - - - - 137 13613/16 19.3 31.8 39.4 70.7 33 3213/16 5.0 7.2 9.0 18.5 68 - - - - - 103 10213/16 15.3 24.1 29.6 51.3 138 - - - - - 34 - - - - - 69 6813/16 10.4 16.5 19.8 35.7 104 - - - - - 139 13813/16 19.5 32.3 40.0 71.2 35 34 13/16 5.4 7.7 9.6 19.5 70 - - - - - 105 104 13/16 15.6 24.6 30.2 52.3 140 - - - - - 36 - - - - - 71 70 13/16 10.7 17.0 20.3 36.7 106 - - - - - 141 140 13/16 19.8 32.8 40.6 71.8 37 3613/16 5.7 8.2 10.2 20.6 72 - - - - - 107 10613/16 15.8 25.0 30.7 53.2 142 - - - - - 38 - - - - - 73 72 13/16 11.0 17.4 20.8 37.7 108 - - - - - 143 142 13/16 20.0 33.3 41.1 72.3 39 3813/16 6.0 8.7 10.8 21.5 74 - - - - - 109 10813/16 16.1 25.5 31.3 54.2 144 - - - - - - 55.2 - 56.1 - 57.0 - 40 - - - - - 75 74 13/16 11.3 17.9 21.4 38.7 110 - - - - 41 4013/16 6.2 9.2 11.4 22.3 76 - - - - - 111 11013/16 16.4 25.9 31.9 42 - - - - - 77 7613/16 11.6 18.4 22.0 39.6 112 - - - - 43 4213/16 6.4 9.7 12.0 23.1 78 - - - - - 113 11213/16 16.7 26.4 32.5 44 - - - - - 79 7813/16 11.9 18.9 22.7 40.5 114 - - - - 45 4413/16 6.7 10.2 12.6 23.9 80 - - - - - 115 11413/16 17.0 26.8 33.1 46 - - - - - 81 8013/16 12.2 19.4 23.3 41.4 116 - - - - Page 89 of 128 Voltage Drop Calculator The below chart assumes nominal voltage of 24 Volts and a Voltage Drop Allowance of 3% through the wire Maximum Wire Length From Power Supply to Start of Run [ft] Wattage [W] 12 AWG 14 AWG 16 AWG 18 AWG 20 AWG 22 AWG 24 AWG 5 1088.2 684.4 430.3 270.6 170.2 107.1 67.3 10 544.1 342.2 215.1 135.3 85.1 53.5 33.7 15 362.7 228.1 143.4 90.2 56.7 35.7 22.4 20 272.0 171.1 107.6 67.7 42.6 26.8 16.8 25 217.6 136.9 86.1 54.1 34.0 21.4 13.5 30 181.4 114.1 71.7 45.1 28.4 17.8 1 1 .2 35 155.5 97.8 61.5 38.7 24.3 15.3 9.6 40 136.0 85.5 53.8 33.8 21.3 13.4 8.4 45 120.9 76.0 47.8 30.1 18.9 11.9 7.5 50 108.8 68.4 43.0 27.1 17.0 10.7 6.7 55 98.9 62.2 39.1 24.6 15.5 9.7 6.1 60 90.7 57.0 35.9 22.6 14.2 8.9 5.6 65 83.7 52.6 33.1 20.8 13.1 8.2 5.2 70 77.7 48.9 30.7 19.3 12.2 7.6 4.8 75 72.5 45.6 28.7 18.0 11.3 7.1 4.5 80 68.0 42.8 26.9 16.9 10.6 6.7 4.2 85 64.0 40.3 25.3 15.9 10.0 6.3 4.0 90 60.5 38.0 23.9 15.0 9.5 5.9 3.7 96 56.7 35.6 22.4 14.1 8.9 5.6 3.5 Page 90 of 128 Power Supplies ...... ........ ..... ...... ...... .... ................ ...... ................. ............. .... .... ..... ...... ...... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... See Power Supply instructions and spec sheet for wiring information. For a complete list of compatible dimmers, see Compatible Dimming Chart on the Resources page. Ordering Co a Universal Dimming Power Supplies 1 % 120VAC - 277VAC _ _ _ _ _ _ P ID P I 9............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ SUN 96 S UN W 6 MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT To 0-10V Dimmer r DIM - F �u u (if applicable) L DIM + PS -Power Supply, UNI-0-1 OV Dimming, D-Dry 30-30 Watts 24-24 VDC 120-277VAC Phase Dimming W-Wet 60-60 Watts 96 - 96 Watts 3x96 - 3x96 Watts Neutral�� 24v Dc+ INPUT[Ground Compatibility: View a complete list of compatible dimmers on product 0-10V - 1 % dimming 120 - 277VAC Load page (Ii_.r.rk) MLV/ELV/TRIAC - 1 % dimming, consult dimming compatibility chart 24V DC- LineLED PS-UNI-D-3X96 / PS-UNI-W-3X96 MODELS PS-UNI-W -30W PS-UNI-W -60W PS-UNI-W -96W PS-UNI-W -3X96W Length 6.50" 7.40" 8.66" 1 1.85" To 0-10V Dimmer DIM - [DIM (if applicable) +0IIIIIIIIIIIIIII 1 Width 3.73" 3.73" 3.73" 4.32" Depth 1.61 " 1.61 " 1.6111 1.8111 24V DC+ Neutral *, INPUT C Ground 120-277VAC Load MODELS PS-UNI-D-30W PS-UNI-D-60W PS-UNI-D-96W PS-UNI-D-3X96W 24V DC- 24V DC+ LineLED Length 8.77" 8.77" 8.1 1 " 9.94" ........................................ 4P 4A 0 Width 4.27" 4.27" 5.60" 7.61 " 24V DC- LineLED 24V DC+ Depth 1.83" 1.83" 1.83" 2.02" 24V DC- LineLED .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Ordering Code 0-"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll","I ...............1OV Dimming "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""II ............... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""IIPower ............... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""II ...............Supplies 0.1 % 120VAC - 277VAC PS-Ol OV-LIN/LOG-D-3X96 MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT ° Load — — — — To 0-10v Ground DIM Neutral Dimmer INPUT 120-277VAC (if applicable) DIM + 24V DC+ PS -Power Supply, 01 0V-LIN-0-10V Dimming P.I %) D-Dry 96-96 Watts 24-24 VDC 0 i� i�ioG2° LineLED 120-277VAC Linear 3X96 - 3x96 Watts 24V DC- 010V-LOG-0-IOV Dimming (0.1 % , 24VDC+ Logarithmic C ei::1 06100 LineLED 24V DC - OUTPUT _ ��- �- �- � 24V DC+ 0-10 controller wires """' �gP�4o$0 96W Max to the next power supply +�"""""""""""' ® ® 24v DC- per terminal MODELS 96W 3X96 4 Length 14.40" 15.00" Load INPUT r Ground � Neutral 120-277VAC Width 5.20" 6.62" Depth 2.60" 4.45" To 0-10v DIM- PS-Ol OV-LIN/LOG-D ° Dimmer (if applicable) DIM + DC+ + n p01:lllllll OUTPUT 24V DC- 0-10 controller wires to the next power supply LineLED .