Packet – TB 2026-7-21_Optimized

PLEASE NOTE: It is possible that members of and possibly a quorum of members of other governmental bodies of the municipalitymay be in attendance at the above meetings to gather information. No action will be taken by any governmental body other than thatspecifically noticed. Also, upon reasonable notice, efforts will be made to accommodate the needs of individuals with disabilities through appropriate aids and services. For additional information or to request such services contact the clerk’s office atthe above. Page 1 of 2 Office of the Town Clerk Town of Brookfield | 645 N. Janacek Road, Brookfield, WI 53045 Office: 262-796-3788 | Clerk@TownofBrookfieldwi.gov MEETING AGENDA Tuesday, July 21, 2026 7 P.M. Town Board Utility District No. 1 Sanitary District No. 4 Eric Gnant Room TOB Municipal Building 645 N. Janacek Rd., Brookfield, WI 1. Call to Order & Roll Call. 2. Meeting Notices. 3. Approval of Agenda. 4. Approval of Minutes: a. July 7, 2026 meeting of the TB, UD1, SD4. 5. Citizen Comments: Three-minute limit. 6. Committee/Commission Reports/Recommendations: a. Plan Commission 1. Discussion and possible action regarding a request for Final approval for a mixed-use development known as The West End, located west of The Corners of Brookfield, Tax Key Nos. BKFT1123.960-.965; BKFT1123.976.001, .004, .005. IM Properties (applicant), Newfield Holdings LLC and Brookfield Corners LLC (owners). 2. Discussion and possible action regarding a Conditional Use Request for an electronic changeable copy sign for St. John’s Lutheran Church located at 20275 Davidson Road. Brian Zach on behalf of St. Johns (owner), Lemberg Electric (applicant). 3. Discussion and possible action regarding a Site Plan/Plan of Operation (Conceptual, Preliminary, Final approval) for a change in use for a new tenant, Land and Sea, and parking lot modifications at 21675 E. Moreland Blvd. Nicholas Weeks (tenant/applicant). Sisian LLC (owner). 7. Old Business: a. Discussion and possible action regarding the 2026-2027 Class “B” Beer and “Class B” LiquorAlcohol Beverage License Application for Grimaldi’s Pizzeria. 8. New Business: a. Discussion and possible action regarding the Class “B” Beer and “Class B” LiquorAlcohol Beverage License Application for Taste of India. b. Discussion and possible action regarding the Class “B” Beer and “Class B” LiquorAlcohol Beverage License Application for Beyond the Board. c. Discussion and possible action regarding the Class “B” Beer and “ClassC”Wine Alcohol Beverage License Application for Beyond the Board. d. Discussion and possible action regarding an application for Appointment of Agent by Melting Pot to appoint Austin Elliott as the successor agent. e. Discussion and possible action regarding the 2026-2027 Secondhand Article Dealer/Jewelry License Applications. Town Board Meeting Agenda July 21, 2026 Page 2 of 2 PLEASE NOTE: It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above meetings to gather information. No action will be taken by any governmental body other than that specifically noticed. Also, upon reasonable notice, efforts will bemade to accommodate the needs of individuals with disabilities through appropriate aids and services. For additional information or to request such services contact the clerk’s office at the above. f. Convene into CLOSED SESSION pursuant to Wis. Stat. § 19.85(1)(g) to confer with legal counsel for the governmental body who is rendering oral or written advice concerning strategy to be adopted by the body with respect to litigation in which it is or is likely to become involved: Waukesha County Case Number 2026SC002089 Mark Robert Powell vs. Town of Brookfield g. Reconvene into OPEN SESSION, according to Wis. Stat. § 19.85(1)(g) for any necessary action resulting from the Closed Session. 9. Departments Reports/Recommendations: a. Sanitary District No. 4 1. Sanitary District Updates 10. Approval of Vouchers and Checks. 11. Communication and Announcements. 12. Adjourn. Posted July 10, 2026 Emily Howells, Town Clerk PLEASE NOTE: It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above meetings to gather information. No action will be taken by any governmental body other than that specifically noticed. Also, upon reasonable notice, efforts will be made to accommodate the needs of individuals with disabilities through appropriate aids and services. For additional information or to request such services contact the clerk’s office at the above. Page 1 of 2 Office of the Town Clerk Town of Brookfield | 645 N. Janacek Road, Brookfield, WI 53045 Office: 262-796-3788 | Clerk@TownofBrookfieldwi.gov MEETING MINUTES Tuesday, July 7, 2026 7 P.M. Town Board Utility District No. 1 Sanitary District No. 4 Eric Gnant Room TOB Municipal Building 645 N. Janacek Rd., Brookfield, WI 1. Call to Order & Roll Call. Interim Chairman Stanelle called the meeting to order at 7:00 p.m. Present: Supervisors Steve Kohlmann, John Charlier, Matthew Paris (VIA Zoom) and Ryan Stanelle. Chairman Henderson was absent and excused. A quorum was met (4-1). Staff Present: Administrator Tom Hagie, Fire Chief John Schilling, Assistant Fire Chief Tony D’Amico, Department of Public Works Superintendent Scott Hartung, Town Engineer Justin Gutoski, Town Attorney Michael Van Kluenen, and Clerk Emily Howells. 2. Meeting Notices. Howells confirmed the meeting notices were posted as required by law. 3. Approval of Agenda. Motion by Charlier to approve the agenda with the exception that item 9 immediately follow item 6; seconded by Kohlmann. Motion prevailed by a voice vote (4-0). 4. Approval of Minutes: a. June 16, 2026 meeting of the TB, UD1, SD4. Motion by Kohlmann to approve the minutes of June 16, 2026; seconded by Charlier. Motion prevailed by a voice vote (4-0). b. June 29, 2026 special meeting of the TB, UD1, SD4. Motion by Kohlmann to approve the minutes of June 29, 2026 with changes; seconded by Charlier. Motion prevailed by a voice vote (3-0-1). Stanelle voted present. 5. Citizen Comments: Three-minute limit. a. Bill Genteman voiced his dissatisfaction with the Weyer Road Drainage Project relating to his property. 6. Committee/Commission Reports/Recommendations: None. 7. Old Business: a. Discussion and possible action regarding Weyer Road Drainage Improvement Project Payment Application No. 3. Motion by Charlier to table Weyer Road Drainage Improvement Project Payment Application No. 3 until the project is completed, or a completion date in known; seconded by Kohlmann. Motion prevailed by a voice vote (4-0). Town of Brookfield Town Board Minutes, July 7 2026 Page 2 of 2 PLEASE NOTE: It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above meetings to gather information. No action will be taken by any governmental body other than that specifically noticed. Also, upon reasonable notice, efforts will be made to accommodate the needs of individuals with disabilities through appropriate aids and services. For additional information or to request such services contact the clerk’s office at the above. 8. New Business: a. Davidson Road Reconstruction Project Presentation by Strand Associates. No action. b. Discussion and possible action regarding Diversified Benefit Services Business Associate Agreement. Motion by Kohlmann to approve the Diversified Benefit Services Business Associate Agreement with changes acceptable to Town Staff; seconded by Charlier. Motion prevailed by a voice vote (4-0). c. Discussion and possible action regarding setting a Special Meeting date Friday, July 17, 2026, to approve Grimaldis’ Class “B” Beer and “Class B” Liquor Alcohol Beverage License Application Renewal. Motion by Stanelle to set a virtual Special Meeting date Friday, July 17, 2026 at 3 p.m., to approve Grimaldis’ Class “B” Beer and “Class B” Liquor Alcohol Beverage License Application Renewal; seconded by Kohlmann. Motion prevailed by a voice vote (4-0). 9. Departments Reports/Recommendations: a. Fire Department 1. Recognition of Firefighter/EMT Anthony Zilli for completion of his probationary period. Chief Schilling recognized Firefighter/EMT Anthony Zilli for completion of his probationary period. 2. Discussion and possible action regarding “The Compliance Engine” and Advisory Services proposal from Brycer, L.P., Brycer Advisory Group, L.P., and Inspectionreportsonline.net INC. Motion by Charlier to accept “The Compliance Engine” and Advisory Services proposal from Brycer, L.P., Brycer Advisory Group, L.P., and Inspectionreportsonline.net INC for a three-year term commencing July 8, 2026; seconded by Kohlmann. Motion prevailed by a voice vote (4-0). 10. Approval of Vouchers and Checks. Motion by Charlier to approve vouchers and checks in the amount of $349,781.94; seconded by Kohlmann. Motion prevailed by a voice vote (3-0-1). Paris voted present. 11. Communication and Announcements. a. Kohlmann announced that the Fourth of July picnic and parade had a great turnout. Everyone had a wonderful time, and the event was a great success. b. Chief Schilling communicated the Fire Department was awarded a $34,185.00 grant by the Firehouse Subs Public Safety Foundation for the purchase of TNT Extrication Equipment (Jaws of Life). c. Howells communicated that Pet Care Essentials Plus is having a ribbon cutting ceremony on Saturday, July 18 between 10 a.m. and 2 p.m. 12. Adjourn. Motion by Kohlmann to adjourn at 8:13 p.m.; seconded by Charlier. Motion prevailed by a voice vote (4-0). Respectfully submitted by, Emily Howells, Town Clerk Town of Brookfield 645 N. Janacek Road Brookfield, WI 53045 (P) 262-796-3788 (F) 262-796-0339 TOWN PLAN COMMISSION RECOMMENDATIONS PC Meeting date: June 23, 2026 A. Review and possible action on a request for Preliminary and Final approval for Pabla Plaza redevelopment, including the Taste of India restaurant and banquet hall, located at 18110 W. Bluemound Road. Roger Schregardus (applicant), Manjit Singh (owner). After discussion, the PC unanimously voted in favor of Preliminary Approval subject to several conditions being met prior to Final Approval being granted. The applicant and Plan Commission discussed revising the plans for Final approval to be heard at the July Plan Commission meeting and will seek a combined Preliminary and Final Approval from the Town Board in August. No action to be taken. B. Review and possible action on a request for Final approval for a mixed -use development known as The West End, located west of The Corners of Brookfield, Tax Key Nos. BKFT1123.960 -.965; BKFT1123.976.001, .004, .005. IM Properties (applicant), Newfield Holdi ngs LLC and Brookfield Corners LLC (owners). Motion by Mr. Smeltzer to recommend Final approval, subject to the following conditions: 1. Prior to the issuance of a Building Permit, documentation shall be provided to the Town of Brookfield that the Wisconsin Department of Transportation has reviewed and approved a Traffic Impact Analysis. Financial assurance in a form acceptable to the Town Attorney shall be submitted to ensure that any required improvements are constructed as required by the DOT or Waukesha County. 2. Prior to the issuance of a Building Permit, all comments of the Town Planner, Town Engineer, Sanitary District, Fire Department and Town Attorney, if applicant, shall be complied with and shown on the final plans. 3. A non-annexation agreement prepared by the Town Attorney shall be signed in front of a notary by the owner of the property and returned to the Town of Brookfield for recordation in the Waukesha County Register of Deeds. 4. The Town Attorney shall review and approve the stormwater maintenance plan and agreement for all proposed stormwater infrastructure, prior to recordation in the Register of Deeds. 