Village Board

Agenda Village of Glen Ellyn Village Board Workshop Meeting Monday, April 20, 2026 7:00 PM Glen Ellyn Civic Center, Room 301 Meeting Procedures Statement Visitors are most welcome to attend all meetings of the Village Board and can find copies of the Agenda in the meeting room or online at www.glenellyn.org prior to the meeting. Any individual with a disability requiring a reasonable accommodation in order to participate in a meeting should contact The Village of Glen Ellyn ADA Coordinator, 630-469-5000, at least five (5) business days in advance of the next scheduled meeting. All matters on the Agenda may be discussed, amended, and acted upon. A. Call to Order B. Pledge of Allegiance C. Roll Call D. Audience Participation 1) Open: Members of the public are welcome to speak to any item not specifically listed on tonight's agenda for up to (3) three minutes. For those items which are on tonight's agenda, the public will have the opportunity to comment when the item is discussed. Please complete the Audience Participation form and turn it in to the Village Clerk. It is requested that one spokesperson for a group be appointed to provide comment for the entire group. When recognized, please step to the microphone and state your name and provide your comment. Individuals wishing to address the Board shall exercise proper decorum and respect for the proceedings and the business of the Village Board, and shall refrain from abusive demeanor and language. The practice of ceding time to other speakers shall be prohibited, except in the discretion of the presiding officer of the meeting. Public officials are not obligated to respond to questions. E. Presentation 1) Reno Center Space Needs Assessment Presentation (Public Works Director Hubsky) F. Reminders 1) Village Board Meeting Monday, April 27, 2026 G. Adjourn Civility Pledge - In the interest of civility, I pledge to promote civility by listening, being respectful of others, acknowledging that we are striving to support and improve our community, and understanding that we each may have different ideas for achieving that objective. Page 1 of 44  Glen Ellyn Village Board Meeting 4/20/2026 7:00 PM 535 Duane Street Department: Administration Glen Ellyn, IL 60137 Department Head: John Hubsky Category: Presentation Prepared By: AGENDA ITEM (ID DOC ID: 2026-305 # 2026-305) Reno Center Space Needs Assessment Presentation (Public Works Director Hubsky) Statement of the Issue: The Village Board approved a space needs analysis of the Public Works Reno Center building and campus in June 2025. This was the next step after a building assessment was performed in 2024 and is part of the ongoing efforts to develop and expand upon a facilities capital plan for Village buildings. This presentation provides a brief history of the Reno Center, a summary of the scope for the space needs project, and a summary of the findings by the consultant. Analysis: The Reno Center was built in the late 1970s and went into service around 1980. The facility is ~36,000 ft2 in size and is situated ~4.33 acres, with almost 1 acre of that area dedicated to the drinking water system — reservoir, pump station, pressure adjusting station, and metering station. Those drinking water assets are not included in this study but are part of a hydraulic modeling and capital planning effort. There are forty-one (41) full-time (FT) staff with the majority working at Reno, plus varying levels of part-time and seasonal staff throughout the year. The building is the base for the operations divisions of Forestry, Streets, and Utilities, along with Engineering, Equipment Services, Administrative, and custodial staff. The Facilities division (3 FT) currently works primarily out of the Civic Center, with that group incorporating into the Public Works hierarchy in July 2024. There are approximately 120 pieces of equipment associated with the Reno Center, which includes large dump trucks, pickup trucks, street sweepers, aerial lift trucks, trailers, and specialized vehicles, as well as various other smaller pieces of equipment and small vehicles. The property is also used for storage of various construction materials such as gravel, asphalt patch, spoils, wood chips, logs and salt. The salt storage is seasonal in the bins at the north end of the building and the space is utilized for other materials in warm seasons. A fuel station is located in the northwest section of the property in what is the lower-level parking lot and is utilized by all Village Departments (except the Village Links), the Volunteer Fire Company and the Park District. A previous Space Needs Study for the Reno Center was performed in 1994 when Water Division staff moved into the facility. Operations staff were all moved down to the lower level, reducing the amount of indoor workshop space with remodeling of the upper level to accommodate management-level staffers. There were no changes to the vehicle storage area with the 1990s renovation that added more equipment to an area that was already insufficient and has many Page 2 of 44 operational deficiencies. A remodeling effort was explored in the early 2020s for the upper level, including building security, reorganizing desk space to provide sufficient work areas for staff, and re-imagining the flow and room layouts to provide multiple flex spaces to maximize usability. As that effort moved forward, some key items like HVAC, electrical, and fire suppression were identified as needing work or near- term replacement, so staff initiated an assessment of the building through a consultant. A Facility Condition Assessment (FCA) of the Reno Center was completed by an outside consulting firm in early 2025. The intent of the FCA was to identify the current condition of the building’s mechanical, electrical, plumbing and structural (MEPS) components, and to formulate a maintenance and MEPS replacement plan and schedule. That ten-year capital plan identified costs of $4 million dollars just to maintain the building through annual maintenance and planned equipment replacements. The costs of the proposed remodel project and the results of the facility assessment highlighted the need for a Space Needs Analysis (SNA), to develop a comprehensive plan for the Public Works campus. The scope of work would assess current space utilization, identify future requirements, provide potential cost-saving opportunities, and develop a detailed space plan with recommendations for reconfiguration within the same footprint, expansion at the existing location, or potential relocation to a new site. All three options will include cost estimates and implementation timelines for review and assisting with decision-making. Kluber was awarded the project with work beginning in the fall of 2025 and the report finalized in April. The following is a summary of the findings, with details and expanded