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Athena 0-10V LED Driver Load : INPUT Ground r Neutral 120 277VAC MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT FEATURE Ta 0-10v - - - - - (if applicable)[DIM- DimmerDIM +«< co ATHENA ° PS -Power Supply, 01 OV-LIN-0-1 OV Dimming, D-Dry 96-96 W 24-24 VDC AWNR-Athena 120-277VAC Linear 24v Dc+ 01 OV-LOG-0-1 OV Dimming Logarithmic LJ 24V DC - OUTPUT LineLED 0-10 controller wires to the next power supply MODELS 96W Length 14.40" Width 5.20" Depth 2.60" Page 91 of 128 Power Supplies ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... See Power Supply instructions and spec sheet for wiring information. For a complete list of compatible dimmers, see Compatible Dimming Chart on the Resources page. PS-DALI-D-3X96-24 Ordering Co a DALI 1 Dimming Power Supplies 0.1 % 120VAC - 277VAC ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT PS -Power Supply, DALI -DALI (0.1 %) D-Dry 96-96 Watts 24-24 VDC 120-277VAC 3X96-3X96 Watts Model 96W 3X96 Length 14.40" 15.00" Width 5.20" 6.62" Depth 2.60" 4.56" ® ® Load INPUT Ground 120 - 277VAC To Dali iiiiiiiiiiiillillillillillillilliillillillillillillilliiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliIilillillle r Neutral controller + 24V DC+ 01:r1:r00*0° LineLED 24V DC- 24V DC+ LineLED 24V DO OUTPUT 24V DC+ Dali controller wires • 0 96W Max p p p ppp to the next power supply ® ® per terminal 24V DC - To Dali controller n DALI + DALI - Ordering Co a DMX Dimming Power Supplies 0.1 % 120VAC - 277VAC Requires Zonal Control MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT I DMX+ To Controller DMX - shield Load INPUT Ground 120 - 277VAC Neutral 24V DC+ DALI - DALI + OUTPUT 24V DC- LineLED Dali controller wires to the next power supply ......................................................................................................................................................................................................................................................................................... P5-DMX-D-3X96-24 0 mmmI ® ® Load INPUT iiiiiiiiiiiillillillillillillilliillillililli ll����� Ground 120-277VAC uuuuuuuuuuu°°llilI 10 Neutral PS- Power Supply, 120-277VAC DMX- DMX (0.1 %) D- Dry 96-96 Watts 24- 24 VDC DMX CABLES 3X96 - 3X96 Watts (FOR DMX CABLES, USE *Zonal control power supplies. Control multiple tapes/zones using DMX channels. MODELS 96W 3X96 Length 14.40" 15.00" Width 5.20" 6.62" Depth 2.60" 4.56" BELDEN 9829, 9842 OR CATS SHIELDED TWISTED PAIR CABLING OR EQUIVALENT) uuuuuuuu to the next power supply DMX + DMX - shield 24V DC+ E] [ iii'diiiiIJ0 LineLED 24V DC- 24V DC+ LineLED DC- 24V DC+ 96W Max perterminal 24V DO DMX CABLES (FOR DMX CABLES, USE BELDEN 9829, 9842 OR CATS SHIELDED TWISTED PAIR CABLING OR EQUIVALENT) • me LEDSYNC SHIELD to the next H. .�IIIIIIIIIIII LED SYNC THRU - power supply PS-DMX-D-96-24 LED SYNC THRU + r DMX IN SHIELD 7 'lull DMX IN - to DMX controller DMX IN + ° = a a� o ° 24V DC+ Z O In �0ara�o INPUT 24V DC- LineLED 120-277VAC Ordering Code Enlighted Enabled Dimming Power Supplies 1 % 120VAC - 277VAC ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT FEATURE PS - Power Supply, 01 OV-0-1 OV D - Dry 96-96 Watts 24 - 24 VDC ENL-0-1 OV 120-277VAC Dimming ( I %) Enlightened Model 96W Length 14.40" Width 5.20" Depth 2.60" c PS-01 OV-D-96-24-E N L Enlighted Sensor Unit Load Ground INPUT Neutral 1 120 - 277VAC 24V DC+ 24V DC- LineLED Page 92 of 128 Power .Supplies .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. See Power Supply instructions and spec sheet for wiring information. For a complete list of compatible dimmers, see Compatible Dimming Chart on the Resources page. Ordering CO a Non -Dimming Power Supply 120VAC - 277VAC MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT ° PS-N D-D-96-24 PS- Power Supply, ND -Non Dimming D - Dry 96-96 Watts 24 - 24 VDC 1 2 0-2 77VAC INPUT Load 24V D0- 8C+ 120 - 277VAC Ground En!� Neutral 24V DC- LineLED MODELS 96W Length 14.40" Width 5.20" Depth 2.60" Ordering CO a Phase Dimming Power Supply 1 % 120VAC - 277VAC MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT OUTPUT CONTROL PS -Power Supply, PH -Phase Dimming D-Dry 96-96 Watts 24-24 VDC DC -Direct Current 120-277VAC (Triac, ELV, MLV) MLV/ELV/TRIAC - 1 % dimming, consult dimming compatibility chart (I,:i_nk) MODELS 96W Length 8.25" Width 4.10" Depth 1.56" Ordering Code in -Ground Power Supplies PS-PH-D-96-24-DC 24V DC+ Neutral `„ INPUT `° 120 - 277VAC Ground 24V DC- LineLED Load NOTE: OVER THE WHITE, GREEN, AND BLACK WIRES, CONNECT TO ELV OR MLV DIMMER MODEL INPUT CONTROL ENVIRONMENT WATTAGE OUTPUT INPUT Ne See Ordering Code [Gn L PSI 20-Power Supply, 120VAC ELV-ELV Dimming IG-In Ground 2X96-2X96 Watts 24-24 VDC PS240-Power Supply, 240VAC PS277-Power Supply, 277VAC MODELS 2X96W Length 8.40" Width 8.30" Depth 8.10" PSI 20-ELV-IG-2X96-24 LineLED L4V Vl.