5. A Certified Survey Map shall be submitted, reviewed and approved by the Town of Brookfield and any extra-territorial review entity, prior to permits being issued. A CSM has been submitted and will be on the July Plan Commission agenda. Page 2 of 3 6. The final landscaping plan prepared by Rinka and Pinnacle Engineering, dated May 12, 2026 shall be implemented within six month of receiving Occupancy or by October 15, 2028, whichever occurs first. Minor modifications of the proposed plantings may be considered at the time of planting with native or native cultivars being a strong preference for the site. Site landscaping around the building and parking areas shall not be reduced. Financial assurance may be collected in a form acceptable to the Town Attorney to ensure all required landscaping is implemented and maintained for a period of time approved by the Town Board. 7. Documentation shall be provided by the applicant that the Town Fire Department has reviewed and approved the plans for the proposed Electronic Vehicle stalls relative to the requirements of Ordinance 2026-01. 8. Renderings of the development signage shall be submitted for consideration of the ARC, Plan Commission and Town Board. Seconded by Ms. Monet. Motion carried 4-1. An additional condition to include would be: “Any outstanding Conditional Use Permits or other agreements, which may have expired or remain unrecorded, shall be reviewed and revised, if applicable, to the satisfaction of the Town Attorney, so long as they remain consistent with the spirit and intent of the original approval and Town Code.” C. Review and possible action on a request to discontinue a portion of N. Lord Street. Motion by Mr. Watson to recommend approval of the request. Seconded by Mr. Smeltzer. The motion carried unanimously. *This item will be on the August 18, 2026 Town Board meeting, following a public hearing. D. Review and possible action on a Conditional Use request for an electronic changeable copy sign for St. John’s Lutheran Church located at 20275 Davidson Road. Brian Zach on behalf of St. John’s (owner), Lemberg Electric (applicant). Motion by Mr. Watson to recommend approval of the Conditional Use Permit, subject to the following conditions: 1. A Conditional Use Order shall be prepared by town staff, signed by the property owner, and recorded by the Town in the Waukesha County Register of Deeds, prior to a sign permit being issued. The Conditional Use Order shall outline the conditions of an Elec tronic Changeable Copy Sign and the illumination standards as noted in the Code, in addition to the standard conditional use conditions used by the town regarding noncompliance, revocability and nuisance complaints. 2. The Waukesha County Board shall approve the text amendment approved by the Town of Brookfield, prior to a sign permit being issued. This is anticipated by the County Board on July 28, 2026. Page 3 of 3 3. The proposed sign shall be a minimum of 5 ft. from the established road right of way of S. Barker Road, which is 30 ft. from the edge of the curb. A revised site plan shall be submitted to Staff showing the final location of the sign, prior to permits being issued. Seconded by Mr. Zuperku. The motion carried unanimously. E. Review and possible action on a Site Plan/Plan of Operation (Conceptual, Preliminary, Final approval) for a change in use for a new tenant, Land and Sea, and parking lot modifications located at 21675 E. Moreland Blvd. Nicholas Weeks (tenant/applicant). Sisian LLC (owner). Motion by Mr. Watson to recommend approval of the Site Plan/Plan of Operation for a change in use for a new tenant, subject to the following conditions: 1. The parking agreement with the adjacent property to the southwest shall be provided to the Town for their records, prior to Occupancy being granted, in order to comply with the number of parking spaces required on site for the uses within the building. 2. Parking lot islands shall be landscape with the minimum size plantings required by the Ordinance. 3. A revised site plan shall be submitted showing a minimum 20 ft. wide drive aisle to accommodate emergency vehicles. 4. A Permit from the Waukesha County Environmental Health Division shall be provided to the Town Planner prior to Occupancy being granted. 5. All required town permits shall be obtained, including a Building Permit and Occupancy Permits for Building and Fire Inspection. 6. Subject to bollards being installed in front of the dumpster. Seconded by Mr. Smeltzer. Motion carried unanimously. Regarding Condition 6: The existing dumpster enclosure is a brick building with access from two sides. It’s unknown if there is enough room to installbollards without interfering with traffic flow, parking or fire access. It should be noted that the doors on the existing enclosure need maintenance. S:\Development Services\Plan Commission\Agenda & Minutes\2026\6 23 26\Town Board recs 7 21 26\Recommendations for TB 07 21 26.docx PLANNING & ZONING LLC 1 TOWN OF BROOKFIELD STAFF REP ORT TO: Town of Brookfield Town Board FROM: Rebekah Leto, AICP, Town Planner MEETING DATE: July 21, 2026 REPORT DATE: June 16, 2026, updated July 9, 2026 RE: Final Approval for The West End of The Corners of Brookfield, 20391 W. Bluemound Road, Tax key No(s) BKFT1123.001, .004, .005 APPLICANT: IM Properties (Wisconsin 1) LLC, Robert Gould PROPERTY OWNER: Newfield Holdings LLC and Brookfield Corners LLC The following report is provided for cursory review prior to action. Specifics relating to the submitted documents of this application may be referenced in the Meeting Packet distributed by the Clerk. The applicants are seeking final approval for The West End proposed mixed-use development. The development will include approximately 38,000+/- sq. ft. of street-level retail and an additional 277 residential apartments. This report outlines the updates made between preliminary and final submittals. Site Plan, proposed structures and architecture: No architectural changes were proposed. A trash enclosure and transformer were added for the single-story retail site; however, these will be discussed in more detail when that development goes through the review process this fall. Other site plan changes include minor adjustments to pavers, walkways and the green space layout east of the south building and area between the proposed buildings. Loading: No changes to the loading zones were anticipated or proposed from previous plans. Loading zones are proposed underground with a connection to the existing underground parking structure. Access is at the north end of Buildings A and B via a tunnel, which would provide access to a WB-67 truck and garbage truck to the loading/receiving areas and trash vestibules. The tunnel would also be an available entrance for cars to access the existing parking garage. Traffic and Access: Proposed traffic and site signage has been labeled and added to the construction drawings. A stop sign was added to the western approach of the intersection of Lord Street and S. Union Street. The eastern approach already has two stop signs on each side of the one-way road. An all-way stop was included where Lord Street ends, due to the curve directly west of the intersection. “No trucks” signage was also added to assist with traffic flow. The Town Engineer has no further comments on internal traffic flows or signage. The West End – Final PLANNING & ZONING LLC 2 An updated Traffic Impact Analysis (TIA) was submitted to the Wisconsin DOT (WisDOT) for review and approval. WisDOT has required additional information from the study authors to be able to finalize the scope of the TIA. It is anticipated that modifications to U.S.H. 18 will be required, but the scale of the modifications is unknown. The Town Board and the developer have initiated a discontinuation of a portion of Lord Street that will be incorporated into the development’s private street network. A public hearing has been scheduled for August 18th. Parking. The Town Code requires two (2) spaces per residential unit and one (1) space per 150 sq. ft. of customer sales and service areas, including employee parking. The existing and proposed parking counts are shown below. Parking Table Residential Commercial Existing (entire development site) 333 spaces (1.36 ratio) 244 total apartments 1,585 spaces for 350,985 sq. ft. (1,404 required) Proposed - West End only 333 parking garage spaces 277 units (1.2 ratio) 103 surface stalls for 38,180 sq. ft. (153 required) Proposed (entire development site) 666 spaces (1.27 ratio) 521 total apartments 1,523 spaces for 390,165 sq. ft. (1,561 required) Required # w/ PUD flexibility (entire site) 626 (1.2 ratio) (+40 than required) 1,561 (38 below required) The developer has requested parking flexibility through the PUD, similar to The Corners model, which was a 1.2 parking ratio for residential and 4 spaces per 1,000 sq. ft. of gross land area for commercial. Upon request, justification for the flexibility has been submitted. The report, which is enclosed, uses industry wide standards including the ITE Parking Generation Manual 6th edition to determine peak parking demands for multi-family residential housing and the Urban Land Institute Shared Parking Manual to determine parking demands for specific commercial uses. The study reveals that the proposed parking counts are greater than what is necessary using national data for peak parking demands. The proposed residential parking complies with the requested 1.2 parking ratio for residential. In addition, the developer has submitted data from 2025 of the average occupancy of the lower level parking deck, which has 944 automatically monitored parking spaces. The month of December, which consistently has the highest parking demand, only had two days where 400+/- spaces were utilized, leaving approximately 500 spaces available. In the other months evaluated (June, August, November), 170 to 270 spaces parking spaces were generally utilized. Therefore, it does not appear that there is a lack of available parking. The proposed 103 spaces are surface parking stalls on Lord and Union Streets, which would be welcomed by visitors. While the commercial parking is slightly below what is required using the ratio from The Corners, the data supports the number of parking spaces on site. There are a number of Electric Vehicle (EV) spaces being proposed within the new parking garage. The Fire Department has signed off on the plans for the EV spaces in accordance with the recently adopted ordinance (2026-01). Open Space and Landscaping. An updated landscape plan has been submitted for the development that includes a detailed plant schedule, planting notes, and installation details. The landscape palette includes a diverse mix of canopy trees, evergreen The West End – Final PLANNING & ZONING LLC 3 trees, ornamental trees, shrubs, ornamental grasses, and perennials. The plan satisfies minimum plant sizing requirements for deciduous trees, coniferous trees, and shrubs. Based on the submitted plant schedule, approximately 60% of the woody plant material consists of native Wisconsin species or cultivars of native species, which is more than what was previously submitted (approximately 30%). The applicant has submitted calculations showing the amount of green and open space on site. Open space is defined as areas unobstructed to the sky and not occupied by buildings, driveways, drive aisles, service drives, parking spaces, loading areas, or similar improvements. The proposal well exceeds the minimum amount of open space required. Proposed Required Grade-level open space (parking lot/drive landscaping, green space, site landscaping) 54,717 sq. ft. Green Roof 27,917.09 sq. ft. Pool + Deck 4,953.44 sq. ft. Total 37% (89,587 sq. ft.) Minimum 15% (36,107 sq. ft.) Lighting No changes to lighting were anticipated or submitted. Site lighting includes 35 LED post-top lamps throughout the site and recessed exterior LED strip lighting under the eaves. The lighting plan complies with the Town Ordinance per the Town Engineer. The proposed luminaire provides zero percent up lighting, which meets the intent of the “full cutoff” ordinance requirement. The plan also shows an area exceeding the maximum 0.2 foot- candle at the property line near the intersection of North Lord Street and W. Bluemound Rd (0.6 fc); however this area appears to have existing lighting on N. Lord St. that is causing the excess. He noted the additional lighting may even be a benefit in this area. Signage Development signage will be applied for at a later date by the developer. No rooftop sign will be proposed. All retail signage will follow the existing DDCM. Any applicant who wishes to do something different will apply for Architectural Review Committee approval. ARC action On May 13, 2026, the ARC voted unanimously to grant Final Approval for the development with the conditions recommended below. Town Staff Comments Engineering – Remaining comments include an evaluation of the updated TIA, once available. Otherwise, engineering comments have been addressed. Fire Department: Comments of the Fire Department have been met. Sanitary District: The Sanitary District has granted approval of the final utility construction drawings. Recommendation Staff recommends Conditional Final Approval of the proposed mixed-use development known as The West End, located at 20391 W. Bluemound Road, Tax key No(s) BKFT1123.001, .004, .005, subject to the following conditions. Modifications following Plan Commission action are shown with a strike-through, with new conditions in bold. The West End – Final PLANNING & ZONING LLC 4 1. Prior to the issuance of a Building Permit, documentation shall be provided to the Town of Brookfield that the Wisconsin Department of Transportation has reviewed and approved a Traffic Impact Analysis. Financial assurance in a form acceptable to the Town Attorney shall be submitted to ensure that any required improvements are constructed as required by the DOT or Waukesha County. 