information available in the supplemental attachments for this presentation. Operational Need & Program Size The Space Needs Study concludes that Public Works requires approximately 110,000 SF of enclosed space through the year 2048, accommodating all staff, future growth, and the majority of the fleet undercover. Key programmed areas include Fleet Garage (≈58,588 SF), Fleet Maintenance & Wash Bay (≈16,023 SF), Administration (≈7,771 SF), Shops (≈7,198 SF), and Employee Support (≈10,751 SF), plus a garage mezzanine (≈7,200 SF). Currently, the PW building is roughly 36,000 SF. If the building's footprint was expanded, this would limit the amount of outdoor campus space and exacerbate site constraints, outlined below, affecting operational performance. Existing Site & Floodplain Constraints The Base Flood Elevation (BFE) at the Reno Center site is 754.5’ (USGS - United States Geological Survey). The building’s lower-level floor elevation is ~754.9’ (only 4–5 inches above BFE). The DuPage County Stormwater & Floodplain Ordinance requires the lowest floor to be at least 1 foot above BFE (≥755.5’) for new construction or substantial improvements; otherwise, flood proofing at or below Flood Protection Elevation is required with professional certification. Since 1992, “substantial improvement” costs aggregate toward a 50% fair market/CRN threshold. With a Cost of Reproduction New (CRN) for the Reno Center of $6,928,000 (50% = $3,464,000), and $1,682,000 already invested since 1992, only ≈$1,782,000 in additional substantial improvements remain permissible—far short of what expansion would require. This dollar amount can also be triggered through simple maintenance and upkeep of the building without remodeling or expansion. The facility assessment identified a $4 million dollar cost over the next 10 years to maintain the Page 3 of 44 building and, at some point in the relatively near term, the cap for substantial improvements will be exceeded. Expansion of the existing footprint would also require a 1.5:1 mitigation for any impacted wetlands or floodplain containing what can be done on the current site. Proposed Solution With the existing building condition and site constraints severely limited on the current campus, the proposed solution is a new building. Open and/or available land within Glen Ellyn that is large enough to incorporate the proposed building (~110,00 SF) and campus (10–11 acres) is very limited. Staff and the consultant were able to identify a potential location, which is the wooded area just to the south between the current campus and the Village Green park. When the Reno Center was constructed, that area was open land and over the years has been utilized in various ways and now includes some primitive walking paths available to the public. Budget Impact: On the low end, if no improvements or enhancements were made to the building and campus, costs would be in the range of $4 million to simply maintain the building as is, based on the condition assessment. On the high end, costs for a new building as proposed in the location to the south would be $44–48 million. Construction costs are in 2028 dollars and a 4% escalation can be applied for each year past 2028 for a start date. Any efforts to improve or expand the existing building or footprint would fall in between those two extremes but would be very limited by the $1.8 million cap related to stormwater requirements. With a new building, there would be very minimal impact on operations. When a remodel or expansion is undertaken, there are additional costs to temporarily rehome staff and equipment. There may be some ability to relocate some staff members and office equipment to an area like the Civic Center gym, but very few opportunities to find a space for the vehicles and materials stored on the campus, with or without cover. An additional benefit, while hard to monetize, could be that the current Reno Center is utilized as a temporary home for the Volunteer Fire Company equipment and personnel, as both of those stations are being assessed for similar needs and long-term decisions on improvements. Lots of variables, including timing, would have to align for an aspect like this to materialize, but that is another group whose equipment greatly limits options available to temporarily store or operate out of. There is not a current funding source dedicated to a new building or improvements, but the information from the assessment and space needs projects were needed to help provide the Board with the necessary information to make informed decisions about how best to proceed for the Village. Contribution to Strategic Plan Strategic Priority: Infrastructure; Initiative: Facility Improvements Strategic Priority: Workforce and Operations; Initiative: Attract and retain an innovative, high- performing and diverse workforce and evaluate and implement changes to the Village's work environment to make the Village an employer of choice and ensure adequate staffing to meet service demands Action Requested: Staff is requesting direction from the Board on what next steps to take after reviewing and discussing this information. Page 4 of 44 Attachments: 1. 1625 - Glen Ellyn Space Needs - FINAL 2. 1625 - Ltr - Initial Findings Page 5 of 44 SPACE NEEDS STUDY - FINAL Public Works Space Needs Study SUBMITTED TO: VILLAGE OF GLEN ELLYN PUBLIC WORKS 535 Duane Street Glen Ellyn, Illinois 60137 1 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 6 of 44 Index Cover Letter 3 EXECUTIVE SUMMARY 4 SPACE NEEDS ASSESSMENT 8 PRELIMINARY SITE PLAN 18 PRELIMINARY SPACE PLANS 20 PRELIMINARY OPINION OF PROBABLE COSTS 26 APPENDICES Initial Findings Letter 30 Wetland Delineation Report 38 2 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 7 of 44  Space Needs This document is the collective result of meetings with Division leaders and select staff to discuss the physical April 15, 2026 space needs of the 20-year space needs for the building project. The document identifies the different types of spaces needed, sizes, quantities, and descriptions for each group. Mr. John Hubsky Director of Public Works Site Development Plan Village of Glen Ellyn We have created a site concept plan for the proposed Public Works Building site. The provided image includes 535 Duane Street information on the various objectives and issues associated with development of the proposed site. Glen Ellyn, Illinois 60137 Preliminary Space Plans Re: Village of Glen Ellyn Public Works Department Space Needs These plans reflect the programmed spaces identified in the Space Needs section and are arranged to show Space Needs Study Deliverable relative space sizes and adjacencies proposed. Kluber Project No. 1625 Preliminary Opinion of Probable Cost The Kluber team has enjoyed the opportunity to work with the representatives from the Village of Glen Ellyn for The provided