- L4V U�_- LineLED Page 93 of 128 Power Supplies ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... See Power Supply instructions and spec sheet for wiring information. For a complete list of compatible dimmers, see Compatible Dimming Chart on the Resources page. LUT -- ON® Luminii is a Lutron OEM Advantage Partner Lutron Power Supplies 1 % MODEL L3DA4U 1 UKL-CV240 Hi-IumeTM 1 % EcoSystem Voltage LED driver Load 40W max Neutral Ground MODELS L3DA4U 1 UKL-CV240 Length 4.98" Width 4.00" Depth 2.62" FLUTRON® Luminii is a Lutron OEM Advantage Partner Lutron Power Supplies 0.1 % MODEL L3D0-96W24V-U Hi-IumeTM 0.1 % EcoSystem Voltage LED Driver with Soft -On, Fade-to-BlackTM 96W max MODELS L3D0 Length 10.50" Width 5.50" Depth 2.00" L3 DA4U 1 U KL-CV240 E1 E2 (Purple) (Purple) u To Ecosystem Digital Link El 0 Load INPUT To EcoSystem r (Purple) �° Neutral 120 - 277VAC L � Digital Link E201 r Ground (Purple) L3 DO-96W24V-U ® c� 24V DC, LineLED 1 24V DC - Page 94 of 128 'I 711A1f1 �P/ti/11 N (/ II + II /Nr� I 9AIN ���� N�' �� rr ��>i,/ ���,r� r� �� �1'� I��"p�U� ��,;.Ur� "°"'"'°""" """ "°° ""'° ��I`riri li II`` irr rrra ,rtr rrrrrrii II�II A�ppr orrrrA pg L 0 If I If 4.... r, 0114 Light Fixture Cutsheets Job Name: FATPOUR TAP WORKS - MOUNT PROSPECT, IL Contact: KRISTIN.DRUM@cednationalaccounts.com, (562) 926-7202 Type: XSCI lCatalog #: CEDNA-FP-XSCI N AVAILABLE FINISHES: PRODUCT DESCRIPTION The striking Strait wall sconce showcases two angled plates, elegantly divided by a white etched diffuser. Color temperature selectable LED light emanates outward in a clean, geometric glow, highlighting the fixture's modern design. FEATURES • Driver concealed within the canopy • Front and ambient illumination • AB (Aged Brass) finish indoor only option is available • Built in color temperature adjustability. Switch from 2700K/3000K/3500K/4000K SPECIFICATIONS Rated Life 50,000 Hours 221�8" Standards ETL, cETL,Wet Location Listed Input 120-277 VAC,50/60Hz Dimming ELV: 100-10%,TRIAC: 100-10% Mounting Can be mounted on wall in all orientations Color Temp 2700K,3000K,3500K,4000K C RI 90 Construction Aluminum frame with acrylic diffuser 411 r lt, 511 WS-82522 WS-W82522 Model & Size Color Temp Finish LED Watts LED Lumens Delivered Lumens WS-W82522 2Z2700K BK III�� �������.��IP����: 20.4W 1000 381 3000K BK III:�'IIIIP 20.4W 1000 394 3500K BK IIC:3IIIac Pk 20.4W 1000 408 4000 K B K III ?I' III a ii�:IPA. 20.4W 1000 407 Example: WS-W82522-40-BK For custom requests please contact customs@modernforms.com Page 95 of 128 'I 711A1f1 �P/ti/11 N (/ II + II /Nr� I 9AIN �mi�uY� � 10 �' �� rr �I>i,/ ���,r� r� �� �1'� I��"p� U� ��,;.Ur� 1 I�I "°"'" '°""" """ "°° ""'° ��i/f"' ,,,,,,,, , riri li II`` irr rrra ,rtr rrrrrrii II�II A�ppr orrrrA pg L 0 If I If 4.... r, 0114 Light Fixture Cutsheets Job Name: FATPOUR TAP WORKS - MOUNT PROSPECT, IL Contact: KRISTIN.DRUM@cednationalaccounts.com, (562) 926-7202 Type: XST1 Catalog #: CEDNA-FP-XST1 Commercial E26 Medium base stringers are perfect for any outdoor patio or lighting display. Commercial grade stringers are weather resistant and designed for long term usage. Includes guy -wire loop for additional support for large spans or spaces. E26 base sockets are perfect for any standard LED or incandescent bulbs giving you the creative freedom for your lighting display. • Great decorative lighting product for patios, gazebos, building outlines, event tents, and retail walkways • Factory -molded, formulated PVC sockets on heavy-duty wire form a tight weather resistant seal around bulbs • Suitable for indoor and outdoor commercial applications 4. E26 Medium base decorative bulbs sold separately ( ) (D OUTDOOR RATED RoHS COMPLIANT LS SERIES QUICK SPECS SERIES LS-M INPUT VOLTAGE 120V AC WATTAGE 25W per socket MAX RUN 120OW CABLE TYPE 14AWG SJTW 2-Wire SOCKET TYPE E26 SOCKET SPACING 24" CUT INCREMENTS Field cuttable (Must be properly sealed) IP RATING IP64 - Wet Location Interconnected strings must be properly sealed and strain relief protected with electrical tape at each con nection point. For non -rated LS product, any cut ends must be sealed with LS-M/MS-END and/or electrical tape (ensure proper seal to preclude entrance of water). Keep lamps at least 4.9m/16ft away from pools and spas. `100ft Reel' Lead Wire: 82"L (2082mm) ---------------------------------------------------------------------------------------------------------------------------- 0 `330ft Reel' Lead Wire: 82"L (2082mm) ------------------------------------------------------------------ LS SERIES QUICK DIMENSIONS LS-M Socket Dimensions Non -Suspended E26 3.85"W (97mm) -------------------------------------- j--------------------------------------- 