2. Prior to the issuance of a Building Permit, all comments of the Town Planner, Town Engineer, Sanitary District, Fire Department and Town Attorney, if applicant, shall be complied with and shown on the final plans. 3. A non-annexation agreement prepared by the Town Attorney shall be signed in front of a notary by the owner of the property and returned to the Town of Brookfield for recordation in the Waukesha County Register of Deeds. 4. The Town Attorney shall review and approve the stormwater maintenance plan and agreement for all proposed stormwater infrastructure, prior to recordation in the Register of Deeds. 5. A Certified Survey Map shall be submitted, reviewed and approved by the Town of Brookfield and any extra-territorial review entity, prior to permits being issued. A CSM has been submitted and is scheduled for the July Plan Commission agenda. 6. The final landscaping plan prepared by Rinka and Pinnacle Engineering, dated May 12, 2026 shall be implemented within six month of receiving Occupancy or by October 15, 2028, whichever occurs first. Minor modifications of the proposed plantings may be considered at the time of planting with native or native cultivars being a strong preference for the site. Site landscaping around the building and parking areas shall not be reduced. Financial assurance may be collected in a form acceptable to the Town Attorney to ensure all required landscaping is implemented and maintained for a period of time approved by the Town Board. 7. Renderings of the development signage shall be submitted for consideration of the ARC, Plan Commission and Town Board. 8. Documentation shall be provided by the applicant that the Town Fire Department has reviewed and approved the plans for the proposed Electronic Vehicle surface stalls relative to the requirements of Ordinance 2026-01. This condition has been met. 9. Any outstanding Conditional Use Permits or other agreements, which may have expired or remain unrecorded, shall be reviewed and revised, if applicable, to the satisfaction of the Town Attorney, so long as they remain consistent with the spirit and intent of the original approval and Town Code. Analysis While a few of the minor details remain to be worked out, the overall site plan complies with the Ordinance. The site includes traffic-calming measures, including landscape bump outs, angled parking, visually conspicuous crosswalks, and narrow streets, which allow for safe and efficient traffic circulation. Street and pedestrian facilities include amenities such as street trees, street benches, trash receptacles, wayfinding signage, and lighting. The architecture of the buildings is cohesive and, while different, still complements The Corners original development. Final signage will be addressed at a later date. As conditioned, the overall development will meet the purpose and intent of the Ordinance. Enclosure: Development Plans, Parking evaluation study C A D D r a w i n g s C o n d i t i o n s o f U s e : C o p i e s o f A r c h i t e c t ' s C A D f i l e s m a y b e p r o v i d e d f o r u s e i n c o n n e c t i o n w i t h P r o j e c t , s u b j e c t t o t h e f o l l o w i n g c o n d i t i o n s : 1. F i l e s a r e w o r k s i n p r o g r e s s c r e a t e d f o r a n d t o b e u s e d o n t h e P r o j e c t . E l e c t r o n i c d a t a f i l e s a r e n o t Co n t r a c t D o c u m e n t s a n d m a y b e s u b j e c t t o m a n i p u l a t i o n b e y o n d t h e c o n t r o l o f t h e A r c h i t e c t . T h e r e f o r e t h e A r c h i t e c t c a n n o t v e r i f y t h a t t h e f i l e s a c c u r a t e l y o r c o m p l e t e l y r e f l e c t a c t u a l c o n s t r u c t i on o r f i e l d c o n d i t i o n s . R e c i p i e n t o f f i l e s m u s t s a t i sf y t h e m s e l v e s t o t h e l e v e l o f a c c u r a c y a n d c o m p l e t e ne s s o f t h e f i l e s . C h a n g e s t o t h e C o n t r a c t D o c u m e n t s m a d e d u r i n g d e s i g n , b i d d i n g , n e g o t i a t i o n a n d c o n s t r uc t i o n m a y n o t b e i n c o r p o r a t e d i n t h e f i l e s . 2 . T h e A rc h i t e c t p r o v i d e s n o w a r r a n t i e s , e x p r e s s e d o r i m p l i ed , i n c l u d i n g w a r r a n t i e s o f f i t n e s s f o r a p a r t i c u l a r p ur p o s e o f t h e f i l e s . 3 . R e c i p i e n t w i l l m a i n t a i n s u f f i ci e n t c o n t r o l s o n C A D d o c u m e n t s t o a s s u r e s e c u r i t y , in t e g r i t y a n d c o p y r i g h t s o f t h e s e f i l e s . W BLUEMOUND ROAD N BARKER RD BUILDING B BUILDING A HW Y 94 OFF -RAMP N LORD ST UNION ST W LORD ST S LORD ST HWY 94 S LORD ST LINE OF SCOPE OF WORK FUTURE BUILDING NOT IN SCOPE HIGH ST M AR KET ST 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 ARCHITECTURAL MASTER PLAN A1 -00 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 1" = 40' -0" 1 SITE PLAN N C A D D r a w i n g s C o n d i t i o n s o f U s e : C o p i e s o f A r c h i t e c t ' s C A D f i l e s m a y b e p r o v i d e d f o r u s e i n c o n n e c t i o n w i t h P r o j e c t , s u b j e c t t o t h e f o l lo w i n g c o n d i t i o n s : 1 . F i l e s a r e w o r k s i n p r o g r e s s c r e a t e d f o r a n d t o b e u s e d o n t h e P r o j e c t . E l e c t r o n i c d a t a f i l e s a r e n o t C o n t r a c t D o c u m e n t s a n d m a y b e s u b j e c t t o m a n i p u l a t i on b e y o n d t h e c o n t r o l o f t h e A r c h i t e c t . T h e r e f o r e t h e A r c h i t e c t c a n n o t v e r i f y t ha t t h e f i l e s a c c u r a t e l y o r c o m p l e t e l y r e f l e c t a c t u a l c o n s t r u c t i o n o r f i e l d c o n d i t i o n s . R e c i p i e n t o f f i l es m u s t s a t i s f y t h e m s e l v e s t o t h e l e v e l o f a c c u r a c y a n d c o m p l e t e n e s s o f t h e f i l e s . C h a n g e s t o t h e C o n t r a c t D o c u m e n t s m a d e d u r i n g d e s i g n , b i d d i ng , n e g o t i a t i o n a n d c o n s t r u c t i o n m a y n o t b e i n c o r p o r at e d i n t h e f i l e s . 2 . T h e A r c h i t e c t p r o v i d e s n o w a r r a n t i e s , e x p r e s s e d or i m p l i e d , i n c l u d i n g w a r r a n t i e s o f f i t n e s s f o r a p a rt i c u l a r p u r p o s e o f t h e f i l e s . 3 . R e c i p i e n t w i l l m a i n ta i n s u f f i c i e n t c o n t r o l s o n C A D d o c u m e n t s t o a s s u r e s e c u r i t y , i n t e g r i t y a n d c o p y r i g h t s o f t h e s e f i l e s . WB-40 - Intermediate Semi-Trailer WB-67 - Interstate Semi-Trailer KEY NOTES HWY 94 OFF -RAMP N LORD ST UNION ST W LORD ST S LORD ST W BLUEMOUND RD EXISTING GARRISON BUILDING EXISTING BUILDING LEVEL 2 GARAGE ENTRY WEST END CLUB AND RESIDENTIAL LOBBY ENTRY LOWER LEVEL ACCESS RAMP LEVEL 1 GARAGE ENTRY RESIDENTIAL LOBBY ENTRY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE STAIR ACCESS TO BUILDING G BRACE, DEMOLISH, AND INFILL FLOOR OF STAIR ACCESS BUILDING E6 P55 AREA BELOW GRADE EXISTING RETAINING WALL REFER TO CIVIL PROPOSED RETAINING WALL REFER TO CIVIL NOT IN SCOPE LINE OF SCOPE OF WORK FUTURE BUILDING NOT IN SCOPE P85 OUTLINE OF TUNNEL BELOW. INSULATE UNDERSIDE OF SLAB EXISTING ERS WALL BELOW P17 P11 P56 P55 REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL EXISTING ERS WALL BELOW 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 ARCHITECTURAL SITE PLAN A1 -00.1 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 KEY PLAN N BUILDING A BUILDING B A B C D E6 MONUMENT SIGNAGE. PROVIDE POWER TO RACEWAY. P11 TRANSFORMER & CONCRETE PAD, REFER TO ENERGY PROV IDER REQUIREMENTS P17 GENERATOR - COORDINATE WITH DESIGN/BUILD ELECTRI CAL CONTRACTOR P55 RECYCLING ENCLOSURE. <DCMU-1> CONSTRUCTION, 4' TA LL P56 GENERATOR & TRANSFRORMER ENCLOSURE W/ STEEL GATE . <DCMU-1> CONSTRUCTION, 6' TALL P85 FIRE PUMP TRANSFORMER & CONCRETE PAD, COORDINATE WITH DESIGN/BUILD MEPFP CONTRACTOR 3/64" = 1' -0" 1 SITE PLAN - LEVEL 1 N TENANT 1 TENANT 2 TENANT 3 TENANT 5 TENANT 4 GENERAL NOTES: FLOOR PLANS 1. SEE SHEETS G1 -03 - G1 -010 FOR ADDITIONAL PROJECT INFORMATION 2. ALL INTERIOR PARTITIONS TO BE TYPE D3(E), U.N.O. 3. SEE EDGE OF SLAB PLANS AND UNIT PLANS FOR ADDITIONAL DIMENSIONS AND OTHER INFORMATION. 4. PROVIDE BLOCKING TO SUPPORT ALL LIGHT FIXTURES, EQUIPMENT, CASEWORK, ETC. 5. SEE PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL REQUIREMENTS. 6. REFERENCE STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS. 7. REFERENCE ELEVATIONS FOR EXTERIOR CLADDING CONDITIONS. 8. ALIGN THE OUTSIDE FACE OF STUDS WITH EDGE OF SLAB BELOW. 9. MAINTAIN MINIMUM 7' -6" (90") HEADROOM CLEARANCE ABOVE FINISHED FLOOR AT ALL AMENITY AREAS & HABITABLE SPACES AT RESIDENTIAL FLOORS. SEE PLANS FOR CEILING HEIGHTS. 10. ALL WALKING SURFACES AT MEANS OF EGRESS ROUTES SHALL HAVE SLIP RESISTANT FINISH. KEY NOTES 1 A3-03 _______ 3 A3-02 _______ 3 A3-01 _______ 2 A3-02 _______ LOADING RAMP 13' -6" CLEARANCE RQ'D EAST RETAIL PARKING LOWER LEVEL CONNECTION GARRISON BUILDING 1 A3-02 _______ RETAIL PARKING RAMP UP TO PRIVATE PARKING ELEVATOR LOBBY SOUTH G-ELEV3 G-ELEV4 LOBBY NORTH G-ELEV3 G-ELEV4 UNDERGROUND SERVICE/ LOADING TO EXIT INTO EXISTING UNDERGROUND PARKING LOADING DOCK 90 DEGREE SCISSOR LIFT (8'X8') RECESSED INTO FLOOR TRASH CHUTE w/ MINI -MAC TRASH COMPACTOR. PROVIDE TRAFFIC COATING AT FLOORS AND 6' -0" UP WALLS; DRAIN AT CENTER OF ROOM. INSTALL HOSE BIB 5' -0" AFF. BUILDING ABOVE 15'-3 7/8" STEEL FRAME CANOPY OVERHEAD, HUNG FROM DECK ABOVE, PROVIDE POWER AS REQUIRED FOR LIGHTING & SIGNAGE TRASH A WORKSHOP B-105 WB -67 TRUCK GARBAGE TRUCK BUILDING ABOVE GARBAGE TRUCK W B -67 TRUCK TRASH CHUTE w/ MINI -MAC TRASH COMPACTOR. PROVIDE TRAFFIC COATING AT FLOORS AND 6' -0" UP WALLS; DRAIN AT CENTER OF ROOM. INSTALL HOSE BIB 5' -0" AFF. LOADING/RECEIVING DOCK A CAR ACCESS LANE LOADING/RECEIVING DOCK B P ELEV 3 SURFACE STRIPE -ING AT ALL AREAS OUTSIDE OF CAR ACCESS LANE PROVIDE ALLOWANCE FOR APPROX. 