costs align with the proposed plans presented in this study. Costs are intended to reflect 2028 the space needs and concept development of the Public Works facility. The design solution includes pricing. For construction performed in subsequent years, costs should be incremented at a rate of 4% per year. programmatic information that considers future employee projections and existing and future fleet and apparatus quantity. The solution incorporates all fleet and apparatus under one roof and accommodates Next Steps: additional fleet and apparatus projections through 2048 in the design solution as requested by the Village of Glen Ellyn team. Schematic Design Following the Space Needs Study, our team looks forward to proceeding, with the Village’s permission, into The analysis indicates a need for approximately 110,000 square feet of interior/enclosed space needed, Schematic Design. This phase includes the development of more detailed floor plans, selected interior including approximately 7,000 square feet of mezzanine. The solution incorporates all Public Works needs elevations, exterior elevations, site plans and three-dimensional imagery of the buildings’ exteriors. This identified during the data gathering process. information will include architectural, structural, mechanical, electrical, plumbing, and civil engineering portions of the project. The study document has been grouped into several sections as described below: Sincerely, Executive Summary A high-level summary of findings for this study including answers to common project design, implementation and cost questions can be found in this section. Clayton Haldeman, AIA, NCARB, LEED AP Project Manager chaldeman@kluberinc.com 3 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 8 of 44 Executive Summary Overview of the key issues and recommendations. 4 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 9 of 44 EXECUTIVE SUMMARY Overview 2. Will the proposed site accommodate the parking requirements for operations, staff and visitors? This Space Needs Assessment examines the space needs for the Village of Glen Ellyn Public Works Facility Yes. Kluber has worked closely with Public Works staff to identify parking requirements for staff personal located at Lambert Road, to adequately accommodate operations of these facilities over the next 20 years. The vehicles, visitors, Public Works vehicles, and potential overflow or impounded vehicles. We have data compiled during this study has been compared to the extensive Kluber Inc. public works project considered not only current needs but also future growth of public works staff over the next 20 years. experience database and other similar municipal agencies in northern Illinois. The results of the study show that approximately 110,000 square feet of enclosed building area is needed to accommodate all operations for 3. Will the proposed site be able to accommodate outdoor buildings such as a salt structure, Public Works through 2048 and take into account anticipated growth of both staff and fleet during that time materials storage bins, dry pads, a wash bay and a fueling station with room to navigate around period. those structures? Yes. The design solution for the proposed site can accommodate the outdoor building storage needs. We Key Project Questions are proposing to keep the arrangement of the site to a relatively narrow slice through the wooded area between the park district ball fields to the south and Lake Lambert to the north. The arrangement is Prior to executing a building project of this size, we have identified and addressed ten key questions that need extremely efficient for traffic flow and ability to maneuver vehicles around the wash bay, salt dome and to be considered, based upon our experience: materials storage bins. 1. Will the existing site be able to support the operational needs of the next 20 years? We are proposing nine (9) new, 16.5 foot x 28 foot deep x 12 feet high covered materials storage bins for No. The current 36,000 square foot Reno Center building and approximately 105,000 square feet of site stone, mulch, sand, etc. This will allow the existing storage bin areas to be removed from the existing area around the building are inadequate to meet current needs, much less the Public Works needs of the Public Works site. next 20 years. The proposed public works site will also accommodate two new spoils dry pads that will be constructed in Given the basic need for a facility of approximately 100,000 square feet of ground floor enclosed building accordance with IEPA requirements for “hot soils”. We are proposing two 36’ x 36’ pads. These pad areas square footage needed, the site acreage needed to arrange efficient yard space for storage, vehicle will be designed with concrete “push walls” that are 8 feet in height. These site components are being parking and maneuvering and stormwater detention would be approximately three-and-a-half to four times contemplated for the western edge of the proposed site. Creation of these pads will allow removal of that of the current useable site area. similar, but non-compliant facilities at the current Public Works site. Moreover, the current site Public Works area is partially within a flood plain, and the lowest level of the The proposed salt storage structure is a geodesic dome type structure with a 6,000 ton capacity. The entry existing Reno Center is not sufficiently elevated above the flood water elevation to protect the building from faces southeast, to protect the stored salt from prevailing winds and to prevent salt washout. being flooded in the future. This makes it impermissible, by ordinance, to have significant improvement dollars invested into the building. See Key Project Question 6 for additional information. We have also separated the wash bays from the main public works building as part of the strategy to keep the paved site area as narrow as possible but still allow adequate access and turning for vehicles entering and leaving the wash bays. 5 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 10 of 44 4. Can the proposed site accommodate stormwater management requirements associated with the 7. The proposed siting for the new Public Works facility significantly impacts existing natural areas proposed facility? currently available to the public for walking and picnicking. What can be done to mitigate the Yes. The proposed stormwater detention basin area depicted should be able to accommodate runoff from impact? the proposed impervious surfaces, assuming the depth of the basin is approximately 5 feet. The project approach would be a trade-off, which would involve returning the current Reno Center to a The basin is proposed to be located outside the flood plain to avoid compensatory floodwater capacity naturalized area, perhaps even going so far as to construct a small nature shelter on the reclaimed site. requirements. The basin is also located optimally, based on existing site contours and current overland The proposed concept also encourages the idea of improving and expanding existing nature trails and water flow. making modifications to lake Lambert to better manage floodwater and to compensate for some smaller wetlands that will be eliminated to make way for the new public works building. 