0 1.8"H (46mm) ------------------------ ------------------------------ 1.25"W (32mm) 1.6"W (40mm) `100ft Reel' Tail Wire: 8.5"L (216mm) ------------------------------------------------------------------------------------------------------ 0 � `330ft Reel' Tail Wire: 8.5"L (216mm) LS-MNS Socket Dimensions Non -Suspended E26 3.85"W (97mm) ------------------------------------------------------------------------------ 1.85"H (47m m) -------------------------- 1.18"W (30mm) 1.65"W (42 m m) Socket Dimensions Suspended E26 2.12"W (54mm) ---------------------------- ------------ 1.7 (----------- 4l 2 . ----------- I(------------ ---------- ----------- 5 1.3"W (33mm) ------ 5H m) 3H 3m.5H (3m) 2H m) age 96 of 128 LS SERIES ORDERING INFORMATION ITEM NUMBER VOLTAGE LENGTH SOCKET TYPE SPACING COLOR MAX RUN IP RATING LS-M-24-100-BK 120V AC 100ft (30m) Non -Suspended E26 24" Black 25W/Socket / 120OW Interconnected IP64 LS-M-24-BK 120V AC 330ft (101m) Non -Suspended E26 24" Black 25W/Socket / 120OW Interconnected IP64 LS-MNS-24-100-BK 120V AC 100ft (30m) Non -Suspended E26 24" Black 25W/Socket / 120OW Interconnected IP64 LS-MNS-24-BK 120V AC 330ft (101m) Non -Suspended E26 24" Black 25W/Socket / 120OW Interconnected IP64 LS-MS-24-100-BK 120V AC 100ft (30m) Suspended E26 24" Black 25W/Socket / 120OW Interconnected IP64 LS-MS-24-BK 120V AC 330ft (101m) Suspended E26 24" Black 25W/Socket / 120OW Interconnected IP64 100Ft reels Include: (1) 100ft length of commercial grade light string with 120V plug and terminated end 330Ft bulk reels Include: (1) 330ft length of commercial grade light string with bare wire lead and bare wire tail LS ACCESSORIES ITEM NUMBER DESCRIPTION LS-SHADE-CLAS-7 25 Shades for LS2-MS & LS2-MNS Light String, 1.77in H x 7.44in Dia. Black Finish Exterior, White Finish Interior LS-SHADE-CLAS-7 LS-SHADE-DLX 6 LS-SHADE-DLX 6 25 Shades for LS2-MS & LS2-MNS Light String, 1.77in H x 6in Dia. Black Finish Exterior, White Finish Interior LS-M/MS-END Black plastic end cap COMPATIBLE LAMPS Pro Decorative Series, Standard S14s , LS-CABLE-60 60ft Catenary Cable Kit LS-CABLE-110 110ft Catenary Cable Kit LS-M/MS-END COMPATIBLE LAMPS LS-CABLE-60 LS-CABLE-500 500ft Catenary Cable Bulk Reel Includes LS-CABLE-110 LS-LOCK-4 (4) Heavy duty cable locks for 1/8" catenary cable o LS-TT Tensioning Tool Catenary Cable Kit Includes: (1)1/8" diameter catenary/guide cable for light string installation, (2) Heavy duty cable locks, and (1) Cable release key LS-CABLE-500 LS-LOCK-4 LS-TT ADDITIONAL INFORMATION SUSPENDING LIGHT STRINGS: Light sockets must be suspended so that bulbs are facing down only. DO NOT MOUNTTHE LIGHT STRINGS WITH SOCKETS FACING UPWARD! 1. Light string must be securely attached to a support structure at each end of each span. The maximum unsupported span distance for 48' Cord & Plug Light String is 20 feet (10 sockets). 2. Secure light string to supporting hardware (eyebolts, brackets, etc., not provided) using cable ties (not included). See Figure 1. 3. Ensure any cut ends are properly sealed to preclude the entrance of water. 4. For spans exceeding 20 feet, use properly rated cable support system and cable ties (neither are provided with the light string) and follow local codes for suspended cables and loads. See www.americanlighting.com for steel cable support systems, if needed. FIGURE 1 Supporting hardware (sold separately) Structural support Page 97 of 128 LIMITED PRODUCT WARRANTY Our products are warranted to be free from defects in material and workmanship for the warranty period listed. Warranty periods begin from the date of shipment from American Lighting Inc's warehouse to the original purchaser. Products that prove to be defective during their specific warranty period will be either repaired or replaced, at the sole discretion of American Lighting Inc. Claims for defective products must be submitted in writing to American Lighting Inc's RGA Department within the warranty period. Upon approval of such return, American Lighting Inc reserves the right to inspect the product for misuse or abuse. Claims for indirect or consequential damages or for product that, in American Lighting Inc's opinion, has been misused will be denied. This is a warranty of product reliability only and not a warranty of merchantability or fitness for a particular purpose. American Lighting Inc shall have no liability whatsoever in any event for payment of incidental or consequential damages, including, without limitations, installation costs and/or damages for personal injury and/or property. These products may represent a possible shock or fire hazard if improperly installed or altered in any way. This warranty does not apply to any product that has not been properly installed in accordance with current local codes and/or the National Electrical