10 BOLLARDS - LOCATIONS TBD 10% 12'-6" 76'-4 1/4" 78'-2" EXITING RETAIL C17 C17 C17 UNEXCAVATED UNEXCAVATED UNEXCAVATED PROPERTY LINE PROPERTY LINE PROPERTY LINE ELEVATOR LOBBY SOUTH LOBBY NORTH STAIR 1 ____________ A3-32 1 140.00° C17 C17 <MET FAB -1> L ELEV 4 L ELEV 5 ____________ A4-55 1 90.00° STORAGE TRASH B L-01 L-02 L-04 L-09 L-08 Y3 C17 <MET FAB -11> RETAIL MECHANICAL <MET FAB -11> LOADING RAMP LOADING LOBBY P19 ____________ A3-34 1 4 A3-02 _______ P87 ____________ A9-06 1____________ A9-06 2 4 A3-03 _______ 5 A3-02 _______ 1 A3-04 _______ ____________ A3-40 1 6 A3-02 _______ CC -14 CC -15 7 CC -15 6 CC -15 5 CC -15 3 CC -15 2 CC -15 4 CC -15 1 G M N P MM.1 JJJ PP 1C 1B JJ.5 LL LL MM 1E LLL NN.7 QQ NN MM.2 1B.8 MMM.1 L.5 1C.9 KK.9 L.6 12.1 NN.3 NN.1 NN.8 WORKSHOP 41'-9 3/8" 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 LOWER LEVEL FLOOR PLAN A1 -01 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 P19 TRENCH DRAIN, REFER TO PLUMBING DRAWINGS P87 RETAIL CONDENSORS, COORDINATE WITH DESIGN/BUILD MEP CONTRACTOR 1/16" = 1' -0" 1 LOWER LEVEL - OVERALL FLOOR PLAN N 3 A3-02 _______ 3 A3-01 _______ 2 A3-02 _______ 1 A3-02 _______ 2 A3-03 _______ LOWER LEVEL BELOW GARRISON BUILDING RESIDENT MEZZANINE CONNECTION 87'-7" STAIR SOUTH ELEVATOR LOBBY SOUTH STAIR NORTH LOBBY NORTH METER ROOM NORTH STAIR ACCESS TO FIRST FLOOR G-ELEV3 G-ELEV4 OPEN TO BELOW 3 A3-12 _______ BEAMS ABOVE - REFER TO STRUCTURAL DWGS BUILDING ABOVE BUILDING ABOVE MEZZANINE LOBBY M-01 INFILL FLOOR OF PARKING P ELEV 3 C17 C17 C17 H8 C17 UNEXCAVATED UNEXCAVATED UNEXCAVATED PROPERTY LINE PROPERTY LINE PROPERTY LINE STAIR SOUTH ELEVATOR LOBBY SOUTH STAIR NORTH LOBBY NORTH METER ROOM NORTH M-ST1 3 A3-11 _______ ____________ A3-34 2 OPEN TO BELOW C17 C17 140.00° M-01 OPEN TO BELOW 4 A3-12 _______ 4 A3-02 _______ 4 A3-03 _______ 5 A3-02 _______ 1 A3-04 _______ ____________ A3-40 2 6 A3-02 _______ L ELEV 4 CC -12 1 CC -14 CC -15 7 CC -15 6 CC -15 5 CC -15 3 CC -15 2 CC -15 4 CC -15 1 CC -15 89 G J M L N P BBB CCC DDD MM.1 JJJ PP 1D 1C 1B JJ.5 LL LL MM 1E LLL H EEE.2 NN.7 QQ NN MM.2 1B.8 L.5 J.3 1C.9 KK.9 L.6 12.1 NN.1 NN.8 2 A3-12 _______ GENERAL NOTES: FLOOR PLANS 1. SEE SHEETS G1 -03 - G1 -010 FOR ADDITIONAL PROJECT INFORMATION 2. ALL INTERIOR PARTITIONS TO BE TYPE D3(E), U.N.O. 3. SEE EDGE OF SLAB PLANS AND UNIT PLANS FOR ADDITIONAL DIMENSIONS AND OTHER INFORMATION. 4. PROVIDE BLOCKING TO SUPPORT ALL LIGHT FIXTURES, EQUIPMENT, CASEWORK, ETC. 5. SEE PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL REQUIREMENTS. 6. REFERENCE STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS. 7. REFERENCE ELEVATIONS FOR EXTERIOR CLADDING CONDITIONS. 8. ALIGN THE OUTSIDE FACE OF STUDS WITH EDGE OF SLAB BELOW. 9. MAINTAIN MINIMUM 7' -6" (90") HEADROOM CLEARANCE ABOVE FINISHED FLOOR AT ALL AMENITY AREAS & HABITABLE SPACES AT RESIDENTIAL FLOORS. SEE PLANS FOR CEILING HEIGHTS. 10. ALL WALKING SURFACES AT MEANS OF EGRESS ROUTES SHALL HAVE SLIP RESISTANT FINISH. 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 OVERALL - MEZZANINE FLOOR PLAN A1 -02 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 1/16" = 1' -0" 1 MEZZANINE - OVERALL FLOOR PLAN N WB-40 - Intermediate Semi-Trailer WB-67 - Interstate Semi-Trailer UP UP UP UP UP UP 2 A3-11 _______ 2 A3-01 _______ 1 A3-03 _______ 3 A3-02 _______ 3 A3-01 _______ 2 A3-02 _______ 2 A3-04 _______ 1 A3-02 _______ A2 -01 1 A2 -02 1 A2 -03 1 LEVEL 1 PARKING ENTRY BOH N LORD ST UNION ST W LORD ST S LORD ST EXISTING BUILDING HWY 94 OFF -RAMP EXISTING RETAINING WALL REFER TO CIVIL LOWER LEVEL PARKING ACCESS DROP -OFF TENANT SPACE 02 110 TENANT SPACE 05 111 TENANT SPACE 01 109 NORTH LOBBY 101 ELEV LOBBY SHAFT ABOVE SHAFT ABOVE CANOPY OVERHEAD WEST END LOBBY 116 DROP -OFF MOUNTABLE CURB MOUNTABLE CURB. MOUNTABLE CURB PROVIDE HIGH PSI TRUCK RATED CONCRETE TRAFFICABLE SURFACE MATERIAL A2 -01 2 A2 -03 2 A2 -03 3 1 A3-11 _______ (ACCESS AT LEVEL 02 ABOVE) 4 A3-11 _______ 2 A3-14 _______ OUTSIDE FACE OF BUILDING ABOVE 3 A3-14 _______ 4 A3-14 _______ 6'-0" 3 A3-12 _______ GAS METERS FP W 124 POOL MECH. 126 AREA BELOW GRADE SEE LEVEL 02 SHAFT ABOVE P ELEV 3 TRASH 32A P19 10% TRASH 114 <SD -1> PROPERTY LINE PROPERTY LINE TYP. <MET FAB -1> 9% C A2 -02 2 A2 -02 3 100'-0" RECYCLING RECYCLING OUTLINE OF TUNNEL BELOW. INSULATE UNDERSIDE OF SLAB MECHANICAL WEST 127 16'-3 1/4" PROVIDE HIGH PSI TRUCK RATED CONCRETE MATCHLINE AREA B MATCHLINE AREA C AREA B MATCHLINE AREA C AREA D MATCHLINE AREA A AREA D AREA A /1 A1 -03A /1 A1 -03B /1 A1 -03B /1 A1 -03C /1 A1 -03C /1 A1 -03D /1 A1 -03A /1 A1 -03D PROPERTY LINE PROPERTY LINE 9'-4" H H H ____________ A3-31 1 ____________ A3-32 2 ____________ A3-36 1 ____________ A3-37 1 3 A3-11 _______ ELEV LOBBY 104 ____________ A3-38 1 LINE OF POOL ABOVE 22'-1" 22'-10" FOCUS ROOM 844 CONFERENCE ROOM 826 PROPERTY MANAGER 810 STOR. 837 60'-3 1/2" STAIR 3 832 STAIR 2 835 STAIR 4 L1 -ST4 P ELEV 6 P ELEV 7 CANOPY ABOVE CANOPY ABOVE P ELEV 1 P ELEV 2 SITE SECURITY BALLARDS TYP. 3 P-001 _______ 2 B-01 _______ 1 P-001 _______ 4 P-001 _______ ____________ A4-54 1 4% JANITOR 853 RETAIL ELEC. 851 RISER 852 ? ? RETAIL TRASH 854 TENANT SPACE 04 830 MAIL LOADING WEST BUILDING MAIL MAIL & TRASH LOADING 29'-6" EXISTING ERS WALL BELOW ____________ P1-015 1 ____________ P1-016 1 LOBBY B-ST3 STORAGE B-ST4 SNOW MELT SYSTEM @ FIRST 50' OF RAMP WATER W 349 P85 BOH 102 EAST BUILDING MAIL 24'-0" WATER E 460 RETAIL MECHANICAL 459 FP E 461 18'-0" 18'-7 3/4" 16'-0" 4 A3-12 _______ 101'-0" 101'-0" 104'-2" 104'-2" 100'-0" 100'-0" 100'-0" 104'-2" VESTIBULE N L1 -ST8 18'-0" 17'-7 1/8" RAMP L1 -ST11 ____________ A9-05 1____________ A9-05 2 1 A3-01 _______ 4 A3-02 _______ VESTIBULE E 115 PRODUCTION STUDIO 841 30'-0" 30'-0" 31'-4 3/4" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 17'-1 1/4" 1 A3-15 _______ L ELEV 4 STAIR 1 B-ST1 RR 334 COWORKING L1 -ST16 L ELEV 5 4 A3-03 _______ 5 A3-02 _______ 1 A3-04 _______ ELEV LOBBY M-02 <LVR -2> A2 -01 5 A2 -01 6 7 50'-11 5/8" W10 W10 W10 W10 P11 P17 PROVIDE 98" CLEAR HEADROOM TO VAN STALLS REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL REFER TO CIVIL A2 -06 7 A2 -06 6 A2 -06 5 A2 -06 3 2 4 1 TENANT SPACE 03 L1 -ST30 EXISTING ERS WALL BELOW B-01 3 1 A3-12 _______ A A B B C C E E 5 4 6 7 8 9 10 11 12 13 14 D D F G J M L K N P BBB AAA CCC DDD EEE FFF GGG HHH MM.1 JJJ PP 15.4 16 17 20 21 1D 1C 1B RR.3 1A 19 DD AA RR 3 15 MMM EE FF GG HH II JJ JJ.5 LL LL MM 1E 15.8 18 RR.6 LLL H G.5 G.2 F.2 E.3 D.5 C.3 B.5 13.4 EEE.2 FFF.2 J.4 QQ MM.2 A.1 21 RR.9 A.5 B.7 MMM.1 3.5 D.2 J.3 BB CC 12.1 NN.3 CC.9 NN.8 1.1 B.2 GGG.5 INFILL STREET ____________ A3-31 4 ____________ A3-37 7 18'-2" 6'-8 1/4" 6 7/8" 19'-6" 7'-6" 8'-6" 8'-11 3/4" 2 P-001 _______ 2 A3-12 _______ GENERAL NOTES: FLOOR PLANS 1. SEE SHEETS G1 -03 - G1 -010 FOR ADDITIONAL PROJECT INFORMATION 2. ALL INTERIOR PARTITIONS TO BE TYPE D3(E), U.N.O. 3. SEE EDGE OF SLAB PLANS AND UNIT PLANS FOR ADDITIONAL DIMENSIONS AND OTHER INFORMATION. 4. PROVIDE BLOCKING TO SUPPORT ALL LIGHT FIXTURES, EQUIPMENT, CASEWORK, ETC. 5. SEE PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL REQUIREMENTS. 6. REFERENCE STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS. 7. REFERENCE ELEVATIONS FOR EXTERIOR CLADDING CONDITIONS. 8. ALIGN THE OUTSIDE FACE OF STUDS WITH EDGE OF SLAB BELOW. 9. MAINTAIN MINIMUM 7' -6" (90") HEADROOM CLEARANCE ABOVE FINISHED FLOOR AT ALL AMENITY AREAS & HABITABLE SPACES AT RESIDENTIAL FLOORS. SEE PLANS FOR CEILING HEIGHTS. 10. ALL WALKING SURFACES AT MEANS OF EGRESS ROUTES SHALL HAVE SLIP RESISTANT FINISH. KEY NOTES 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 OVERALL - LEVEL 01 FLOOR PLAN A1 -03 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 1/16" = 1' -0" 1 LEVEL 01 - OVERALL FLOOR PLAN P11 TRANSFORMER & CONCRETE PAD, REFER TO ENERGY PROV IDER REQUIREMENTS P17 GENERATOR - COORDINATE WITH DESIGN/BUILD ELECTRI CAL CONTRACTOR P19 TRENCH DRAIN, REFER TO PLUMBING DRAWINGS P85 FIRE PUMP TRANSFORMER & CONCRETE PAD, COORDINATE WITH DESIGN/BUILD MEPFP CONTRACTOR KEY PLAN N BUILDING A BUILDING B A B C D N 2 A3-11 _______ 1 A3-03 _______ 3 A3-02 _______ 3 A3-01 _______ 2 A3-02 _______ 2 A3-04 _______ 1 A3-02 _______ ENTRY TO LEVEL 2 PARKING OPEN TO BELOW PARKING BELOW POOL ABOVE LOBBY BELOW TENANT SPACE 01 109 TENANT SPACE 02 110 TENANT SPACE 05 111 STAIR 4 2-ST4 STAIR 3 2-ST3 STAIR 2 2-ST2 ELEV LOBBY 200 LOBBY BELOW BIKE PARKING 1 A3-11 _______ WATER - RAMP 201 ELECTRICAL 594 4 A3-11 _______ 2 A3-14 _______ OPEN TO BELOW 3 A3-14 _______ 4 A3-14 _______ STORAGE 829 3 A3-12 _______ ELECTRICAL 202 P ELEV 3 TRASH 875 P55 TYP. <MET FAB -1> <MET FAB -1> <SD -1> <RAIL -5> NEW RETAINING WALL REFER TO CIVIL EXISTING RETAINING WALL REFER TO CIVIL OUTLINE OF TUNNEL BELOW. INSULATE UNDERSIDE OF SLAB 5'-11" 17'-4" 114'-4" 114'-4" 114'-4" SHAFT ABOVE SHAFT ABOVE SHAFT ABOVE MATCHLINE AREA B MATCHLINE AREA C AREA B MATCHLINE AREA C AREA D MATCHLINE AREA A AREA D AREA A /1 A1 -04A /1 A1 -04B /1 A1 -04B /1 A1 -04C /1 A1 -04C /1 A1 -04D /1 A1 -04A /1 A1 -04D PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 18'-0" 22'-0" ____________ A3-31 2 ____________ A3-32 3 ____________ A3-36 2 ____________ A3-37 2 3 A3-11 _______ TRASH 757 ____________ A3-38 2 22'-1" P55 OPEN TO ABOVE P55 L ELEV 5 P ELEV 6 P ELEV 7 P ELEV 2 P ELEV 1 3 P-001 _______ 2 B-01 _______ 1 P-001 _______ 4 P-001 _______ 8'-11 3/8" MECH 420 2 A3-16 _______ ELEV OVERRUN 4 A3-12 _______ 7'-1" SUN SHELF ABOVE 4 A3-02 _______ STAIR 1 B-ST1 1 A3-15 _______ 4 A3-03 _______ 1 A3-04 _______ TENANT SPACE 04 830 ELEV LOBBY 820 L ELEV 4 LOBBY B-ST3 STORAGE M-05 ELEV LOBBY 761 CC -10 1 CC -10 4 CC -10 2 CC -10 3 CC -10 5 CC -10 6 CC -10 7 CC -11 1 CC -11 2 CC -11 3 CC -12 1 CC -12 2 CC -12 3 CC -14 CC -14 CC -14 5 CC -14 9 CC -16 1 CC -15 7 CC -15 6 CC -15 5 CC -15 3 CC -15 2 CC -15 4 CC -15 1 CC -15 89 CC -14 8 CC -16 10 CC -16 3 11 CC -16 9 8 CC -16 5 CC -16 4 CC -16 6 7 2 CC -16 12 B-01 3 1 A3-12 _______ 1 A3-13 _______ 3 A3-13 _______ 5 A3-13 _______ 6 A3-13 _______ 2 A3-15 _______ 3 A3-15 _______ A B C E 5 4 6 7 8 9 10 11 12 13 14 D F G J M L K N P BBB AAA CCC DDD EEE FFF GGG HHH MM.1 JJJ PP 15.4 16 17 20 21 1D 1C 1B RR.3 1A 19 DD AA RR 3 15 MMM EE FF GG HH II JJ JJ.5 LL MM 1E 15.8 18 RR.6 LLL H G.5 G.2 F.2 E.3 D.5 C.3 B.5 13.4 EEE.2 FFF.2 J.4 NN MM.2 A.1 21 RR.9 A.5 B.7 1B.8 MMM.1 3.5 D.2 L.5 J.3 BB CC 1C.9 KK.9 L.6 12.1 NN.3 NN.1 CC.9 NN.8 1.1 B.2 GGG.5 18'-0" 2 P-001 _______ 2 A3-12 _______ GENERAL NOTES: FLOOR PLANS 1. SEE SHEETS G1 -03 - G1 -010 FOR ADDITIONAL PROJECT INFORMATION 2. ALL INTERIOR PARTITIONS TO BE TYPE D3(E), U.N.O. 3. SEE EDGE OF SLAB PLANS AND UNIT PLANS FOR ADDITIONAL DIMENSIONS AND OTHER INFORMATION. 4. PROVIDE BLOCKING TO SUPPORT ALL LIGHT FIXTURES, EQUIPMENT, CASEWORK, ETC. 5. SEE PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL REQUIREMENTS. 6. REFERENCE STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS. 7. REFERENCE ELEVATIONS FOR EXTERIOR CLADDING CONDITIONS. 8. ALIGN THE OUTSIDE FACE OF STUDS WITH EDGE OF SLAB BELOW. 9. MAINTAIN MINIMUM 7' -6" (90") HEADROOM CLEARANCE ABOVE FINISHED FLOOR AT ALL AMENITY AREAS & HABITABLE SPACES AT RESIDENTIAL FLOORS. SEE PLANS FOR CEILING HEIGHTS. 