5. Provided funding is available, how soon can construction begin? Construction could begin as early as 2028, after completion of design and construction documents. There may be grants available to offset some of the costs of the nature center and walking path improvements (which are currently dirt paths). The property has certain restrictions imposed upon it by LAWCON/OSLAD grant funding conditions. Based on our review of the information obtained, it appears that there are restrictions on development of the site 8. Would a new facility on a new site increase operational efficiency and lessen operational that may prohibit removing any portion of it from general availability to the public until 2029. However, we disruption during construction? recommend the Village seek legal counsel to interpret these requirements. Yes. This approach would have zero effect on daily operations. We would propose to build the new public That said, even if construction must be held until 2029, the Village could still proceed apace with arranging works facility while the current facility remains in full, unaffected operation. for funding and completing final design and construction documents in the interim. The current facility, however, due to limited vehicle and equipment storage, currently operates using the very inefficient process of “stacking” vehicles inside the current vehicle storage garage area. This is done 6. Did assessment of the existing building and site identify any significant concerns? to protect as many vehicles as possible from the elements, as these vehicles constitute a significant capital Yes. The primary concern is the existing building being less than one foot above the Base Flood Elevation investment to the Village. The current vehicle storage garage is approximately 12,000 square feet, level. As a direct result, the Village is prohibited by the DuPage County Stormwater & Floodplain whereas the identified need is for almost 60,000 square feet – nearly 5 times the space currently available. Ordinance from spending more than about $1.8M on further improvements to the existing Reno Center Public Works staff estimates as much as an hour in the mornings and an hour in the afternoons is spent Public Works building and site. See our Initial Findings Letter attached as an Appendix at the end of this each day jockeying vehicles within the current fleet garage. The proposed new fleet garage, with its three study document. drive-through aisles and angled pull-through parking spaces, would effectively eliminate the additional time needed to arrange vehicles in both mornings and afternoons. Because the space needs analysis has determined a need for the existing building to be expanded to approximately three times its current size, it is Kluber’s opinion that pursuing continued improvements to, or expansions of, the existing Reno Center building and site is not a feasible solution to the Public Works’ space needs. Upon completing and delivering the Initial findings letter to the Village, a brief meeting was held between Kluber, Public Works Staff and Village Staff and the consensus was that further improvements to or expansion of the Reno Center and site should be removed from consideration as a possible solution. 6 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 11 of 44 9. How many acres of land would be needed to accommodate a 100,000 square foot building for operations, including all site amenities and stormwater management components? As a point of reference, the Kluber team currently has a 120,000 square foot public works project under construction for the United City of Yorkville. This project is being constructed on 12.75 Acres of land and contemplates similar site amenities, but stormwater management for the project is accommodated off-site. That project includes Fleet Maintenance, a fuel station with canopy, salt structure and covered materials storage and dry pad areas. The project also includes a brine making building, and both public and staff parking. The parcel is part of a Planned Unit Development (PUD) that included an off-site regional stormwater detention basin. For your proposed project size and assuming stormwater management will need to be accounted for on- site, we would conservatively recommend a parcel of approximately 11 acres to accommodate your needs over the next 20-years. The acreage of the proposed solution is an extremely efficient layout and works out to just over 10 acres in size. The purpose of the highly efficient site layout was to preserve as much of the parcel as possible to remain in a naturalized condition. 10. What is the total project cost for additions and renovations on the existing site vs. acquiring a new parcel of land and constructing a new consolidated public works facility assuming a 2028 construction start? Please see the section entitled “Preliminary Estimate of Probable Construction Costs” for more information on 2028 on construction and project costs. The project costs are noted in this section and are given in expected 2028 dollars. We recommend inflating the provided costs by 4% per year for projects commencing after 2028. 7 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 12 of 44 Space Needs Assessment Side-by-side comparison of major project areas of the Current existing building and a Proposed New Building. Comments on spreadsheets reflect discussions during programming sessions and decisions made during those sessions. 