Code. Products that require a transformer, driver, or power supply must be used in conjunction with American Lighting Inc's recommended power supply to ensure safety and retain product warranty. PRODUCT SPECIFICATIONS For the latest product information, updates, instructions and details concerning specifications, colors, finishes, performance, installation and design, visit www.americanlighting.com. Color may vary from the color printed herein due to limitations in photographic and printing processes. American Lighting Inc. reserves the right to change product specifications without notice. Other product specifications such as color temperature, wavelength characteristics and lumen output are subject to production limitations and may vary. LED technology is changing rapidly, and not all color temperatures and performance levels can be duplicated at a later time. Best practices include purchasing 10-15% more for a particular project on the same initial order where white LED color temperatures must be maintained over project and product life. Eventual product replacement should be considered at layout and design stages. Best practices also include testing connections and product performance prior to mounting and/or installing. AVERAGE LIFE Average incandescent lamp life, rated life and average life are terms used to describe the number of hours at which half of the lamps have failed. For LEDs, the hours of rated life specify the point where 70% of original lumen output is reached. Below this point, the effective life is over, however, the LED may still emit light. Individual results may vary with actual environmental conditions including, but not limited to, proper installation, ambient temperature and/or input voltage fluctuations. Page 98 of 128 Features • SMD LED powered by on -board driver for 120V AC use in medium base (E26) sockets • Nickel base resists corrosion • Available in transparent and opaque lenses • Dimmable with most CL or TRIAC dimmers* • IP65 rated for wet location use • cULus Listed for indoor/outdoor use • Sold in boxes of 25 and cases of 200 Available CCT 2400K 2700K Dimming Options • CL (10-100%*) • TRIAC (10-100%*) Listing / Ratings C (9) us (9) LISTED RoHS COMPLIANT 11 9" 00aWCNOE Spherical LED G50 (50mm diameter) lamps for direct replacement of 10W incandescent versions, saving 86% in running costs. Technical Information Series ................................................................................................................................................ Base ................................................................................................................................................ Input Voltage ................................................................................................................................................ CCT ................................................................................................................................................ Wattage Lumens ................................................................................................................................................ IP Rating ........ ......... ......... ......... Dimmable ........ ......... ......... ......... Rating Rated Life *Kinkrnu.air'n heads w llll applly Ordering Information PG50-E26-UWW Transparent / Ultra Warm White (2400K) / 30Lm .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. PG50-E26-WW Transparent / Warm White (2700K) / 36Lm Page 99 of 128 'I 711A1f1 �P/ti/11 N (/ II + II /Nr� I 9AIN ����. IN A �' �� r„ ��>i,/ o�,r� r� �� �1'� I��"p�U� ��,;.Ur� "°"'"'°""" """ "°° ""'° ��I``riri li II`` irr rrra ,rtr rrrrrrii II�II A�ppr orrrrA pg L 0 If I If 4.... r, 0114 Light Fixture Cutsheets Job Name: FATPOUR TAP WORKS - MOUNT PROSPECT, IL Contact: KRISTIN.DRUM@cednationalaccounts.com, (562) 926-7202 Type: XWP Catalog #: CEDNA-FP-XWP ... ,r/% �„,,,�Jf! i ✓� i ,.iii%i ,,,,,, /Oil r///// r %/% U ' a ET ( OMIC LL c COLD lW ,rr l astirrl .� � ultra bright, White l , 1s. .0 vitatts (2 l s x elm trill) per unit. -b ( �. Mirror -bright lrrrplrl rr�llr�r�lrr �� �� rlrr" lrr�wl �� wrlrmrn relrarrlrrr Can be used rs a Nc)rmallONr r rmrrrrrr ll lr�rrrrlrrrrlrrr as wefi rr'rr o, n a Switched circuit. 1 l r l of" 1286 lur rrra in A(",,. mode art 350 l rarer in DCl m()de. Charge rate )oi er° 1,1:1'1) im,licaf rr 1lghl aria rtr r-Io-,tesl 0 switch r for" rriand to (,, ,odc,r c31,orrr li ri tr°I,I151i r 4.8V long fir m, rr airiten rrcrr-fte, rechargeable eable ll lbatter m Internal ssrr r ta�te tran .rrr switch � utornath la connects the internal al ralterl lrr l ED boc,lrd lbr minirrium 90,rr rrlut emeagenqy illrrrrrlrrrrllrrrr. 1 Lrl r r.rlornath „!rrrlid� �stahr, two rate r:�hagjr�r irrlllr h:,. l ath,rr ly ar m. m emu,. ��m � ,� ����„ �� m�� ,�,� �� ....:'� '�" �m�m�. �TMw, m�". ...