10. ALL WALKING SURFACES AT MEANS OF EGRESS ROUTES SHALL HAVE SLIP RESISTANT FINISH. KEY NOTES 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 OVERALL - LEVEL 02 FLOOR PLAN A1 -04 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 1/16" = 1' -0" 1 LEVEL 02 - OVERALL FLOOR PLAN P55 RECYCLING ENCLOSURE. <DCMU-1> CONSTRUCTION, 4' TA LL KEY PLAN N BUILDING A BUILDING B A B C D N 2 A3-11 _______ 1 A3-03 _______ 3 A3-02 _______ 3 A3-01 _______ 2 A3-02 _______ 2 A3-04 _______ 1 A3-02 _______ SWIMMING POOL OUTDOOR POOL DECK C1* 319 C1 309 C1 304 A1 303 D1 302 A1 326 A1 321 A1* 316 A1 314 B2 322 B2 317 B2* 315 B2 313 C1* 311 D2 310 B4 308 A1 306 C1 307 C3 324 A1* 305 C2 301 CORRIDOR 412 REFER TO CIVIL DRAWINGS 1 A3-11 _______ ____________ A3-31 3 ____________ A3-36 3 ____________ A3-32 4 ____________ A3-37 3 ____________ A3-38 3 UTILITY 711 ELEV LOBBY 716 4 A3-11 _______ TRASH 744 2 A3-14 _______ 3 A3-14 _______ STORAGE 740 UTILITY 809 4 A3-14 _______ 3 A3-12 _______ 1 A3-14 _______ B7 325 METER 582 TRASH 874 OPEN TO BELOW STORAGE 865 F2 F7 F2 B1 325 C7 302 D6 301 A3 304 A1 306 A1* 307 A1 308 A1* 310 A1* 312 A1 314 A1 316 A1* 318 A1 319 B1* 323 B1* 327 B1 326 B1* 324 B1* 322 B1* 320 B1A 317 B3 315 B3* 313 C4 311 A4 329 B1 328 C5 309 MATCHLINE AREA B MATCHLINE AREA C AREA B MATCHLINE AREA C AREA D MATCHLINE AREA A AREA D PROPERTY LINE CANOPY BELOW CANOPY BELOW P21 P21 P21 P21 /1 A1 -05B AREA A /1 A1 -05A /1 A1 -05B /1 A1 -05C /1 A1 -05C /1 A1 -05D /1 A1 -05A /1 A1 -05D C6 303 B1 305 PROPERTY LINE PROPERTY LINE PROPERTY LINE F2 F7 BUILDING ABOVE BUILDING ABOVE CANOPY ABOVE 3 A3-11 _______ SUN SHELF B1 321 PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PRIVATE PATIO PAVILION WITH OUTDOOR PATIO ELEV LOBBY 820 FITNESS 713 WOMENS RESTROOM 813 MENS RESTROOM 819 CORRIDOR 822 R7 R7 R7 R7 R7 R7 R7 R7 R7 R7 R7 R7 R3 R7 R7 R4 R7 R3 R7 R7 R3 R3 R3 R3 R3 R3 P ELEV 2 P ELEV 1 L ELEV 5 P ELEV 6 P ELEV 7 STORAGE 837 R7 R7 SECURITY LITE BALLARDS, TYP. WE CLUB LOBBY HIGH 714 3 P-001 _______ 2 B-01 _______ 1 P-001 _______ 4 P-001 _______ A1* 320 A1 318 B3 323 2 A3-16 _______ METER 330 PRIVATE PATIO A2 312 F2 F7 F2 F7 P21 ____________ P1-017 1 C8 327 STAIR 1 B-ST1 207'-5 7/8" STAIR 4 764 STAIR 3 832 STAIR 2 835 242'-3 1/8" 292'-11 1/8" 512'-10 3/4" 72'-2 7/8" 50'-5 1/4" 67'-2" 29'-0 1/2" ____________ A3-39 1 ____________ A3-39 2 ____________ A3-39 3 R7 R7 R7 R7 R7 R7 STORAGE 458 SHAFT T1 L1 -ST7 SHAFT T3 L1 -ST6 SHAFT T4 L1 -ST5 4 A3-12 _______ 4 A3-02 _______ 2 HR SHAFT TO L2 BOILER ROOM CLUB ROOM 823 1 A3-16 _______ 1 A3-15 _______ 4 A3-03 _______ 1 A3-04 _______ GOLF SIMULATOR 341 MEDIA ROOM 131 SEE WINDOW TYPES <ASSD-1> CC -10 1 CC -10 4 CC -10 2 CC -10 3 CC -10 5 CC -11 1 CC -11 4 CC -11 2 CC -11 3 CC -12 1 CC -12 2 CC -12 3 CC -13 1 CC -13 4 CC -13 2 CC -13 3 CC -14 2 CC -14 1 CC -14 3 CC -14 4 CC -14 CC -14 6 CC -14 5 CC -14 9 CC -16 1 CC -15 7 CC -15 6 CC -15 5 CC -15 3 CC -15 2 CC -15 4 CC -15 1 CC -15 89 7 CC -14 8 11 CC -16 10 CC -16 3 11 CC -16 9 8 CC -16 5 CC -16 4 CC -16 6 7 2 CC -16 12 B-01 3 1 A3-12 _______ L ELEV 4 1 A3-13 _______ 3 A3-13 _______ 4 A3-13 _______ 5 A3-13 _______ 6 A3-13 _______ 2 A3-15 _______ 3 A3-15 _______ A B C E 5 4 6 7 8 9 10 11 12 13 14 D F G J M L K N P BBB AAA CCC DDD EEE FFF GGG HHH MM.1 JJJ PP 15.4 16 17 20 21 1D 1C 1B RR.3 1A 19 DD AA RR 3 15 EE FF GG HH II JJ JJ.5 LL MM 1E 15.8 18 LLL H G.5 G.2 F.2 E.3 D.5 C.3 B.5 13.4 EEE.2 FFF.2 J.4 MM.2 A.1 21 A.5 B.7 1B.8 MMM.1 3.5 D.2 L.5 J.3 BB CC KK.9 L.6 12.1 NN.3 CC.9 NN.8 1.1 B.2 GGG.5 12'-6 5/8" 20'-0" 5'-6 1/2" 3/4" 4 A3-15 _______ 2 P-001 _______ 2 A3-12 _______ 2 A3-13 _______ GENERAL NOTES: FLOOR PLANS 1. SEE SHEETS G1 -03 - G1 -010 FOR ADDITIONAL PROJECT INFORMATION 2. ALL INTERIOR PARTITIONS TO BE TYPE D3(E), U.N.O. 3. SEE EDGE OF SLAB PLANS AND UNIT PLANS FOR ADDITIONAL DIMENSIONS AND OTHER INFORMATION. 4. PROVIDE BLOCKING TO SUPPORT ALL LIGHT FIXTURES, EQUIPMENT, CASEWORK, ETC. 5. SEE PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL REQUIREMENTS. 6. REFERENCE STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS. 7. REFERENCE ELEVATIONS FOR EXTERIOR CLADDING CONDITIONS. 8. ALIGN THE OUTSIDE FACE OF STUDS WITH EDGE OF SLAB BELOW. 9. MAINTAIN MINIMUM 7' -6" (90") HEADROOM CLEARANCE ABOVE FINISHED FLOOR AT ALL AMENITY AREAS & HABITABLE SPACES AT RESIDENTIAL FLOORS. SEE PLANS FOR CEILING HEIGHTS. 10. ALL WALKING SURFACES AT MEANS OF EGRESS ROUTES SHALL HAVE SLIP RESISTANT FINISH. KEY NOTES 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 OVERALL - LEVEL 03 FLOOR PLAN A1 -05 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 1/16" = 1' -0" 1 LEVEL 03 - OVERALL FLOOR PLAN KEY PLAN N BUILDING A BUILDING B A B C D P21 DECK DRAIN - COORDINATE WITH DESIGN/BUILD PLUMBI NG CONTRACTOR N EXTERIOR MATERIAL KEY NICHIPANEL, SMOOTH COLOR: BLACK NICHIHA: DIMENSION SERIES, RIBBED COLOR: CUSTOM BLACK <FCS -1> NICHIHA: DIMENSION SERIES, RIBBED COLOR: IVORY <FCS -2> <USS -1> COSENTINO: DEKTON W/ CONCEALED FASTENERS COLOR: DOMOOS <FCS -5> HEBRON BRICK VENEER, UTILITY SIZE COLOR: OPUS <FCS -3> <TRS -1> AVENERE: NEACERA TERRA COTTA RAINSCREEN SYSTEM COLOR: GLOSS WHITE <DCMU -2> ECHELON CORDOVA STONE PRECAST MASONRY SILL COLOR:BUFF GROUND FACE <MV -1> BREAK METAL TRIM COLOR: BLACK <SMF -2> <FCS -4> NICHIHA: WOOD SERIES, VINTAGEWOOD COLOR: CEDAR METAL PANEL WALL SYSTEM COLOR: BLACK <MP -4> <APC -1> NICHIHA: WOOD SERIES, VINTAGEWOOD COLOR: CEDAR PRECAST WALL PANEL - SMOOTH FORMED FINISH ECHELON CORDOVA STONE COLOR: MIDNIGHT <DCMU -1> PRECAST WALL PANEL - RIBBED FINISH - RECKLI - US FORMLINER APPLICATION -2/169 COLUMBIA <APC -2> <FCS -6> NICHIPANEL SMOOTH COLOR:CUSTOM <SMF -3> <MP -5> <SMF -3> <SMF -3> <MET FAB -12> <TRS -1> <FCS -4> <SMF -2> <APC -1> <FCS -1> <TRS -1> <MV -1> <FCS -5> <SMF -3> <TRS -1> <FCS -1> <USS -1> <FCS -5> <MP -5> <DCMU -2> <APC -2> <FCS -5> <SMF -3> <APC -1> RECESSED EXTERIOR LED STRIP LIGHTING RECESSED EXTERIOR LED STRIP LIGHTING RECESSED EXTERIOR LED STRIP LIGHTING <MP -5> <MP -5> <FCS -1> <LVR -2> <APC -2> <MET FAB -12> <SMF -3> <FCS -5> <MET FAB -15> <FCS -1> <FCS -5> <SMF -3> <MET FAB -12> <TRS -1> <SMF -3> <MV -1> <DCMU -2> <FCS -5> <SMF -3> <SMF -2> <FCS -1> <TRS -1> <PWP -2> <SMF -3> <MV -1> <DCMU -2> <FCS -5> <FCS -5> <USS -1> <MP -4> <MP -5> <APC -2> <APC -1> BUILDING SIGNAGE, REFER TO ELEVATION RECESSED EXTERIOR LED STRIP LIGHTING RECESSED EXTERIOR LED STRIP LIGHTING <FCS -1> <SMF -3> <SMF -3> <FCS -4> BLADE SIGNAGE, REFER TO ELEVATION <FCS -6> <MET FAB -14> <SMF -3> <FCS -5> <MP -5> <USS -1> <TRS -1> <TRS -1> <SMF -3> <MP -5> <FCS -1> <MV -1> BUILDING SIGNAGE. REFER TO ELEVATION <DMF -4> RECESSED EXTERIOR LED STRIP LIGHTING RECESSED EXTERIOR LED STRIP LIGHTING RECESSED EXTERIOR LED STRIP LIGHTING <SMF -2> <MP -5> <FCS -1> <FCS -5> <MET FAB -12> <TRS -1> <USS -1> <SMF -2> <MV -1> <SMF -2> <MET FAB -14> RECESSED EXTERIOR LED STRIP LIGHTING <MP -5> <MET FAB -16> <MET FAB -14> <MET FAB -16> <FCS -5> <SMF -3> <MET FAB -12> <TRS -1> <TRS -1> <PWP -3> <SMF -2> <TRS -1> <FCS -1> <FCS -4> <MET FAB -12> <FCS -5> <PWP -3> <SMF -2> <USS -1> <TRS -1> <SMF -2> <FCS -5> <APC -1> <MONUMENT SIGNAGE> <FCS -1> <DMF -4> RECESSED EXTERIOR LED STRIP LIGHTING RECESSED EXTERIOR LED STRIP LIGHTING <MP -5> <MET FAB -15> <APC -2> <LVR -2> 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 BUILDING PERSPECTIVES A2 -07 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 KEY PLAN N BUILDING A BUILDING B 1/A2 -06 2/A2 -06 3/A2 -06 4/A2 -06 NTS 2 PERSPECTIVE - NORTH WEST CORNER 1/2" = 1' -0" 1 PERSPECTIVE - NORTH EAST CORNER 1/2" = 1' -0" 3 PERSPECTIVE - EAST CORNER 1/2" = 1' -0" 4 PERSPECTIVE - SOUTHEAST CORNER Parking Area Parking Level Retail Parking Residential Parking Corners Retail GLA 245,339 SF Von Maur GLA 105,619 SF Core Plaza Level 72 0 West End inline GLA 20,475 SF West + Demo At Grade 296 0 West End outlot GLA 18,732 SF East At Grade 117 0 Grand Total GLA 390,165 SF South At Grade 17 0 East Precast deck Plaza Level 139 0 Required Parking Total @ 4 spaces per 1000 SF of GLA 1,561 Spaces PT Deck Mezzanine 0 333 PT Deck Lower Level 944 0 Total Existing Parking 1585 333 Garrison & Dempsey 244 Units Proposed WE demolition -165 West End 277 Units Grand Total 521 Units Proposed WE New Parking Surface 103 Enclosed Level 1 164 Required Parking Total @ 1.2 spaces per Residential Unit 625 Spaces Enclosed Level 2 161 Enclosed LL 8 Total Spaces Required 2,186 Spaces Total Parking to be Provided on Site 1523 666 2189 Spaces Required Provided Delta Total Retail Spaces 1,561 1,523 (38) Total Residential Spaces 625 666 41 Total Spaces 2,186 2,189 3 RETAIL Corners of Brookfield Parking Inventory Prepared with base map dated 01/06/2025 RESIDENTIAL SUMMARY OF SPACES REQUIRED VS. PROVIDED ACROSS PHASE 1 AND PHASE 2 1 A3-03 _______ 3 A3-02 _______ 3 A3-01 _______ 2 A3-02 _______ 1 A3-02 _______ 4 A3-02 _______ 4 A3-03 _______ 5 A3-02 _______ 1 A3-04 _______ 6 A3-02 _______ CC -14 CC -15 7 CC -15 6 CC -15 5 CC -15 3 CC -15 2 CC -15 4 CC -15 1 G M N P MM.1 JJJ PP 1C 1B JJ.5 LL LL MM 1E LLL NN.7 QQ NN MM.2 1B.8 MMM.1 L.5 1C.9 KK.9 L.6 12.1 NN.3 NN.1 NN.8 7 PRIVATE GARAGE PARKING: 8 STALLS 1 WB -67 TRUCK GARBAGE TRUCK GARBAGE TRUCK WB -67 TRUCK 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 LOWER LEVEL PARKING PLAN G1 -21 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 1/16" = 1' -0" 1 LOWER LEVEL PARKING PLAN UP UP UP UP UP UP UP S LORD ST HW Y 94 OFF -RAMP AREA BELOW GRADE SEE LEVEL 02 LEVEL 1 PARKING ENTRY (ACCESS AT LEVEL 02 ABOVE) EXISTING PARKING 13 41 57 20 18 3 4 8 14 18 7 14 FUTURE RETAIL PARKING: 26 17 ? ? 27 30 33 18 13 7 PRIVATE GARAGE PARKING: 164 STALLS EXTERIOR PARKING: 103 1 1 1" = 20' -0" 1 LEVEL 01_PARKING PLAN 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 LEVEL 01 PARKING PLAN G1 -22 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 N UP UP UP ENTRY TO LEVEL 2 PARKING 14 35 54 20 20 9 9 COUNTED ON LEVEL 01 PLAN 10 18 21 PRIVATE GARAGE PARKING: 161 STALLS 9 1" = 20' -0" 1 LEVEL 02 PARKING PLAN 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 LEVEL 02 PARKING PLAN G1 -23 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 N 2026 © Sheet # Sheet Title Revisions 756 North Milwaukee Street, Suite 250 Milwaukee, Wisconsin 53202 p 414.431.8101 NOT FOR CONSTRUCTION The Corners of Brookfield 20111 W Bluemound Road Brookfield, WI 53045 Mandel Group 330 E Kilbourn Avenue Milwaukee, WI 53202 LEVEL 02 PARKING PLAN G1 -23 THE CORNERS OF BROOKFIELD: PHASE II 20111 W BLUEMOUND ROAD BROOKFIELD, WI 53045 CONSTRUCTION DOCUMENT SET Date Issued: 12/19/2025 RINKA project #: 23203 DO NOTENTER STOPWWW WWWWWWWWWW W WWW WW WWWWW S LORD ST N LORD ST I-94 OFFRAMP W. BLUEMOUND ROAD STH 18 BARKER ROAD PROPOSED BUILDINGFF = 869.20 PROPOSED BUILDINGFF = 865.25LOWER LEVELFF = 842.25 W WWWWW WWWWW WWWWWW WWW WWW W PROPOSED UPPERPARKING BUILDINGFF = 880.25 PROPOSED LOWERPARKING BUILDINGFF = 870.25 WW W WW W EVEVEVEVEVEVEV EV W TSS QLR QLR TSS TSS TSS MAU MAU QLR MAU MAU QLR QLR PLP QSO PLP PLP MAU ACB ACB ACB UNH GKE UNH GKE GKE UNH UNH TSS TSS TSS TSS TSS JVC JVC JVC JVC JVC PGD PGD PGD JVC JVC JVC PLP PLP CPR NORTH1" = 20'040' GRAPHICAL SCALE (FEET) PINNACLEENGINEERINGGROUP WISCONSIN OFFICE:20725 WAERTOWN ROAD, SUITE 100BROOKFIELD, WI 53186(262) 754-8888 LANDSCAPEPLANL1-01THE CORNERS OFBROOKFIELD:PHASE II20111 W BLUEMOUND ROADBROOKFIELD, WI 53045Date Issued: 09/20/2024RINKA project #: 23203 DESIGNDEVELOPMENTSET Sheet #Sheet Title Revisions 756 North Milwaukee Street, Suite 250Milwaukee, Wisconsin 53202p 414.431.8101NOT FOR CONSTRUCTION 2025© CODEBOTANICAL NAMECOMMON NAMETREESCPRCotinus coggygria `Royal Purple` TFRoyal Purple Smokebush TFGKEGymnocladus dioicusKentucky Coffee TreePLPPlatanus x acerifolia 'Pyramidalis'Pyramidal London Plane TreeQLRQuercus robur x bicolor 'Long'Regal Prince® OakQSOQuercus x schuettiSwamp Bur OakTSSTilia tomentosa 'Sterling'Sterling Silver LindenUNHUlmus x 'New Horizon'New Horizon ElmEVERGREEN TREESJVCJuniperus virginianaEastern Red CedarPGDPicea glauca `Densata`Black Hills SpruceORNAMENTAL TREESACBAesculus x carnea 'Briotii'Briotii Red HorsechestnutMAUMaackia amurensisAmur Maackia PLANT KEY DO NOTENTER STOPWWW WWWWWWWWWW W WWW WW WWWWW S LORD ST N LORD ST I-94 OFFRAMP W. BLUEMOUND ROAD STH 18 BARKER ROAD PROPOSED BUILDINGFF = 869.20 PROPOSED BUILDINGFF = 865.25LOWER LEVELFF = 842.25 W WWWWW WWWWW WWWWWW WWW WWW W PROPOSED UPPERPARKING BUILDINGFF = 880.25 PROPOSED LOWERPARKING BUILDINGFF = 870.25 WW W WW W EVEVEVEVEVEVEV EV W RPJOJOJORPJOJOJORPRPRPRPRPRPRPRP JVJVJVJVJVSMSMSM JVJVJVJVJVSMSMSMSMABABABABABJRJRJRJRJRHHHHJVJVJVJVJVABABABABABHHJRJRJRJRJRJVHH HJAHJAHJAHJAHJAJSMJSMJSM JSMJSMJSMJSMJSMCNSCNSCNSCNSCNSPCNPCNPCNPCNPCNJRJRJRHP JOJOJOHLHLJRJRJRSMSMSM SMSMSM JRJRJRHLHLHLJRJRJR JVJVJVJOJOJOHHHHHHHHHH JKHLHLHLHLHLJK JRJRJR SMSMSM JRRPRPRPJRJRJRRPRPRPHL JVSMSMSM JOJOJOJVJVJVHHHHHHHHHH SMSMSMHBHBHBHBHB HBHBHBHBHB HBEVEVEVEV EVEVEVEVSMSMSMJIJIVAVAVAHLHLHL(5) SBH(3) JJ(7) HPD(3) MSM (8) DXP(8) HPP(3) CKF(3) JSB(7) ASU(5) RCC(3) CKF(3) SBH (11) LRG(5) PNW(5) PNW(6) SO(6) MLK(6) SO(5) SSS(5) RN(8) NPB(5) SSS (7) PLS(3) PBO(5) PNW(7) SD(24) HS2(9) LRG(12) SSB(1) JJ(10) HSO(3) HMM(1) JJ(5) SAJ(10) MSM(11) GMT(9) HSO(4) HM2(8) SSS(5) NPB(3) NPB(9) SBH(5) PNW(5) LWD(6) NPB(5) PNW(5) HM2(5) LWD (4) PLB(3) PLB (6) PBO(5) LGS(5) LGS(7) PLS(6) MSO(4) HVR (3) LWD(5) LWD(13) BWT(7) HPP(6) ASU(5) HPP(33) GA2(7) MSO(5) CFO(6) HVR(1) PMS(1) PMS(5) CFO(5) PNW(5) PNW(3) PBO(3) PBO(3) SSS(1) HP(14) GA2 (11) GA2(8) BWT(3) SAJ (7) MSM(3) DPX(3) PNW(1) JJ(4) SSB(3) SD2(3) CFO(5) CKF(6) NPB(5) NPB(10) PLS(7) LGS(10) SO(5) CKF(3) SD2(3) CKF(5) CKF (4) SSS(4) SSS(6) MSM(4) DPX(5) HS2(9) SO(5) RN(7) MSM(3) HM2(5) PNW(5) HPP(1) PMS(8) DXP(8) DXP(5) HPP(5) PNW(3) HM2(1) PMS (3) PMS (8) SBH(3) HM2(3) HM2(5) HSO NORTH1" = 20'040' GRAPHICAL SCALE (FEET) PINNACLEENGINEERINGGROUP WISCONSIN OFFICE:20725 WAERTOWN ROAD, SUITE 100BROOKFIELD, WI 53186(262) 754-8888 LANDSCAPEPLANL1-02THE CORNERS OFBROOKFIELD:PHASE II20111 W BLUEMOUND ROADBROOKFIELD, WI 53045Date Issued: 09/20/2024RINKA project #: 23203 DESIGNDEVELOPMENTSET Sheet #Sheet Title Revisions 756 North Milwaukee Street, Suite 250Milwaukee, Wisconsin 53202p 414.431.8101NOT FOR CONSTRUCTION 2025© CODEBOTANICAL NAMECOMMON NAMESHRUBSABAronia melanocarpa 'Iroquois Beauty'Black ChokeberryCNSCotinus coggygria `Nordine`Nordine SmokebushDPXDiervilla x 'G2X885411'Kodiak Red DiervillaHM2Hydrangea arborescens 'NCHA2'Invincibelle Spirit II HydrangeaHVRHydrangea arborescens 'NCHA3'Invincibelle Ruby Smooth HydrangeaHBHydrangea arborescens 'NCHA4'Incrediball Blush HydrangeaHMMHydrangea arborescens 'NCHA7'Invincibelle Mini Mauvette HydrangeaHPHydrangea paniculata `V S`Vanilla Strawberry HydrangeaHLHydrangea paniculata 'SMNHPH'Little Lime Punch HydrangeaHJAHydrangea quercifolia 'JoAnn'Gatsby Pink Oakleaf HydrangeaHHHydrangea quercifolia 'PIIHQ-I'Jetstream Oakleaf HydrangeaPCNPhysocarpus opulifolius `Center Glow`Center Glow NinebarkPBOPotentilla fruticosa 'Minporoug01'Happy Face Orange Bush CinquefoilRPRosa rugosa `Purple Pavement`Purple Pavement Rugosa RoseRNRosa x 'Chewizard'Oso Easy En Fuego™ RoseRCCRosa x 'Coral Cove'Coral Cove RoseSD2Spiraea x 'NCSX2'Double Play Doozie® SpireaSDSpiraea x 'Tracy'Double Play Big Bang SpireaSMSyringa meyeri `Palibin`Dwarf Korean LilacVAViburnum dentatum d 'SMVDBL'All That Glows Arrowwood ViburnumEVERGREEN SHRUBSEVEuonymus fortunei 'Vegetus'Bigleaf WintercreeperJIJuniperus chinensis `Iowa`Iowa JuniperJOJuniperus chinensis `Old Gold`Old Gold JuniperJKJuniperus chinensis `Pfitzeriana Kallays`Kallay Compact JuniperJRJuniperus chinensis `Sea Green`Sea Green JuniperJJJuniperus chinensis 'SMNJCHM'Montana Moss JuniperJSBJuniperus sabina `Buffalo`Buffalo JuniperJSMJuniperus scopulorum 'Moonglow'Moonglow JuniperJVJuniperus virginiana `Grey Owl`Grey Owl JuniperPMSPinus mugo `Slowmound`Slowmound Mugo PineORNAMENTAL GRASSESCFOCalamagrostis x a `Overdam`Overdam Reed GrassCKFCalamagrostis x a 'Karl Foerster'Karl Foerster Reed GrassMLKMiscanthus sinensis 'Little Kitten'Little Kitten Eulalia GrassMSMMiscanthus sinensis 'Malepartus'Malepartus MiscanthusMSOMiscanthus sinensis 'Oktoberfest'Oktoberfest MiscanthusPNWPanicum virgatum 'Northwind'Northwind Switch GrassSBHSchizachyrium scoparium 'B. H.'Blue Heaven Little BluestemSSSSchizachyrium scoparium 'Smoke Signal'Smoke Signal Little BluestemSSBSchizachyrium scoparium 'The Blues'The Blues Little BluestemPERENNIALSASUAchillea millefolium 'Summer Berries'Summer Berries Mix Common YarrowBWTBergenia cordifolia 'Winterglut'Winterglow Heartleaf BergeniaDXPDianthus x 'WP Passion'Scent First Passion DianthusGA2Gaillardia aristata 'Arizona Sun'Arizona Sun Blanket FlowerGMTGeum x `Mai Tai`Mai Tai Grecian RoseHSOHemerocallis `Stella De Oro`Stella De Oro DaylilyHPDHemerocallis x `Purple D`oro`Purple D`oro DaylilyHS2Hemerocallis x 'Stella in Red'Stella in Red DaylilyHPPHeuchera m 'Palace Purple'Palace Purple Coral BellsLGSLeucanthemum superbum 'Goldfinch'Goldfinch Shasta DaisyLRGLeucanthemum x superbum 'Real Goldcup'Real Goldcup Shasta DaisyLWDLeucanthemum x superbum 'Whoops-a-Daisy'Whoops-a-Daisy Shasta DaisyNPBNepeta x faassenii `Purrsian Blue`Purrsian Blue CatmintPLBPerovskia atriplicifolia 'Lisslitt'Lacey Blue Russian SagePLSPerovskia atriplicifolia 'Little Spire'Little Spire Russian SageSAJSedum `Autumn Joy`Autumn Joy SedumSOSymphyotrichum o 'October Skies'October Skies Fall AsterSYMBOLBOTANICAL NAMECOMMON NAMEGROUND COVERSTurfReinders - Cadet 70/30 Fescue/Blue Mix PLANT KEY SOIL PLACEMENT NOTES1.LOOSEN SUBGRADE TO A MINIMUM DEPTH INDICATED IN PLANTING NOTES USING ACULTI-MULCHER OR SIMILAR EQUIPMENT, AND REMOVE STONES MEASURING OVER 1-1/2INCHES IN ANY DIMENSION, STICKS, RUBBISH AND OTHER EXTRANEOUS MATTER. AREASADJACENT TO WALKS AND PAVEMENT SHALL BE FREE OF EXCESS STONE AND PAVINGMATERIALS SO AS TO PROVIDE AN UNINTERRUPTED CROSS SECTION OF SOIL. INTERNALPARKING ISLANDS SHALL BE LOOSENED TO A DEPTH OF 30".2.THOROUGHLY BLEND PLANTING SOIL MIX FOR PLANTING BED AREAS. (1 PART EXISTINGSOIL, 1 PART TOPSOIL, 1 PART ORGANIC SOIL AMENDMENT, 2.9 POUNDS PER CUBIC YARDOF 4-4-4 ANALYSIS SLOW-RELEASE FERTILIZER)3.TREE AND SHRUB HOLES SHALL BE FILLED WITH A PREPARED PLANTING MIXTURE OF 1PART TOPSOIL, 2 PARTS PLANTING SOIL MIX.4.SPREAD SOIL AND SOIL AMENDMENTS TO DEPTH INDICATED ON DRAWINGS, BUT NOTLESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. (FINISHGRADE OF PLANTING BEDS SHALL BE 3" BELOW ALL ADJACENT SURFACES. FINISH GRADEOF TURF SEEDING AREAS SHALL BE 1" BELOW ALL ADJACENT HARD SURFACES, WALKS,AND CURBS.)5.PLACE APPROXIMATELY 1/2 OF TOTAL AMOUNT OF SOIL REQUIRED. WORK INTO TOP OFLOOSENED SUBGRADE TO CREATE A TRANSITION LAYER, THEN PLACE REMAINDER OFTHE SOIL. SOIL TRANSITION LAYER SHALL BE TILLED TO A MINIMUM DEPTH OF 6" BELOWTHE DEPTH OF NEWLY PLACED SOIL. PARKING LOT ISLANDS SHALL BE CROWNED TO AHEIGHT OF 6" TO PROVIDE PROPER DRAINAGE UNLESS OTHERWISE NOTED.6.DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELYWET.7.FINISH GRADING: GRADE SOIL TO A SMOOTH, UNIFORM SURFACE PLANE WITH A LOOSE,UNIFORMLY FINE TEXTURE.8.ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES.9.RESTORE PLANTING BEDS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADINGAND BEFORE PLANTING. 1.THE LAYOUT OF ALL PLANTING BEDS AND INDIVIDUAL TREES AND SHRUBS SHALL BESTAKED BY THE CONTRACTOR IN ADVANCE OF INSTALLATION. FLAGGING, STAKES, ORPAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS. ANAPPROVED REPRESENTATIVE WILL REVIEW THESE LOCATIONS WITH THE CONTRACTORAND MAKE MINOR ADJUSTMENTS AS NECESSARY. BED LAYOUT SHALL ALSO INCLUDEPERENNIAL GROUPINGS BY SPECIES.2.THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANTMATERIAL QUANTITIES REQUIRED BY THE LANDSCAPE PLANS. REPORT ANYDISCREPANCIES TO THE LANDSCAPE ARCHITECT.3.NO PLANT MATERIAL OR PLANT SIZE SUBSTITUTIONS WILL BE ACCEPTED WITHOUTAPPROVAL BY THE LANDSCAPE ARCHITECT. ANY CHANGES SHALL BE SUBMITTED TO THELANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION.4.ALL BNB STOCK SHALL BE NURSERY GROWN IN A CLAY LOAM SOIL FOR A MINIMUM OFTHREE GROWING SEASONS WITHIN 200 MILES OF PROJECT LOCATION, IN A ZONECOMPATIBLE WITH USDA HARDINESS ZONE 5A. SEED SHALL BE PROVIDED FROM ANURSERY (WITHIN 200 MILES) WITH A SIMILAR PLANT HARDINESS ZONE AS PROJECTLOCATION. EXISTING SOIL SHALL BE AMENDED PER SOIL ANALYSIS REPORT TO ENSURE APROPER GROWING MEDIUM IS ACHIEVED.5.ALL PLANT MATERIAL SHALL COMPLY WITH STANDARDS DESCRIBED IN AMERICANSTANDARD OF NURSERY STOCK - Z60.1 ANSI. LANDSCAPE ARCHITECT OR OWNERSAUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND POTENTIALLYREJECT ANY PLANT MATERIAL DEEMED TO NOT MEET THE REQUIRED STANDARDS.6.ALL STOCK SHALL BE FREE OF DISEASES AND HARMFUL INSECTS, DAMAGE, DISORDERSAND DEFORMITIES.7.TREES SHALL HAVE SINGLE, STRAIGHT TRUNKS AND WELL BALANCED BRANCH SYSTEMS.MUTLI-STEM TREES SHALL HAVE 3-4 STRAIGHT TRUNKS AND WELL BALANCED BRANCHSYSTEMS. HEIGHT-TO-CALIPER RATIOS SHALL BE CONSISTENT WITH THE LATEST EDITIONOF ANSI Z60.1.8.ROOT SYSTEMS SHALL BE LARGE ENOUGH TO ALLOW FOR FULL RECOVERY OF THE TREE,AND SHALL CONFORM TO STANDARDS AS THEY APPEAR IN THE MOST CURRENT REVISIONOF THE AMERICAN ASSOCIATION OF NURSERYMEN'S AMERICAN STANDARD OF NURSERYSTOCK ANSI Z60.1.9.BNB TREES SHALL BE DUG WITH A BALL OF SOIL, NOT SOFT BALLED OR POTTED ANDSHALL BE FIRM IN THEIR ROOTBALL. ROOT BALL SHALL BE WRAPPED (WITHBIODEGRADABLE MATERIAL). THE TREE ROOT FLARE, OR COLLAR, SHALL BE AT ORWITHIN THE TOP THREE INCHES OF GRADE.10.ALL SPRING TREES MUST BE FRESHLY DUG IN THE MOST RECENT SPRING.11.ALL AUTUMN TREES MUST BE FRESHLY DUG IN THE MOST RECENT AUTUMN.12.TREES SHALL BE ALIVE, HEALTHY AND APPROPRIATELY MOIST, AT TIME OF DELIVERY.TREES SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO SPECIFICATIONREQUIREMENTS AND APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNERSREPRESENTATIVE. THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVERESERVES THE RIGHT TO REJECT ANY TREES THAT DO NOT MEET THE SPECIFICATIONSOR THAT HAVE BEEN DAMAGED DURING SHIPMENT. THE LANDSCAPE INSTALLER MUSTRECEIVE APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY SUBSTITUTIONS ORALTERATIONS.13.ALL PLANT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH PLANTING DETAILS.14.ALL PLANTING BEDS SHALL HAVE A MINIMUM 10" DEPTH OF PREPARED SOIL. WITHAPPROVAL, EXISTING SOIL MAY BE UTILIZED PROVIDED THE PROPER SOIL AMENDMENTSARE TILLED THOROUGHLY INTO THE TOP 10" OF SOIL. REFER TO SOIL PLACEMENT NOTES.15.WHILE PLANTING TREES AND SHRUBS, BACKFILL 23 OF PLANTING HOLE AND WATER TREETHOROUGHLY BEFORE INSTALLING THE REMAINDER OF SOIL MIXTURE. AFTER ALL SOILHAS BEEN PLACED INTO THE PLANTING HOLE WATER THOROUGHLY AGAIN.16.THE CONTRACTOR MUST LABEL ALL TREES WITH THE COMMON AND BOTANICAL NAMESPRIOR TO FINAL INSPECTION.17.OAK TREES SHALL BE TREATED FOR TWO-LINE CHESTNUT BORER BOTH AT THE TIME OFINSTALLATION AND DURING THE SECOND GROWING SEASON.18.ALL PLANTING BEDS SHALL BE MULCHED WITH 3" DEEP SHREDDED HARDWOOD MULCH,AND ALL TREES PLANTED IN TURF AREAS SHALL RECEIVE A 3" DEEP SHREDDEDHARDWOOD MULCHED RING AS SHOWN IN PLANTING DETAILS.19.ALL PLANTING BEDS AND TREE RINGS SHALL HAVE A 4" DEEP TRENCHED BED EDGECREATED BY EITHER A FLAT LANDSCAPE SPADE OR MECHANICAL EDGER. BED EDGESARE TO BE CUT CLEAN AND SMOOTH AS SHOWN ON LANDSCAPE PLANS WITH A CLEANDEFINITION BETWEEN TURF AND PLANTING AREAS.20.ALL TURF SEED AREAS SHALL RECEIVE A MINIMUM OF 6" DEPTH OF TOPSOIL. WITHAPPROVAL, EXISTING SOIL MAY BE UTILIZED PROVIDED THE PROPER SOIL AMENDMENTSARE TILLED THOROUGHLY INTO THE TOP 6" OF SOIL AS INDICATED IN THE SOILPLACEMENT NOTES. REQUIRED AMENDMENTS SHALL BE DETERMINED BASED ON A SOILANALYSIS TO BE PERFORMED. ALL TOPSOIL AMENDMENT SHALL BE AGED WEED FREEMANURE OR CLASS 1 ORGANIC MATTER.21.FOR LAWN SEEDING, APPLY A STARTER FERTILIZER AND SEED UNIFORMLY AT THE RATERECOMMENDED BY MANUFACTURER, AND PROVIDE A MULCH COVERING THAT IS SUITABLETO PROMOTE SEED GERMINATION AND TURF ESTABLISHMENT. CONTRACTOR TO PROVIDEFERTILIZER, SEED, AND MULCH SPECIFICATIONS TO THE LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION. EROSION CONTROL MEASURES ARE TO BEINSTALLED IN THOSE AREAS REQUIRING STABILIZATION ( SWALES, SLOPES EXCEEDING 1:3,AND THOSE LOCATIONS INDICATED IN CIVIL DRAWINGS).22.THE CONTRACTOR TO ENSURE A SMOOTH, UNIFORM QUALITY TURF IS ACHIEVED WITH NOBARE SPOTS LARGER THAN 6" X 6". ANY BARE SPOTS LARGER THAN 6" X6" AT THE END OFESTABLISHMENT PERIOD SHALL BE RESEEDED AT THE CONTRACTORS EXPENSE TOOBTAIN A DENSE, UNIFORM LAWN.23.ALL FINISH GRADING AND LAWN AREAS TO BE INSTALLED BY LANDSCAPE CONTRACTOR.24.ALL DISTURBED AREAS WITHIN THE PROJECT SHALL BE RESTORED TO ORIGINAL ORBETTER CONDITION.25.ALL DISTURBED AREAS OUTSIDE THE LIMITS OF WORK SHALL BE RESTORED TO ORIGINALOR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER.26.THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, INCLUDING ANY IRRIGATIONLINES, PRIOR TO DIGGING. CONSULT DIGGERS HOTLINE.27.TREES SHALL BE INSTALLED NO CLOSER THAN:-10 FEET FROM ANY FIRE HYDRANT- 7 FEET FROM STORM SEWER, SANITARY SEWER LATERALS, AND WATER SERVICE28.THE CONTRACTOR SHALL ENSURE THAT SOIL CONDITIONS AND COMPACTION AREADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE.UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALLAREAS29.