8 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 13 of 44  Waiting/Meeting area should be off to side; accessed from lobby area; security controlled A1 Lobby/Waiting/Meeting (229) 1 8' 6'' 15' 2'' 129 1 14' 0'' 10' 0'' 140 access from rest of building; sized fro 6 to 8 people; similar to Buffalo Grove Would like a high counter barrier with a glass barrier above; does not need to be bullet A2 Reception Area (201) 1 29' 9'' 17' 7'' 523 1 24' 0'' 24' 0'' 576 resistant; space for 2 admin assistants + 1 part-time (flex) cubicle with visual control of entry/waiting area; (2) 2-drawer 36" lat file storage at each desk; 4-6 person meeting table with adjacent wall-mounted video display; L-shaped desk with 2 A3 Director's Office (227) 1 17' 10'' 14' 2'' 253 1 18' 0'' 14' 0'' 252 guest chairs; 2 lateral file cabinets; 1 bookcase; remote from entry; not necessary to be immediately adjacent to reception; display monitor on wall; no separate table; L-shaped desk with 2 guest chairs; 4 drawers of A4 Asst Director Office (206) 1 16' 10'' 11' 1'' 187 2 16' 0'' 12' 0'' 384 36" lateral filing; work counter/lay space at display A5 Asst Director Office (228) 1 14' 2'' 12' 3'' 166 display monitor on wall; no separate table; L-shaped desk with 2 guest chairs; 4 drawers of A6 Village P.E. Office (207) 1 22' 3'' 10' 8'' 237 1 14' 0'' 12' 0'' 168 36" lateral filing; work counter/lay space at display display monitor on wall; no separate table; L-shaped desk with 2 guest chairs; 4 drawers of A7 Asst. Village Engineer Office (205) 1 17' 1'' 11' 1'' 189 1 14' 0'' 12' 0'' 168 36" lateral filing; work counter/lay space at display display monitor on wall; L-shaped desk with 2 guest chairs; 2 peds of vertical filing under A8 Civil Engineer Office (204) 1 25' 2'' 14' 10'' 373 2 14' 0'' 12' 0'' 336 worksurfaces; overhead storage Collaborative space; (2) 36" bookcases for common-use literature; conference table for 6 A9 Engineering Common Space (210) 1 12' 2'' 11' 11'' 145 1 18' 0'' 12' 0'' 216 persons; should shared with rest of Admin spaces Adjacent to reception but open to reception - easy access; needs to be able to be used for layout of mass mailings; needs visual communication with entry and waiting; multifunction document center with folding attachment (8' footprint); space for engineering plotter (36" roll) A10 Copy/Work Room (212) 1 13' 2'' 12' 9'' 168 1 22' 0'' 17' 0'' 374 Canon TM305; networked postage machine; central workcounter space (island) would be ideal; laminator; binding machine; paper cutter; mailboxes - central location (each person has a mail cubbie) adjustable shelves for cubbies; shredder; recycle bin; trash bin; cabinet storage space for office supplies. Currently includes Utilities Superintendent; eliminated in lieu of alternative officing A11 Utilities Workstation Area (213) 1 37' 5'' 11' 9'' 440 arrangements for Utilities personnel A12 Shared Streets & Forestry Supt.Office (214) 1 16' 3'' 13' 10'' 225 Eliminated in lieu of separate private offices for Superintendents 9 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 14 of 44  10 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 15 of 44 C - Fleet Garage C1 Vehicle Garage (128) 1 123' 6'' 99' 6'' 12,177 1 302' 0'' 194' 0'' 58,588 12,177 58,588 C - Fleet Garage - Mezzanine C2 Mech. Equip. Platform 1 16' 4'' 8' 9'' 143 Currently above office space Currently above Lube Equipment; part of mezz. in new building - planned to occupy about C3 Mech. Equip. Platform 1 21' 10'' 9' 0'' 197 1 0 550 SF of new mezz. C4 Mezzanine 0 1 37' 6'' 192' 0'' 7,200 340 7,200 11 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 16 of 44  Currently shared between forestry and streets; secondary workshop for streets that are not in sign shop; currently has power panels and transfer switch; small workbench for forestry, D1 Mech. & Maint. Stor. / Elec. Main (106) 1 39' 2'' 23' 11'' 869 extra chainsaws and weed wackers, small cabinet for hand tools; some seasonal decorations and watering wands, hoses, rest of space is streets; streets has 9' long by 6' high pallet racking in here; D2 General Storage (107) 1 23' 11'' 20' 0'' 485 Dedicated to streets and sign; not enough room - sign blanks are being stored in garage D3 Sign & Street Division (116) 1 25' 6'' 23' 11'' 679 getting dirty; need 14' worktable; need wall space for roll racks; Dedicated to forestry; currently desks 2 computers; climbing gear and personal PPE would be stored here; file cabinets could be eliminated; need cabinets for pesticides and herbicides; D4 Forestry Shop (118) 1 30' 6'' 16' 0'' 488 flammables storage cabinets; racks for extra saws; grass seed, hand tools, shovels and pesticieds are better stored in stored in garage; workbench; need monitor in gathering/dispatch area; Currently has some engineering flat file storage; brass fittings; rubber pipe couplings; hydrant parts, sewer couplings; (2) 4'x8'x6' storage shelves; (2) 2'x8'x6' high storage shelves; (3) 3'x8'x6' high shelves; need beter storage arrangement for battery storage; dedicated workstation for doing JULIE locates online doing locate "triage" for work that can be cleared D5 Utility Division Shop (119) 1 64' 0'' 16' 0'' 1,024 more quickly using computer at a desk than a tablet in the field; cantilevered pipe rack for plastic pipe; (7) 4'x8'x8' shelving units; keep smaller (6" and 8") valve boxes b-boxes - would be nice to store here; would be ideal to have shop immediately adjacent and connected to garage; 8' workbench would be adequate - most work being done in field; storage for irrigation equipment - 4'x4'x6' shelving unit; Currently size of 2-car garage at village hall; large center worktable; vertical band saw, table saw, miter saw; would like to add sanding equipment; no large spray painting projects (some small spray can painting); all roller and brush work; direct outside access for deliveries; dust D6 Facilities Shop 1 23' 0'' 23' 0'' 529 1 24' 0'' 36' 0'' 864 collection system desired; plan for welding equipment; need air compressor; flammables storage cabinet; battery charging station; safety shower, eyewash, 12 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 17 of 44  13 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 18 of 44  14 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 19 of 44  15 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 20 of 44 F1 Entry Vestibule (201) 1 9' 9'' 4' 11'' 48 Desire a secure entry sequence; F2 Entry Vestibule (222) 1 9' 9'' 4' 5'' 43 Outside access to existing Conference Room 216 F3 Men's Toilet (202) 1 4' 11'' 8' 2'' 40 For use by Admin and Eng staff and by visitors F4 Women's Toilet (203) 1 4' 11'' 8' 2'' 40 For use by Admin and Eng staff and by visitors F5 Women's Toilet (220) 1 4' 7'' 5' 1'' 23 Associated with existing Lunch Room 223 and existing Conference Room 216 F6 Men's Toilet (221) 1 4' 7'' 5' 1'' 23 Associated with existing Lunch Room 223 and existing Conference Room 216 F7 Storage (217) 1 5' 1'' 3' 7'' 18 F8 Lower Level Stairs (209) 1 4' 0'' 16' 11'' 68 F9 Lower Level Stairs (218) 1 9' 10'' 10' 1'' 99 F10 Upper Level Stairs (209) 1 4' 0'' 16' 9'' 67 F11 Upper Level Stairs (218) 1 9' 10'' 13' 11'' 115 Currently adjacent to existing Lunch Room 223; needs to be large enough to hold a cart; Janitor Closet (224) 1 4' 4'' 7' 7'' 33 3 8' 0'' 6' 0'' 144 F12 shelving and cleaning products; F13 Storage (225) 1 2' 6'' 4' 9'' 12 Adjacent to existing Lunch Room 223 Increase size for security access panels, video recording equipment and appropriately sized MDF/Server Room (123) 1 7' 10'' 6' 2'' 48 1 11' 0'' 8' 0'' 88 F14 HVAC; rack-mounted (2RU) UPS; F15 Salt Storage (129, 130, 131) 3 24' 0'' 24' 2'' 1,740 Move to separate ancillary structure at new facility. F16 Brine Storage (132, 134) 1 24' 0'' 24' 2'' 580 Move to separate ancillary structure at new facility. Village water is 100% Lake Michigan water; move fire alarm panel away from admin and Water ServiceSprinkler Room (133) 1 20' 6'' 5' 0'' 103 1 24' 0'' 10' 0'' 240 F17 closer to facilities; 16 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 21 of 44 G - Outdoor Facilities G1 Visitor Parking 12 20' 0'' 9' 0'' 2,160 12 spaces desired G2 Staff Parking 68 20' 0'' 9' 0'' 12,240 minimum of 68 spaces needed Oudoor PW Vehicle Parking 12 30' 0'' 12' 0'' 4,320 12 spaces desired for parking of PW vehicles and equipment G4 Salt dome 6,000 ton capacity; 100' diameter, 8' high walls G5 Bulk Dry Storage- Outdoor Spoils pad, wet pad, dry pad, (9) covered materials storage pads G6 Fueling Station Diesel only Subtotal 0 18,720 Circulation Factor 0% 0 0% 0 0 18,720 17 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 22 of 44 Preliminary Site Plan Overall site concept plan. Relocation of the Public Works facility to new site, naturalization of existing public works property and expansion and improvement to walking paths. 