�'� �� ��m,� " ." " .:'.��W ... �,"'� gl r r rlr r�l� an rrra lr@tt r rrr hours. r� rrra rrra lr.r rrr��.rrr Se diagrrorrllrr fbatum rr r..rrr s r orrl. l , il­onrru 1, and annual tests to erisure reliable operation ration arid meets electrical and lift., rrr arty codes. rrrlrr rill control s rr rrr, included as standard for, tree as du, r ­,r rr 1rrrr lur lrrr lr . lrrl rr rrrrlrrlrlrrwiring allomisfor'AC r pe r tion r l rrll to e controlled sin a ­,rr rlcr, p rrr oce or rrl er switching rnec rani.rrrr. 1rl r al kriockoi,d pattern on back,plate for r wall rrrrrrt 0 °lirr�rade(J r�)pr�ri rrg at the lrr r of" the rrnclrrsure Etta c riduit mount. nt. • Decorative, rr1r rrr r rr, r rrr Die ­,cast alurrrlrrum housing an (lark r ronze llrrl h., MT"*Tk .- r tk)na lr�terrial heater, f r, e . 1� .rrrrrre (-Jold lerrrprrralurr ap llrr,rrllr rrrr �30'(1.........., 50 ' l3 mm l rll l r to � `C rrra er, 7i le r Re ulr llrmrrrr�r • r e year, Warra1. r r.r all el ctrorrrr� s and housing. Batter, prorated for,five serer. • Meets Ul 924Y NFFA 10 1 L #6 Safbt"yCode, NE lam, , S[� I Y 1, o(,,al and State (",',."odes. • 1 l l .lmste rrrr' Irrrrl. locations 0 ".......... lm 00 l . 7 ly Y1 Sample Part Number: DBEL-ACEM-HL-BR-SDT-PC MODEL HOUSING COLOR STANDARD FEATURE STANDARD FEATURE I OPTIONS L)BE1,,,,.m,,,. ;;;;;; mm„1,,,,,ll,,,,. W White SE Self DiaA li I Photocell Serer C W Cold Weather ;;; Black k EC Ceilified to TITI,,,,.E BR L)ark Bronze e Nickel Dnnn 1 nn ,f 128 Project: Type: Catalog #: CATALOG NUMBER INPUT WATTS (W) INPUT AMPS (A) DBEL-ACEM-HL SDT 2.5 0.04 DBEL-ACEM-HL SDT CW 2.8 0.026 NORMALLY ON Unit ON at all times. , ='mT a PC6A R 711 ou`� 12 2 ` TVA Slupply �0'0 plot, HOT — ----- PHOTO SENSOR Unit ON when there is not enough ambient light, will automati- cally switch to emergency mode during a power outage. PCBA, MISIZE111=11 VEM111=111 Orzirt,ge f 1 2i),-271VAC) Red (120-27TVAC, � Suppty C'003, HOT NORMALLY OFF Unit ON only in emergency mode. PCBA El ME )�,.vtiipor Coinerzu)yr lo Aypa�s Photo IS ovxkr oil' Cap, c'M olsiriq wr q r E" I oh�iir Supply H GT QIAIITr W P n Controlled operation in AC mode; will automatically switch to emergency mode during a power outage. . C hi—, .............................................................................................................................................................................................................................................................. .. 11 k=A- El F. . . .. .. . ....... PCBA 'El �El 111- ....................................................................................................................................................................................................... . . '14,11 n I it (,kj 10"'n On, lz)t I 1 ay(jass P"I'lato Sem's"cir I� WhIle� Jnmdral) (,)avigo ('QQVIVAC� Supply HOT minkaAire. lirin g Ill iII IP a irne, F7 6-CLJpg Simple -44"Ceiling Fan I@ F786-CL Bond Compatible UPC Ode: 706411060731 Collection: Simple �llllllllllll�uiiiuu�uu�m�����um� Category: EXTERIOR FAN Me�,,1�1 �at���l�, Product Type: Ceiling Fan Energy Star Descriptive Finish 1: Coal ETL Certificate: 4009339 Wet Location C T Ius int rtel ETL Listed MEASUREMENTS LAMPING SHIPPING Length: 44 LED: No Cartons Per Unit: 1 Width: 44 Bulb Included: No Case Pack: 1 Height: 12.75 Light Kit Compatible: Yes Ship Length: 22.75 Product Weight: 9.26 Light Kit Included: No Ship Width: 8.63 Ceiling to Blade: 11.25 CUSTOM 15W LED LIGHT Ship Height: 9.0 Light Kit Adapter: KIT AVAILABLE (sold Ceiling to Lowest Point: 12.75 seperately) Ship Weight: 11.0 Downrod Included: Yes Ship Volume: 1.023 Downrod Length 1: 6.0 CONTROLS Small Parcel: Yes Downrod Width 1: 0.75 Wire Length: 8" (EXTENDING WIRES Pull Chain Control: No 1811+24„) Remote Included: Yes Blade Material: ABS Remote Control SKU: RC400 Slope: Yes Wall Control Included: No Reversible Rotation: Yes Compatible Wall Controls: WC400 Number of Blades: 3 Integrated Smart Control: No Blade Pitch: 26 DEGREES Compatible Smart Control: BD-1000 Blade Sweep: 44 Reversible Blades: No Motor Size: DC 123 x 30 MM Motor Type: DC Low L/M Medium M/H High RPM 51 196 Amps 0.06 Watts 3.89 0.59 48.06 CFM 1615.0 CFM/Watts 415.17 5323.0 110.76 0 WARNING: Handling this product can expose you to chemicals including lead, which is known to the State of California to cause cancer and birth defects or other reproductive harm. Wash hands with soap and water after installing, handling, cleaning or otherwise touching this product. For more information go to: www.P65Warnings.ca.gov. For additional information, please contact Customer Care: 1-800-221-7977 1 Product depicted on this spec sheet is protected by United States Federal and/or State laws including US Patent, Trademark and/or Copyright and unfair competition laws. Unauthorized reproduction or use carries