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, AND LICENSES NECESSARYFOR THE INSTALLATION OF THIS PLAN.30.THE CONTRACTOR IS TO REVIEW ALL SITE ENGINEERING DOCUMENTS PRIOR TOINSTALLATION. ANY CONFLICTS MUST BE REPORTED TO THE LANDSCAPE ARCHITECT.THESE LANDSCAPE DRAWINGS ARE FOR THE INSTALLATION OF PLANT MATERIALS ONLYUNLESS OTHERWISE STATED.31.THE CONTRACTOR SHALL PROVIDE WATERING AND MAINTENANCE SERVICES FOR APERIOD OF 60 DAYS TO ENSURE VEGETATIVE ESTABLISHMENT. UPON COMPLETION OFTHE PROJECT, CONTRACTOR SHALL SUPPLY THE OWNER IN WRITING WITH ONGOINGWATERING AND MAINTENANCE INSTRUCTIONS.32.PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM TIME OFOWNER ACCEPTANCE. ONLY ONE REPLACEMENT PER PLANT WILL BE REQUIRED DURINGTHE WARRANTY PERIOD EXCEPT IN THE EVENT OF FAILURE TO COMPLY WITH THESPECIFIED REQUIREMENTS.33.THE CONTRACTOR IS RESPONSIBLE TO CONDUCT A FINAL WALK THROUGH WITH THELANDSCAPE ARCHITECT AND OR OWNERS REPRESENTATIVE TO ANSWER QUESTIONS,PROVIDE INSTRUCTIONS, AND ENSURE THAT PROJECT REQUIREMENTS HAVE BEEN MET. GENERAL PLANTING NOTESPINNACLEENGINEERINGGROUP WISCONSIN OFFICE:20725 WAERTOWN ROAD, SUITE 100BROOKFIELD, WI 53186(262) 754-8888 LANDSCAPEGENERAL NOTES& DETAILSL2-01THE CORNERS OFBROOKFIELD:PHASE II20111 W BLUEMOUND ROADBROOKFIELD, WI 53045Date Issued: 09/20/2024RINKA project #: 23203 DESIGNDEVELOPMENTSET Sheet #Sheet Title Revisions 756 North Milwaukee Street, Suite 250Milwaukee, Wisconsin 53202p 414.431.8101NOT FOR CONSTRUCTION 2025© TREE WITH STRONG CENTRAL LEADER (DO NOT CUT LEADER)PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES.TREE STAKING IF REQUIRED (ONLY 1 OF 3 @ 120 DEG. SHOWNFOR CLARITY). STEEL STAKES & FLEXIBLE GUYING MATERIAL.FLAG GUYS FOR SAFETYTREE WRAP TO FIRST BRANCH (MAPLES AND OTHER THIN BARKEDDECIDUOUS TREES). PLACE WRAP IN LATE FALL AND REMOVEEARLY SPRING.4' X 4" A.M. LEONARD RIGID PLASTIC MESH TREE GUARD, BG48TREE WATERING BAG. INSTALL SAME DAY TREE IS PLANTED. BAGSHALL BE FILLED ONCE PER WEEK THROUGH THE MAINTENANCEPERIOD.CROWN OF ROOT BALL 1" ABOVE FINISHED GRADE LEAVINGTRUNK FLARE VISIBLE AT TOP OF ROOT BALL.3" DEEP SHREDDED HARDWOOD MULCH IN 6'-0" DIAMETER RING. DONOT PLACE MULCH IN CONTACT WITH TREE TRUNK. NO MOUNDING.PROVIDE MULCH WEEDING ONCE PER MONTH THROUGHMAINTENANCE PERIOD.ROUGHEN EDGES OF PLANTING PIT.PLANTING MIXTURE BACKFILL TAMP PLANTING MIX AROUND BASETO STABILIZE TREE. INSTALL (1) SLOW RELEASE FERTILIZERPACKET FOR EVERY CALIPER INCH OF TREE. INSTALL AGAINSTROOT BALL.REMOVE ALL TWINE, ROPE, WIRE, BURLAP AND PLASTIC WRAP FROMTOP HALF OF ROOT BALL. IF WIRE BASKET, CUT IN (4) PLACESAROUND THE ROOT BALL AND FOLD DOWN 8" INTO PLANTING PIT.ROOT BALL ON UNEXCAVATED OR COMPACTED PEDESTAL TOPREVENT SETTLING (1/2 - 2/3)OF TREEHEIGHTDEPTH OFROOT BALL6"ROOT BALLEXCAVATE TREE PIT TO BE ATLEAST 2 TIMES WIDER THAN ROOT BALLTREE PLANTING1/4" = 1'-0"1329343-01 IF NEEDED, PRUNE TO REMOVE DAMAGED, BROKEN, OR OVERLAPPINGBRANCHES ONLY AFTER PLANTING. PRUNING IS SUBJECT TO TIME OF YEARFOR EACH INDIVIDUAL SPECIES.TREE STAKING (ONLY 1 OF 3 @ 120 DEG. SHOWN FOR CLARITY).3" DIAMETER CEDAR WOOD STAKES & FLEXIBLE GUYINGMATERIAL. FLAG GUYS FOR SAFETY. STAKES SHALL NOT TOUCHTHE SIDES OF ROOT BALL WHEN INSTALLED.CROWN OF ROOT BALL 2" ABOVE FINISHED GRADE LEAVINGTRUNK FLARE VISIBLE AT TOP OF ROOT BALL.3" DEEP SHREDDED HARDWOOD MULCH IN 6'-0" DIAMETER RING. DONOT PLACE MULCH IN CONTACT WITH TREE TRUNK. NO MOUNDING.PROVIDE MULCH WEEDING ONCE PER MONTH THROUGHMAINTENANCE PERIOD.ROUGHEN EDGES OF PLANTING PIT.PLANTING MIXTURE BACKFILL. TAMP PLANTING MIX AROUNDBASE TO STABILIZE TREE. INSTALL (1) SLOW RELEASE FERTILIZERPACKET FOR EVERY 24" OF TREE HEIGHT. INSTALL PACKETAGAINST ROOT BALL.REMOVE ALL TWINE, ROPE, WIRE, BURLAP AND PLASTIC WRAPFROM TOP HALF OF ROOT BALL. IF WIRE BASKET, CUT IN (4)PLACES AROUND THE ROOT BALL AND FOLD DOWN 8" INTOPLANTING PIT.ROOT BALL ON UNEXCAVATED OR COMPACTED PEDESTAL TOPREVENT SETTLING (1/2)OF TREEHEIGHTDEPTH OFROOT BALL6"ROOT BALLEXCAVATE TREE PIT TO BE ATLEAST 2 TIMES WIDER THAN ROOT BALLEVERGREEN TREE PLANTING1/4" = 1'-0" 329343-032 COMPACTED TOPSOIL SAUCER, DONOT EXCEED ANGLE OF REPOSESET ROOT COLLAR FLUSH WITHSLOPE GRADE3" DEEP SHREDDEDHARDWOOD MULCHPLANTING MIXTUREROOT BALLSEE PLANTING DETAIL12" MIN. (TREES)6" MIN. (SHRUB)EXISTING SLOPE TREE PLANTING ON SLOPE3/8" = 1'-0"3329343-02 SCARIFY 4" AND RECOMPACTSUBGRADE SHRUB PLANTINGPRUNE ONLY TO REMOVE DEADOR BROKEN BRANCHES3" MULCHTOPSOILREMOVE ALL TWINE, ROPE, WIRE,BURLAP AND PLASTIC WRAPFROM TOP HALF OF ROOT BALLHAND LOOSEN AND PULL ROOTSOUT OF CONTAINER MATERIAL TOPREVENT PLANT FROMBECOMING ROOT BOUND 10"MIN. PER PLANT SPACING BALLEDANDBURLAPPEDBARE ROOTORCONTAINER BOTTOM OF ROOT FLARE FLUSHWITH FINISHED GRADE BAREROOT PLANTING NOTES: 1.SOAK ROOTS IN WATER FOR AT LEAST ONE HOUR BUT NOT MORE THAN 24 HOURS PRIOR TO PLANTING.2.SCARIFY SIDES AND BOTTOMS OF HOLE.3.PROCEED WITH CORRECTIVE PRUNING OF THE TOP AND BOTTOM ROOTS.4.TRANSFER PLANT DIRECTLY FROM WATER TO HOLE. SET PLANT SO THE ROOT FLARE ISAPPROXIMATELY AT THE FINISHED SOIL ELEVATION. SPREAD ROOTS OUT EVENLY. PLUMB ANDIMMEDIATELY BACKFILL WITH PLANTING SOIL MIX.5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS.6.BACKFILL VOIDS AND WATER SECOND TIME.7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.SHRUB PLANTING1/2" = 1'-0"329333-024 PERENNIAL PLANTING3" MULCHFINISHED GRADE TOP OF MULCHHAND LOOSEN AND PULL ROOTSOUT OF CONTAINER MATERIAL TOPREVENT PLANT FROM BECOMINGROOT BOUNDPLANTING MIXSUBGRADE PER PLANTSPACING 10" PERENNIAL PLANTING1" = 1'-0"53293-01 SHRUB ORPERENNIAL(*)(*)(*) (*) = SPECIFIED PLANT SPACING PER PLANTING LISTPLANT SPACING 3/4" = 1'-0"63293-02 TURFFINISHED GRADESTRAIGHT, CLEAN CUTTHROUGH GRASSMULCH BED45° ANGLE CUT BACK TOFINISHED GRADE OFMULCH BED4" TRENCHED BED EDGE3/4" = 1'-0"73293-03 CODEQTYBOTANICAL NAMECOMMON NAMESIZEREMARKSTREESCPR1Cotinus coggygria `Royal Purple` TFRoyal Purple Smokebush TF5` Ht.12` T x 12` WGKE3Gymnocladus dioicusKentucky Coffee Tree2.5" Cal.50' T x 50' WPLP5Platanus x acerifolia 'Pyramidalis'Pyramidal London Plane Tree2" Cal.55' T x 30' WQLR5Quercus robur x bicolor 'Long'Regal Prince® Oak2" Cal.45' T x 18' WQSO1Quercus x schuettiSwamp Bur Oak2.5" Cal.70' T x 65' WTSS9Tilia tomentosa 'Sterling'Sterling Silver Linden2" Cal.50' T x 40' WUNH4Ulmus x 'New Horizon'New Horizon Elm2.5" Cal.50' T x 40' WEVERGREEN TREESJVC8Juniperus virginianaEastern Red Cedar8` Ht.35` T x 17` W NATIVEPGD3Picea glauca `Densata`Black Hills Spruce6` Ht.30' T x 15' WORNAMENTAL TREESACB3Aesculus x carnea 'Briotii'Briotii Red Horsechestnut2" Cal.30' T x 30' WMAU5Maackia amurensisAmur Maackia2" Cal.25` T x 25` WSHRUBSAB10Aronia melanocarpa 'Iroquois Beauty'Black Chokeberry24" Ht.3' T x 5' WCNS5Cotinus coggygria `Nordine`Nordine Smokebush36" Ht.10' T x 10' WDPX7Diervilla x 'G2X885411'Kodiak Red Diervilla24" Ht.3' T X 4' WHM221Hydrangea arborescens 'NCHA2'Invincibelle Spirit II Hydrangea24" Ht.4' T x 4' WHVR10Hydrangea arborescens 'NCHA3'Invincibelle Ruby Smooth Hydrangea24" Ht.3' T x 3' WHB11Hydrangea arborescens 'NCHA4'Incrediball Blush Hydrangea24" Ht.5' T x 5' WHMM3Hydrangea arborescens 'NCHA7'Invincibelle Mini Mauvette Hydrangea24" Ht.3' T x 3' WHP2Hydrangea paniculata `V S`Vanilla Strawberry Hydrangea24" Ht.6` T x 5` WHL17Hydrangea paniculata 'SMNHPH'Little Lime Punch Hydrangea24" Ht.4' T x 5' WHJA5Hydrangea quercifolia 'JoAnn'Gatsby Pink Oakleaf Hydrangea36" Ht.8' T x 8' WHH14Hydrangea quercifolia 'PIIHQ-I'Jetstream Oakleaf Hydrangea24" Ht.5' T x 5' WPCN5Physocarpus opulifolius `Center Glow`Center Glow Ninebark36" Ht.8' T x 8' WPBO15Potentilla fruticosa 'Minporoug01'Happy Face Orange Bush Cinquefoil18" Ht.2.5' T x 3' WRP16Rosa rugosa `Purple Pavement`Purple Pavement Rugosa Rose24" Ht.5' T x 5' WRN10Rosa x 'Chewizard'Oso Easy En Fuego™ Rose24" Ht.4' T x 3' WRCC10Rosa x 'Coral Cove'Coral Cove Rose24" Ht.3' T x 3' WSD26Spiraea x 'NCSX2'Double Play Doozie® Spirea18" Ht.3' T x 3' WSD7Spiraea x 'Tracy'Double Play Big Bang Spirea18" Ht.3' T x 3' WSM25Syringa meyeri `Palibin`Dwarf Korean Lilac24" Ht.5' T x 5' WVA6Viburnum dentatum d 'SMVDBL'All That Glows Arrowwood Viburnum24" Ht.5' T x 5' WEVERGREEN SHRUBSEV8Euonymus fortunei 'Vegetus'Bigleaf Wintercreeper24" Ht.4' T x 5' WJI4Juniperus chinensis `Iowa`Iowa Juniper7` Ht.10` T x 5` WJO15Juniperus chinensis `Old Gold`Old Gold Juniper24" W3` T x 5` WJK2Juniperus chinensis `Pfitzeriana Kallays`Kallay Compact Juniper18" Ht.3` T x 6` WJR29Juniperus chinensis `Sea Green`Sea Green Juniper18" Ht.5` T x 6` WJJ9Juniperus chinensis 'SMNJCHM'Montana Moss Juniper24" W3' T x 4' WJSB6Juniperus sabina `Buffalo`Buffalo Juniper2` W1` T x 7` WJSM8Juniperus scopulorum 'Moonglow'Moonglow Juniper7` Ht.20' T x 8' WJV23Juniperus virginiana `Grey Owl`Grey Owl Juniper24" Ht.3` T x 5` WPMS7Pinus mugo `Slowmound`Slowmound Mugo Pine24" Ht.3` T x 3` WORNAMENTAL GRASSESCFO13Calamagrostis x a `Overdam`Overdam Reed Grass1 gal.24" T x 24" WCKF30Calamagrostis x a 'Karl Foerster'Karl Foerster Reed Grass1 gal.36" T x 24" WMLK6Miscanthus sinensis 'Little Kitten'Little Kitten Eulalia Grass1 gal.15" T x 15" WMSM36Miscanthus sinensis 'Malepartus'Malepartus Miscanthus1 gal.48" T x 30" WMSO13Miscanthus sinensis 'Oktoberfest'Oktoberfest Miscanthus1 gal.48" T x 36" WPNW48Panicum virgatum 'Northwind'Northwind Switch Grass1 gal.42" T x 28" WSBH33Schizachyrium scoparium 'B. H.'Blue Heaven Little Bluestem1 gal.30" T x 30" WSSS29Schizachyrium scoparium 'Smoke Signal'Smoke Signal Little Bluestem1 gal.36" T x 24" WSSB16Schizachyrium scoparium 'The Blues'The Blues Little Bluestem1 gal.16" T x 18" WCODEQTYBOTANICAL NAMECOMMON NAMESIZESPACINGREMARKSPERENNIALSASU20Achillea millefolium 'Summer Berries'Summer Berries Mix Common Yarrow4.5" cont.24" o.c.24" T x 24" WBWT21Bergenia cordifolia 'Winterglut'Winterglow Heartleaf Bergenia4.5" cont.18" o.c.12" T x 18" WDXP32Dianthus x 'WP Passion'Scent First Passion Dianthus4.5" cont.12" o.c.9" T x 12" WGA258Gaillardia aristata 'Arizona Sun'Arizona Sun Blanket Flower4.5" Cont.14" o.c.12" T X 14" WGMT11Geum x `Mai Tai`Mai Tai Grecian Rose4.5" Cont.14" o.c.16" T x 12" WHSO24Hemerocallis `Stella De Oro`Stella De Oro Daylily4.5" Cont.20" o.c.12" T x 20" WHPD14Hemerocallis x `Purple D`oro`Purple D`oro Daylily4.5" Cont.20" o.c.16" T x 20" WHS229Hemerocallis x 'Stella in Red'Stella in Red Daylily4.5" cont.18" o.c.18" T x 16" WHPP38Heuchera m 'Palace Purple'Palace Purple Coral Bells4.5" cont.18" o.c.18" T x 18" WLGS17Leucanthemum superbum 'Goldfinch'Goldfinch Shasta Daisy4.5" cont.22" o.c.18" T x 22" WLRG20Leucanthemum x superbum 'Real Goldcup'Real Goldcup Shasta Daisy4.5" cont.18" o.c.36" T x 18" WLWD18Leucanthemum x superbum 'Whoops-a-Daisy'Whoops-a-Daisy Shasta Daisy4.5" cont.22" o.c.15" T x 22" WNPB33Nepeta x faassenii `Purrsian Blue`Purrsian Blue Catmint4.5" cont.24" o.c.14" T x 24" WPLB7Perovskia atriplicifolia 'Lisslitt'Lacey Blue Russian Sage4.5" cont.24" o.c.18" T x 24" WPLS24Perovskia atriplicifolia 'Little Spire'Little Spire Russian Sage4.5" cont.24" o.c.24" T x 24" WSAJ8Sedum `Autumn Joy`Autumn Joy Sedum4.5" Cont.24" o.c.12" T x 24" WSO31Symphyotrichum o 'October Skies'October Skies Fall Aster4.5" cont.20" o.c.24"T x 24" WSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEREMARKSGROUND COVERS15,114 sfTurfReinders - Cadet 70/30 Fescue/Blue Mixseed PLANT SCHEDULE The WestBrookfield, WI Designer Date 12/16/2025 Scale Not to Scale Drawing No. V3 Summary 1 of 1 All light levels are approximate. Values will vary due to actual LED/driver combinations, reflectances (currently set at 80/50/20), environmental conditions, and obstructions. Calculations are based on our interpretation of information provided to us. This design remains the property of Spectrum Lighting and may not be altered without written permission. *No substitutions shall be allowed without prior approval from engineer of record and lighting designer. Statistics Description Symbol Avg Max Min Max/Min Avg/Min Parking/Drive Area 1.5 fc 3.5 fc 0.2 fc 17.5:1 7.5:1 Property Line 0.1 fc 0.6 fc 0.0 fc N/A N/A 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.7 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 1.4 0.9 0.5 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.2 0.3 1.2 0.8 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.3 0.5 0.6 1.