18 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 23 of 44 Public Works Naturalize existing public works site and construct new small Site Plan Modifications to existing Lambert Lake to accommodate floodwater nature shelter and visitor parking. storage and to compensate for Nature shelter vehicle smaller wetlands southeast of parking (17 spaces) Lambert lake being removed as Fleet Maintenance part of the project. Potential overflow or impounded Main Building vehicle parking (13 exist. spaces) Proposed Spoils Pad, Entrance Wet Pad and Dry Pad Fueling Station (36’x36’ each) (diesel only) Admin areas on 2nd Floor Connection to 6,000 ton capacity existing Wilson Ave. salt dome access road Outdoor Patio Brine building and brine tanks pad Staff (68 total) and Visitor (12 total) Parking Spaces N (9) Proposed Material Storage Bins Proposed new curb cut (16.5’x28’ ea.) Fleet for site ingress/egress Garage Shops Improve and extend Manual and Proposed stormwater existing walking paths Auto Washbays Employee detention for new up to and around Support Public Works Site Lambert Lake Areas PW Outdoor Vehicle Parking (12 spaces) 19 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 24 of 44 Preliminary Space Plans Building floor plan diagrams associated with proposed site plan. Depicted floor plans align with Space Needs program documents. 20 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 25 of 44  st nd Public Works Space Plan – Overall 1 and 2 Floors Admin – 7,771 SF Building Information: 1st Floor Footprint: 91,064 SF Wash Bay Bldg. Footprint: 3,844 SF Garage Mezzanine Area: 7,200 SF Second Floor Admin Area: 7,771 SF Mezzanine Footprint: 7,200SF Main Entrance Fleet Garage – 58,558 SF Second Floor Outdoor Patio Fleet Maintenance and Employee Support Wash Bay Bldg. – 16,023 SF 10,751 SF N First Floor Shops – 7,198 SF 21 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 26 of 44 2nd Floor Administration Space Plan N 22 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 27 of 44 1st Floor Shop Offices and Employee Support Space Plan Shop areas have direct man door and overhead door access to Fleet garage area. Outdoor Patio N 23 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 28 of 44 Fleet Garage Space Plan 16’ x 16’ 16’ x 16’ 16’ x 16’ O.H. Door O.H. Door O.H. Door Traffic Flow through Garage can be arranged to flow N-s or S-N. Garage accommodates all fleet vehicles and equipment desired to be stored inside. 16’ x 16’ 16’ x 16’ 16’ x 16’ N O.H. Door O.H. Door O.H. Door 24 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 29 of 44 Fleet Maintenance Areas Separate Wash Bay Building N 25 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 30 of 44 Preliminary Opinion of Probable Costs Probable 2027 Construction Costs for proposed solution. For Construction after 2028, increase presented costs by 4% per year. 26 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 31 of 44 Preliminary Opinion of Probable Costs – Hard Costs 27 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 32 of 44 Preliminary Opinion of Probable Costs – Soft Costs, Total Project Cost 28 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 33 of 44 Appendices Letter of Initial Findings Wetland Delineation Report 29 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 34 of 44 Preliminary Opinion of Probable Costs – Hard Costs Item Description Total SF Cost Range Per SF Budget Range A New Building Construction: 1 Building Costs (A - Administration Areas) 7,771 $ 240 to $ 259 $ 1,866,000 to $ 2,013,000 2 Building Costs (B - Employee Support Areas) 10,751 $ 251 to $ 270 $ 2,699,000 to $ 2,903,000 3 Building Costs (C - Fleet Garage) 58,588 $ 198 to $ 212 $ 11,601,000 to $ 12,421,000 4 Building Costs (C - Fleet Garage Mezzanine) 7,200 $ 105 to $ 124 $ 756,000 to $ 893,000 5 Building Costs (D - Shops) 7,198 $ 218 to $ 237 $ 1,570,000 to $ 1,706,000 7 Building Costs (E - Building Services) 2,348 $ 180 to $ 193 $ 423,000 to $ 454,000 6 Building Costs (F - Fleet Maintenance) 16,023 $ 315 to $ 331 $ 5,048,000 to $ 5,304,000 B Sub-Total New Construction Cost 109,879 $ 23,963,000 to $ 25,694,000 C Site Development: 1 Site Improvements (Allowance)* Allow $ 4,700,000 to $ 5,500,000 $ 4,700,000 to $ 5,500,000 2 Accessory Structures - Fuel Station (Allowance) Allow $ 550,000 to $ 650,000 $ 550,000 to $ 650,000 3 Accessory Structures - Salt Structure Allow $ 950,000 to $ 995,000 $ 950,000 to $ 995,000 4 Accessory Structures - Material Storage (Allowance) - 9 bins with roof Allow $ 515,000 to $ 590,000 $ 515,000 to $ 590,000 5 Accessory Structures - Brine Building and Tanks 1,740 $ 212 to $ 226 $ 369,000 to $ 394,000 6 Accessory Structures - Outdoor Patio 580 $ 105 to $ 124 $ 61,000 to $ 72,000 7 Spoils and Dry Pads Allow $ 120,000 to $ 130,000 $ 120,000 to $ 130,000 D Sub-Total Site Development Cost $ 7,265,000 to $ 8,331,000 E Sub-Total Project Construction Cost $ 31,228,000 to $ 34,025,000 * Assumes good soil conditions on site and no environmental remediation. Excess soil to stay on site. Includes tree clearing and walking path improvements. 