severe legal penalties. Page 102 of 128 Stormwater Management Report for Fatpour Tap Works 200 S. Main Street Mt. Prospect, Illinois JHA Project No. H710 December 19, 2025 Prepared By: Jacob and Hefner Associates, Inc. 1333 Butterfield Road, Suite 300 Downers Grove, Illinois 60515 Prepared For: Aria Group 830 North Blvd Oak Park, Illinois 60301 01 12/19/2025 Engineer Date Jason A. Cebulski Illinois Registration No. 062-069783 Expires 11/30/2027 'NZ JASO A., CMMI 0,62,6,9783, kbw OB "HE N ER C S 1333 Butterfield Road, "B & HEFNER 46[AIC Downers Grove., IL 60515 « 0' 1••0 Table of Contents ➢ Project Narrative o Stormwater Management Summary ➢ Project Maps o Location Map o Aerial Map o FEMA Firm Map o National Wetlands Inventory Map o Hydrologic Soil Group Map ➢ Stormwater Detention Calculations o Existing Drainage Exhibit — EDP o Proposed Drainage Exhibit — PDP o Composite Runoff Curve Number Calculations o Detention Sizing Hydrographs ➢ Storm Sewer Sizing Calculations o Storm Sewer Tributary Area Exhibit— ST-1 o Runoff Coefficient Calculations o IO-Year Inlet Capacity Calculations 0 10-Year Storm Sewer Sizing Calculations Page 104 of 128 Uatpour Tap 1 200 Prospect, o Project Description On behalf of our client, Aria Group, Jacob and Hefner Associates (JHA) is proposing site improvements at an existing vacant parcel of land located at 200 S. Main Street, , in Mt. Prospect, Illinois. The project consists of the construction of a new restaurant at the subject location. Construction activities include the installation of new car parking areas, patios, underground utilities, stormwater management facilities, and all associated erosion control measures. Existing Conditions In the existing conditions, the site is currently vacant. Stormwater generally flows north and east into an existing combined storm sewer system under S . Main Street.. Proposed Conditions The site will be developed with a new restaurant with new parking areas. Runoff from the proposed development will be collected via a new interior storm sewer system and conveyed to the proposed detention ponds. To address the stormwater management requirements of the Cook County Watershed Management Ordinance (WMO), the proposed storm sewer system will be constructed to convey the 100-year runoff from the proposed improvements. Runoff from the proposed site will be directed to a proposed detention pond north of the proposed building. The pond will be sized to contain the volume necessary to maintain a specific runoff release rate for the site. Per The the maximum release rate required for the site is 0.20 cfs per acre. An exhibit has been included showing the proposed tributary areas and Drainage Plan. The detention pond outfall connects to an existing combined sewer that is tributary to the Metropolitan Water Reclamation District of Chicago's facilities. Additionally, a stormwater management summary table for the proposed drainage improvements has been provided on the following page and is supported by the calculations and exhibits contained in this report. Page 105 of 128 .t Fatpour Tap Works ® Aria Group 200 S Main St — Mt. Prospect, Illinois 400 Stormwater Management Summary Pond Tributary Drainage Area: 0.40 Acres Proposed Site Impervious Area: 0.31 Acres (CN=98) Proposed Site Pervious Area: 0.09 Acres (CN=80) Composite Runoff Curve Number: 94 Release Rate Summary: Des Plaines Release Rate: 0.20 cfs/ac Allowable Release Rate: 0.08 cfs Actual Release Rate (1-3/8" Restrictor g I=669.25): 0.08 cfs Detention Summary Required Detention g Actual Release Rate: 7,207 cf Provided Detention g HWL 652.50: 7,575 cf Page 106 of 128 Uatpour Tap Works — Aria Group 200 S Main St — Mt. Prospect, Illinois Project Maps ➢ Location Map ➢ Aerial Map ➢ FEMA Firm Map ➢ Wetlands Map ➢ Hydrologic Soil Group Map -4- Page 107 of 128 Fatpour Tap Works ® Aria Group 200 S Main St — Mt. Prospect, Illinois 400 Location Map 41! 4J� �. 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Prospect, Illinois Stormwater Detention Calculations ➢ Existing Drainage Exhibit — EDP ➢ Proposed Drainage Exhibit — PDP ➢ MWRD Calculators ➢ Composite Runoff Curve Number Calculations ➢ Detention Sizing Hydrographs 7- Page 111 of 128 1 COMPOSITE RUNOFF CURVE NUMBER (CN) PROJECT: Fatoour Taa Works LOCATION: 200 S Main Street TYPE OF AREA (SELECT WITH DROP -DOWN) X DETAINED AREA UNRESTRICTED AREA UPSTREAM AREA CONDITION (SELECT WITH DROP -DOWN) PROPOSED CONDITION RUNOFF CURVE NUMBER PERMIT NUMBER: DATE: 12/19/2025 MAJOR STORMWATER SYSTEM OTHER: EXISTING CONDITION Surface Description Hydrologic Soil Group (HSG) CN Area (acres) Product (CN)(Area) Pervious D 80 0.09 7.20 Impervious D 98 0.31 30.38 TOTALS: 0.40 37.58 COMPOSITE RUNOFF CURVE NUMBER Total Product 37.58 Composite CN = _ 4 Composite CN = 93.95 Total Area 0.40 4/7/Zo22 Page 114 of 128 Hydraflow Table of Contents H710 Hydrographs.gpw Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 Thursday, 12 / 18 / 2025 Watershed Model Schematic...................................................................................... 