30 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 35 of 44 Preliminary Opinion of Probable Costs – Soft Costs, Total Project Cost Item Description Total SF Cost Range Per SF Budget Range E Sub-Total Project Construction Cost $ 31,228,000 to $ 34,025,000 F Design Contingency (5% of Line E) $ 1,562,000 to $ 1,702,000 G Sub-Total Construction Cost with Design Contingency $ 32,790,000 to $ 35,727,000 H Construction Contingency (10% of Line G) $ 3,279,000 to $ 3,573,000 J Sub-Total Construction Cost with Const. Contingency $ 36,069,000 to $ 39,300,000 K Fixtures, Furniture and Equipment (5% of Line G) $ 1,640,000 to $ 1,787,000 L Administrative Expenses & Utility Connection Fees (2% of Line G) $ 656,000 to $ 715,000 M A/E Fees (Allowance, Including consultants) $ 2,624,000 to $ 2,859,000 N Total Soft Costs (Lines K+L+M)** $ 4,920,000 to $ 5,361,000 P Total Project Budget Including Soft Costs $ 40,989,000 to $ 44,661,000 31 www.kluberinc.com 1625 – Glen Ellyn Public Works | Space Needs | April 15, 2026 Page 36 of 44  www.kluberinc.com November 11, 2025 Mr. John Hubsky Glen Ellyn Public Works 30 S Lambert Road Glen Ellyn, IL 60137 Re: Initial Findings on Reno Center Viability Glen Ellyn Public Works Space Needs Analysis Kluber Project No. 25-453-1625 Dear Mr. Hubsky, We are writing this brief letter to inform you of our team’s progress on the above referenced project and the findings we have made on the Reno Center and existing surrounding site area. The existing Reno Center and its immediate site surroundings have several issues that we are concerned may not be feasibly overcome and, thus, any potential “solution” incorporating the current Reno Center site may prove difficult to meet the future needs of the Public Works Department. Current Building Area Versus Area Needed The Reno Center currently has about 36,000 feet of floor area. Preliminary indications from Kluber’s space needs analysis, based on visual assessment of current conditions, extensive interviews with Glen Ellyn Public Works staff and our experience with our Public Works clients, indicates the Glen Ellyn Public Works space need is approaching 100,000 square feet, or almost three times the current area of the Reno Center, due mostly to the need to efficiently store the majority of the Public Works’ vehicles and large equipment indoors to adequately protect those assets. Building Flood Protection Issues Limiting Development The Reno Center site is partially covered by a Zone A/E Floodplain with an established Base Flood Elevation (BFE) of 754.5 feet (USGS datum). The floor elevation of the lower level of the Reno Center is at an elevation of approximately 754.9 feet, which is only 4 to 5 inches above the BFE. The DuPage County Stormwater & Floodplain Ordinance requires the following: • New construction and “substantial improvements” to existing non-residential buildings must have the lowest floor at least 1 foot above BFE: (i.e. 754.5’ (BFE) + 1 foot = 755.5’) • The aggregation includes such costs beginning in 1992 (the inception of the Ordinance) to present day. Corporate Office Bloomington Office 41 West Benton Street 2401 East Washington Street, Aurora, Illinois 60506 Suite 200-B2 630.406.1213 Bloomington, Illinois 61704 309.430.6460 Page 37 of 44 Excerpts from the DuPage County Stormwater & Floodplain Ordinance: • Section 15-81.B.3 states that the building shall have the lowest floor elevated to at least the FPE o New Construction and Substantial Improvements of non-residential Buildings within a SFHA shall (i) have the Lowest Floor elevated to at least the FPE or, (ii) together with attendant utility and sanitary facilities be designed so that below the FPE the Building is watertight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy. Where a nonresidential Structure is intended to be made watertight below the FPE, (i) a registered Professional Engineer or architect shall develop and/or review structural design, specifications, and plans for the construction, and shall certify that the design and methods of construction are in accordance with accepted standards of practice for meeting the applicable provisions of 44CFR60.3 and (ii) a record of such certificates which includes the specific elevation (in relation to sea level) to which such Buildings are Floodproofed shall be maintained by the official designated by the Community under 44CFR59.22. • Appendix A defines the following: o Substantial Improvement. Any repair, reconstruction, rehabilitation, addition, or other improvement of a building, the cost of which improvement equals or exceeds, individually or in the aggregate, 50 percent of the fair market value of the building, determined from the equalized assessed value of the building, before the start of construction of the improvement or, if the building has been damaged, before the damage occurred. The term "cost of improvement" includes the value of volunteer labor and donated materials. The term "cost of improvement" does not, however, include either (1) any development for improvement of a building to correct existing violations of state or local health, sanitary, or safety code specifications that have been identified by the local code enforcement official and that are the Appendix A Page 110 of 125 minimum necessary to assure safe living conditions or (2) any alteration of a historic building that will not preclude the building's continued designation as a historic building. o Lowest Floor. The lowest floor of the lowest enclosed area (including basement). A basement is any area of a building having its floor below grade on all sides. An unfinished or flood resistant enclosure, usage solely for parking of vehicles, building access or storage in an area other than a basement area is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the structure in violation of the applicable nonelevation design requirement of the Code of Federal Regulations 44, Part 60.3. Kluber requested from the Glen Ellyn Public Works team as much information as could be found on such “substantial improvement” costs incurred at the Reno Center since 1992, as well as a current fair market value of the building. Resultant information provided indicates the following: • Current Cost of Reproduction New (CRN), as estimated by Kroll, of the existing Reno Center building is approximately $6,928,000. Fifty percent of this value is $3,464,000. • Information obtained from the Glen Ellyn Public Works team notes that $1,682,000 of substantial improvements to the building have been invested since the Ordinance’s inception in 1992. • This would leave no more than $1,782,000 for any subsequent substantial improvements to the building. Wetland Analysis There are 5 wetlands on-site. A stormwater management permit will need to be approved by the USACE, Kane-DuPage SWCD, and Village of Glen Ellyn as a full waiver community for any work proposing impacts to the waters, wetlands, or buffers onsite. Page 38 of 44  • Permanent impacts to regulatory wetlands require a mitigation, unless the wetland in its entirety is less than 0.10 acre, is entirely on-site and is isolated. • Permanent impacts to regulatory wetlands require a mitigation ration of 1.5:1 and permanent impacts to critical wetlands require a mitigation ratio of 3:1. Mitigation requirements can be met through onsite wetland creation or purchase of wetland banking credits. • Temporary wetland impacts shall be restored in place. The disturbed area must be returned to its original contour and general soil profile. A comparable wetland community type with an equivalent or greater FQI value to the documented wetland must be re-established. • Impacts to the buffers require the replacement of lost