1 100 - Year HydrographReports................................................................................................................... 2 Hydrograph No. 1, SCS Runoff, SITE...................................................................................... 2 Hydrograph No. 2, Reservoir, Pond Outfall.............................................................................. 3 Pond Report - Site Det. Ponds............................................................................................ 4 Page 115 of 128 Watershed Model Schematic Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 1 CD Project: H710 Hydrographs.gpw Thursday, 12 / 18 / 2025 Hydrograph Report 2 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 Hyd. No. 1 SITE Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.400 ac Basin Slope = 0.0 % Tc method = User Total precip. = 8.57 in Storm duration = 24.00 hrs SITE Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Thursday, 12 / 18 / 2025 = 0.383 cfs = 936 m i n = 11,933 cuft = 95 = 0 ft = 10.00 min = Huff-3rd = 484 Page 117 of 128 I Ln Aydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 Thursday, 12 / 18 / 2025 Hyd. No. 2 Pond Outfall Hydrograph type = Reservoir Peak discharge = 0.085 cfs Storm frequency = 100 yrs Time to peak = 1300 min Time interval = 2 min Hyd. volume = 11)919 cuft Inflow hyd. No. = 1 -SITE Max. Elevation = 703.60 ft Reservoir name = Site Det. Ponds Max. Storage = 7,207 cuft Storage Indication method used. Q (Cfs) Pond Outfall Hyd. No. 2 -- 100 Year Q (Cfs) U.Z)U 0.50 0.45 0.45 - 0.40 - 0.40 0.35 - 0.35 0.30 - 0.30 0.25 0.25 - 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 nnn 000 0 480 Hyd No. 2 960 1440 1920 2400 2880 3360 3840 Hyd No. 1 1 1 1 1Total storage used = 7,207 cuft 4320 Time (min) Page 118 of 128 Pond Repoft 4 Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 Thursday, 12 / 18 / 2025 Pond No. 1 - Site Det. Ponds Pond Data Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 699.25 ft Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft) 0.00 699.25 15200 0 0 1.40 700.65 1,200 1,680 1,680 1.50 700.75 1,200 120 1,800 2.50 701.75 1,500 1,350 3,150 3.00 702.25 1,800 825 3,975 4.50 703.75 3,000 3,600 7,575 Culvert / Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise (in) = 1.25 0.00 0.00 0.00 Crest Len (ft) = 0.00 0.00 0.00 0.00 Span (in) = 1.25 0.00 0.00 0.00 Crest Ell. (ft) = 0.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert Ell. (ft) = 699.25 0.00 0.00 0.00 Weir Type = --- --- --- --- Length (ft) = 0.00 0.00 0.00 0.00 Multi -Stage = No No No No Slope (%) = 0.00 0.00 0.00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Contour) Multi -Stage = n/a No No No TW Elev. (ft) = 0.00 Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s). Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 699.25 0.00 --- --- --- --- --- --- --- --- --- 0.000 1.40 100 700.65 0.05 is --- --- --- --- --- --- --- --- --- 0.048 1.50 1,800 700.75 0.05 is --- --- --- --- --- --- --- --- --- 0.049 2.50 37150 701.75 0.06 is --- --- --- --- --- --- --- --- --- 0.064 3.00 37975 702.25 0.07 is --- --- --- --- --- --- --- --- --- 0.070 4.50 77575 703.75 0.09 is --- --- --- --- --- --- --- --- --- 0.087 Page 119 of 128 Uatpour Tap Works — Aria Group 200 S Main St — Mt. Prospect, Illinois Storm Sewer Sizing Calculations ➢ Storm Sewer Tributary Area Exhibit — ST- I ➢ Runoff Coefficient Calculations ➢ I O-Year Inlet Capacity Calculations ➢ 10-Year Storm Sewer Sizing Calculations Page 120 of 128 4 -> I-> -> I-> J "B & HEFNER ACkj 1333 Butterfiel.d Road, Stuite 300 Downers Grove, IL 60515, P, 630-652-4600 F 630-652-4601 Runoff Coefficient (RC) Calculations Project: Fatpour Tap Works Location: Mt. Prospect, IL Project #: H710 PROPOSED STORM SEWER SYSTEM Sub Basin Ai AP AT RC (Acre) (Acre) (Acre) RG1 0.02 0.00 0.02 0.95 RG2 0.04 0.00 0.04 0.95 18 0.03 0.00 0.03 0.95 C133 0.00 0.02 0.02 0.45 C135 0.00 0.04 0.04 0.45 C137 0.00 0.01 0.01 0.45 C138 0.00 0.01 0.01 0.45 C139 0.00 0.01 0.01 0.45 RD10 0.10 0.00 0.10 0.95 RD2 0.10 0.00 0.10 0.95 Notes 1) Impervious Runoff Coefficient = 0.95 2) Pervious Runoff Coefficient = 0.45 3) Permeable Paver Runoff Coefficient = 0.75 By: KJC Date: 1211912025 Checked: JAC Date: 1211912025 AT= Total Area Ap = Pervious Area I = Inlet CB = Catch Basin RG = Riser Grate RD =Roof Drain Page 122 of 128 LO LO N N O O N N O) 6) N N co N 0 m r) c (9 a- LL LL J J O M GO V LL LL (n O aD 00 a) N d z z C E� �o 0 io a C'7 a Lq O M L M � � o a c coC6 T - (. U O O O � O 0 a) 2 Q CY) Q a� m c c o c O N . 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