ecological function. Turf grass and landscaping can be replaced in kind, and impacts to impervious areas do not require mitigation. Impacts to naturalized areas require native plantings that sufficiently replace the functions of the removed or impacted vegetation and have a required maintenance and monitoring period to ensure successful establishment. • Based on the IDNR EcoCAT and the USFWS Information for Planning and Consultation (IPaC) threatened & Endangered Species Assessments, no threatened, endangered, or protected species are likely to be affected by the development of the study area. However, if tree clearing is necessary, it is recommended to remove trees or brush between November 1st and March 31st to avoid impacts to bats, bees, or birds. Additionally, herbaceous areas within the project construction limits should be mowed as needed from March 15th to October 14th to keep floral resources from blooming. LAWCON/OSLAD points • Based upon coordination with Illinois Department of Natural Resources Grants, the property owned by the Village of Glen Ellyn known as Village Green Park (PIN # 05-22-205-026) was not acquired with grant funds. There was a development grant in 2007 (OS 07-1511) that carries similar restrictions until it amortizes out on 9/29/2029. Only grant-funded components are affected. However, the property cannot be sold or made unavailable to the general public during this time. Recommendations under the 1965 Recreation Act (LWCF Act) 1. Maintain Public Outdoor Recreation Use - Under Section 6(f)(3) of the LWCF Act, properties developed or improved with LWCF or state-level recreation grants must remain dedicated to public outdoor recreation use for their useful life (typically 25 years, or until the grant amortizes). Recommendation: Ensure Village Green Park remains open and accessible to the public. No part of the park or its grant-funded facilities should be closed, sold, leased, or converted to non-recreational use during this period without prior IDNR and National Park Service (NPS) approval. 2. Identify Grant-Funded Components - Since only grant-funded components are subject to Section 6(f)(3) restrictions: Recommendation: Prepare a map or exhibit clearly identifying the boundaries and components funded under grant OS 07-1511 (e.g., playground, pathways, lighting, or shelter). This will help determine what portions of the site are subject to conversion protections and ongoing public recreation obligations. 3. Conversion Avoidance and Mitigation - Any change that makes a grant-funded area unavailable for outdoor recreation (such as building structures, roads, or utilities) constitutes a conversion under Section 6(f)(3). Page 39 of 44  Recommendation: Since the proposed project may alter the use or availability of these grant-funded areas, we will continue coordination with IDNR’s Office of Grant Administration to determine if the change would be a conversion and whether replacement land or mitigation would be required. Replacement land must be of equal fair market value, usefulness, and recreational quality. 4. Preservation of Public Access and Use - Even if the property was not acquired with grant funds, the existence of development grant obligations means public access must be maintained. Recommendation: Avoid fencing, gating, or restricting public access to the park or its amenities. If temporary closures (e.g., for construction or maintenance) are necessary, they should be short-term and documented to demonstrate no intent to restrict public use. 5. Documentation and Coordination - To maintain compliance and avoid federal reimbursement or penalty: Recommendation: Maintain records of public use, maintenance, and improvements within the amortization period. Continue to coordinate with IDNR Grants staff before any major construction, transfer, or modification to ensure that activities are consistent with the LWCF Act and the 2007 grant terms. 6. Post-Amortization (After 2029) - Once the amortization period ends, the federal interest (LWCF restriction) expires only for the development components funded by the 2007 grant. However, the property may still carry local or deed-based restrictions. Recommendation: At or after 2029, request written confirmation from IDNR Grants verifying that the project restrictions have expired and that the site is no longer encumbered under the LWCF Act. Considering the foregoing, a brief meeting with Village Administration may be prudent at this juncture to further discuss this matter. Sincerely, Clayton D. Haldeman, AIA, REFP, LEED AP Project Manager Kluber Architects + Engineers Attachments: Appraisal Report for Property Insurance Purposes as of March 19, 2025 Village of Glen Ellyn Schedule of General Fixed Assets as of December 31, 2024 (excerpt, annotated) Page 40 of 44 Page 41 of 44 Building Building Name Insp. Year Entry Manual Auto Fire Sprinkler Avg Story Floors Total Floor Building Date Built Alarm Fire Alarm Alarm Height Area CRN Member: 1009 VILLAGE OF GLEN ELLYN Site: 005 RENO CENTER 001 RENO CENTER 03/19/2025 1978 No 100 100 100 15 2 35,945 6,928,000 ID: 625 NON-COMBUSTIBLE (100%) 30 SOUTH LAMBERT ROAD GLEN ELLYN, IL 60137 Latitude: 41.85743222 Flood Zone: Longitude: -88.07648767 Flood Certificate: 002 FUEL PAVILION 03/19/2025 2013 No 0 0 0 18 1 729 193,000 ID: 597 NON-COMBUSTIBLE (100%) 30 SOUTH LAMBERT ROAD GLEN ELLYN, IL 60137 Latitude: 41.85805826 Flood Zone: Longitude: -88.07722322 Flood Certificate: Total for Site: 005 RENO CENTER 36,674 7,121,000 Contract: E054415M Printed: 4/25/2025 5:14:26 PM Page 6 of 27 Page 42 of 44  As of March 19, 2025 Member: 1009 VILLAGE OF GLEN ELLYN Site: 005 RENO CENTER 30 SOUTH LAMBERT ROAD Building: 001 RENO CENTER GLEN ELLYN, IL 60137 US Valuation Summary Date of Inspection: 3/19/2025 Building Cost of Reproduction New $ 6,928,000 ($192.74 per SF) Construction Components ID: 625 ISO Class: NON-COMBUSTIBLE (100%) Exterior Wall Type: SIDING, METAL OR OTHER ON GIRTS (65%); BRICK, SOLID (20%); CONCRETE, POURED- IN-PLACE, 7" TO 10" (10%); CONCRETE, PRECAST PANELS (5%) Heating: GAS, OIL, OR ELECTRIC SUSPENDED UNIT HEATER (45%); FORCED WARM AIR (40%); THRU-WALL UNITS (15%) Cooling: NONE (45%); FORCED COOL AIR (40%); ROOFTOP UNIT (15%) Roof Material: SINGLE-PLY MEMBRANE (100%) Roof Pitch: FLAT (100%) Elevators: Passenger: 0 Freight: 0 Description Exposure Year Built: 1978 Latitude: 41.857432 Number of Stories: 2 Longitude: -88.076488 Average Story Height: 15 Square Footage: Super Structure: 35,945 Sub Structure: 0 Total: 35,945 Protection Flood Information Manual Fire Alarm: 100 Zone: Automatic Fire Alarm: 100 Certificate: Sprinklers: 100 Entry Alarm: No Miscellaneous Additional Features CANOPIES; GENERATOR; OVERHEAD DOORS; SURVEILLANCE SYSTEM; EXHAUST FUME EXTRACTION SYSTEM; AUTOMOTIVE LIFTS Contract: E054415M Printed: 4/25/2025 5:14:03 PM Page 11 Page 43ofof4644 Page 44 of 44