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.8 1.6 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.5 1.1 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.3 0.5 0.4 1.0 1.1 0.5 0.6 0.8 1.1 1.3 0.8 0.5 0.4 0.2 0.1 0.1 0.4 1.2 2.2 0.3 0.2 1.1 0.9 0.6 0.4 0.3 0.1 0.2 0.8 0.2 0.2 1.3 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 1.2 0.9 0.6 0.4 0.3 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.4 0.3 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.4 0.4 0.4 1.0 0.2 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.6 0.9 2.5 0.3 0.2 1.1 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 1.5 2.4 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.3 0.4 0.8 0.9 0.6 0.1 0.1 0.4 0.4 1.0 1.7 1.1 1.0 0.7 0.1 0.1 0.1 0.3 1.6 1.6 2.6 0.8 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.5 1.2 2.0 0.6 0.1 0.3 0.5 0.4 1.0 0.8 0.6 0.7 0.8 0.1 0.2 0.5 0.4 2.6 1.9 1.2 0.8 0.8 0.3 1.2 2.2 2.7 2.3 1.9 0.6 0.1 0.1 0.1 0.1 0.2 0.6 1.1 1.7 1.9 0.5 0.1 0.2 0.3 0.3 0.2 0.3 0.3 0.3 0.5 0.9 0.6 0.1 0.3 0.5 0.6 1.8 1.3 0.8 0.5 0.2 1.0 2.5 2.3 2.3 1.5 1.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.9 1.7 2.3 2.2 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.4 0.8 1.3 1.7 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.5 0.8 1.9 2.0 1.8 1.5 1.3 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 1.7 2.3 2.1 1.9 1.6 1.4 1.2 1.1 1.2 1.3 1.2 1.2 1.1 0.8 0.6 0.4 0.3 0.1 0.1 0.1 0.2 0.4 0.5 0.7 0.8 0.6 2.1 2.4 2.5 2.2 1.9 1.6 1.3 1.1 1.3 1.6 1.5 1.4 1.3 0.9 0.6 0.4 0.3 0.1 0.1 0.2 0.3 0.5 1.0 1.1 1.0 0.9 2.3 2.5 2.4 1.0 2.0 1.7 1.5 1.4 1.5 1.7 1.4 0.8 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.2 1.3 1.4 1.5 1.2 0.9 0.5 0.3 0.1 0.1 1.2 1.2 1.1 0.8 0.6 0.4 0.5 0.3 0.1 0.1 0.1 0.1 0.3 1.8 0.5 0.4 0.3 0.5 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.8 0.7 0.5 0.3 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.6 0.5 0.5 0.6 0.7 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 1.3 2.1 3.1 0.9 1.1 1.1 1.1 1.3 1.0 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.7 1.2 2.5 1.1 3.5 2.5 1.8 1.4 1.4 1.0 1.2 1.6 2.2 2.0 2.1 2.3 2.3 2.3 2.5 2.5 2.2 2.1 1.9 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 1.1 1.4 1.2 0.9 0.9 0.9 0.9 1.1 1.4 0.6 0.5 0.4 0.5 0.6 0.8 1.2 1.6 1.7 1.8 1.8 1.8 2.2 2.0 2.0 1.9 1.8 2.0 2.0 2.0 2.0 1.8 2.1 1.9 2.4 2.5 2.5 2.6 2.6 2.6 2.8 2.9 2.7 2.4 2.2 1.9 1.7 1.5 1.3 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.6 0.4 0.4 0.4 0.4 0.5 0.8 1.2 1.8 2.5 0.7 1.0 1.3 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.6 1.0 2.2 2.9 2.9 3.1 2.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.8 1.4 1.6 1.4 1.3 1.3 1.4 1.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 0.7 0.7 0.7 0.9 1.1 1.4 0.3 0.2 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.3 1.8 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.6 0.8 1.1 1.6 1.3 0.3 0.2 0.1 0.1 0.1 0.1 0.3 0.4 0.6 0.9 1.4 1.3 1.3 1.3 0.9 0.7 0.6 0.6 0.7 0.9 1.2 1.5 1.2 1.9 1.9 1.9 2.1 1.6 2.0 2.0 1.9 2.1 2.0 1.7 2.0 2.0 2.2 2.0 1.8 1.6 1.3 1.1 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.4 0.6 0.8 1.0 1.1 1.1 1.0 0.8 0.6 0.5 0.5 0.6 0.8 1.1 1.5 1.6 1.7 1.8 1.8 2.0 1.8 1.8 1.8 1.7 1.9 1.9 1.9 1.9 1.8 2.0 1.8 1.5 1.4 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.2 1.5 1.5 1.6 1.6 1.6 1.7 1.6 1.6 1.5 1.6 1.7 1.7 1.7 1.6 1.7 1.7 1.5 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.4 0.4 0.6 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.1 0.9 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.9 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 1.3 2.4 2.3 2.6 2.2 0.4 0.8 1.3 2.1 2.4 2.4 2.1 1.6 1.0 0.7 0.6 0.8 1.2 1.6 1.8 1.8 1.8 1.6 1.3 1.1 0.9 0.8 0.8 0.7 2.4 2.1 1.3 0.9 0.7 0.7 0.9 1.1 1.2 1.3 1.4 1.5 1.5 1.3 1.2 1.1 1.1 0.9 2.0 2.5 2.3 1.9 1.4 0.9 0.6 0.6 0.7 0.8 0.9 1.1 1.4 1.6 1.6 1.6 1.6 1.6 1.5 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No Shield (2) LEDgine ARRAY(S) DRIVEN AT 700mA 1 7528 1 68 S1B HS 8 MPTC-72W32LED4K-G3- LE4-HS UrbanScape LED Post-Top (MPTC), 32 LED's, 4000K CCT, TYPE LE4-HS OPTIC, House-side Shield (2) LEDgine ARRAY(S) DRIVEN AT 700mA 1 5333 1 68 S2 16 MPTC-72W32LED4K-G3- LE5 UrbanScape LED Post-Top (MPTC), 32 LED's, 4000K CCT, TYPE LE5 OPTIC, No Shield (2) LEDgine ARRAY(S) DRIVEN AT 700mA 1 7671 1 68 EX S2 6 MPTC-72W32LED4K-G3- LE5 UrbanScape LED Post-Top (MPTC), 32 LED's, 4000K CCT, TYPE LE5 OPTIC, No Shield (2) LEDgine ARRAY(S) DRIVEN AT 700mA 1 7671 1 68 EX S3A 3 MPTC-55W32LED4K-G3- LE3 UrbanScape LED Post-Top (MPTC), 32 LED's, 4000K CCT, TYPE LE3 OPTIC, No Shield (2) LEDgine ARRAY(S) DRIVEN AT 530mA 1 5945 1 108 KLOA, Inc. Transportation and Parking Planning Consultants 9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018 p: 847-518-9990 | f: 847-518-9987 M EMORANDUM TO: Tom Kafkes Newfield Holdings, LLC F ROM: Andrew Bowen Senior Consultant Luay R. Aboona, PE, PTOE Principal DAT E: June 23, 2026 SU BJECT: Parking Supply Evaluation Proposed West End at Corners of Brookfield Brookfield Wisconsin A ttached is a revised C hapter Six from the Traffic Impact Study (TIS) prepared by KLOA, Inc. for the proposed West End at Corners of Brookfield in Brookfield, Wisconsin. The chapter includes the parking supply evaluation for the development and has been updated to reflect the most recent plan and daily occupancy information. A r evised TIS is being prepared in coordination with WISDOT and the finalized version will include this revised parking evaluation. 6. Parking Evaluation The parking supply of the proposed The West End development and the Corners of Brookfield was evaluated to determine if the proposed parking supply would adequately accommodate the projected peak parking demand. Parking Supply Existing Conditions Corners of Brookfield currently consists of the following uses and parking: • 350,958 square feet of retail and restaurant space (includes vacancies) served by 1,585 parking spaces. • 244 apartment units served by 333 reserved parking spaces. Proposed Conditions With the completion of the proposed development, The Corners of Brookfield, including The West End, will consist of the following uses and parking: • 390,165 square feet of retail and restaurant space served by 1,523 parking spaces with the following estimated uses: o 289,891 square-feet of retail space o 39,906 square-feet of grocery store space o 27,398 square-feet of Sit-down/family restaurant space o 7,841 square-feet of fast casual restaurant space o 11,754 square-feet of fine dining restaurant space o 13,375 square-foot theater (402 seats) • 521 apartment units served by 666 reserved parking spaces. o West End Development adding 277 units with 333 reserved parking spaces. Evaluation of the West End Residential Parking Parking for the proposed apartment buildings will be accommodated primary within the proposed parking garage, but can also be accommodated within the existing reserved residential spaces. As such, the parking for the residential spaces was evaluated together. Based on peak parking demand rates from the ITE Parking Generation Manual, 6th Edition the peak parking demand was estimated as follows: • ITE LUC 218 (Multifamily Housing, Mid-Rise, One Bedroom) o Peak parking demand rate on a weekday: 0.68 • ITE LUC 221 (Multifamily Housing, Mid-Rise, Two+ Bedroom) o Peak parking demand rate on a weekday: 1.23 o Peak Parking Demand Rate on a weekend: 1.04 • Estimated Parking Demand o 204 One Bedroom/Studio units, 138 Spaces needed o 73 Two+ Bedroom units, 90 Spaces needed o 228 spaces needed o Surplus of 105 spaces Based on parking rate agreed on in the existing approved PUD, the following was determined: • Approved PUD rate: 1.2 spaces per unit • West End: 277 Proposed Units o 332 spaces needed o Surplus of 1 space • Full Corners of Brookfield (Including West End): 521 Units o 625 spaces needed o Surplus of 41 spaces As can be seen, the existing rate from the approved PUD is higher than the rate from ITE survey data. Further, a surplus of parking spaces are being provided compared to both ITE data and the existing PUD rate. Evaluation of the Retail Parking Supply In order to determine the total projected peak parking demand of the non -residential uses (retail, restaurant, entertainment) within the corners of Brookfield the parking demand was estimated based on rates from the ITE Parking Generation Manual, 6th Edition for a weekday and a Saturday. Table 1 shows the estimated peak parking demand for each use type. These parking demands were then distributed hourly based on time of day parking factors published in the Urban Land Institute (ULI) Shared Parking Manual, Second Edition. Tables 2 and 3 shows the estimated peak parking demand of the development by hour As can be seen, the estimated peak parking demand of the non-residential uses is 1,035 spaces on a weekday and 1,287 spaces on a weekend. This results in a parking surplus of 236 spaces. Table 1 PROJECTED PEAK PARKING DEMAND FOR EACH USE TYPE – CORNERS OF BROOKFIELD Use ITE LUC Size (Square Feet) Weekday Peak Parking Demand Weekend Peak Parking Demand General Retail 820 289,891 484 704 Grocery Store 850 39,906 99 117 Fast Casual Restaurant 930 7,841 77 62 Fine Dining Restaurant 931 11,754 190 214 Sit-down/Family Restaurant 932 27,398 246 316 Live Theater 441 13,375 (402 Seats) 101 101 Table 8 HOURLY PROJECTED PEAK PARKING DEMAND - WEEKDAY – CORNERS OF BROOKFIELD Time Retail Grocery Fast Casual Dining Fine Dining Family Restaurant Live Theater Total 12:00 PM 484 84 77 143 246 1 1,035 1:00 PM 484 89 77 143 221 1 1,015 2:00 PM 460 94 69 124 123 1 871 3:00 PM 412 96 46 76 111 1 742 4:00 PM 412 99 42 95 111 1 760 5:00 PM 412 99 46 143 184 1 885 6:00 PM 436 99 65 181 197 1 979 7:00 PM 387 84 61 190 197 25 944 8:00 PM 315 54 38 190 197 101 895 9:00 PM 218 34 23 190 147 101 713 10:00 PM 73 20 15 181 135 0 424 11:00 PM 24 5 8 143 184 0 364 Table 9 HOURLY PROJECTED PEAK PARKING DEMAND - WEEKEND – CORNERS OF BROOKFIELD Time Retail Grocery Fast Casual Dining Fine Dining Family Restaurant Live Theater Total 12:00 PM 669 117 62 107 316 1 1,272 1:00 PM 704 117 62 118 269 17 1,287 2:00 PM 704 117 56 96 205 67 1,245 3:00 PM 669 117 37 96 126 67 1,112 4:00 PM 634 117 34 96 142 1 1,024 5:00 PM 564 105 37 129 190 1 1,026 6:00 PM 528 58 53 193 221 1 1,054 7:00 PM 493 39 50 204 221 25 1,032 8:00 PM 458 29 31 214 205 101 1,038 9:00 PM 352 18 19 193 95 101 778 10:00 PM 211 6 12 193 79 0 501 11:00 PM 70 5 6 193 47 0 321 Occupancy Survey Data The Corners of Brookfield provided average occupancy data for the lower level parking deck for June, August, November, and December, 2025. The lower level parking deck has 944 parking spaces that are automatically monitored. Table 4 and Figure 1 summarize the parking data. It is important to note that the occupancy surveys include December which is typically the highest demand month for retail uses per ULI’s Shared Parking Manual . This is consistent with the provided data which shows December having the highest parking demand on average. The highest parking average occupancy counted occurred on December 13 with an average of 415 spaces occupied and 529 spaces vacant. This indicates that the parking demand of the existing Corners of Brookfield is lower than the theoretical parking demand as estimated based on ITE rates. This further supports the ability of the future parking supply to accommodate the par king demands of the existing and proposed uses. Table 4 SURVEYED PARKING OCCUPANCY – CORNERS OF BROOKFIELD LOWER DECK - 2025 Day of Month June August November December 1 170 227 264 189 2 179 217 160 198 3 179 160 189 189 4 179 179 227 217 5 198 179 227 359 6 227 189 236 396 7 227 189 321 236 8 170 255 340 245 9 208 283 217 245 10 198 170 189 283 11 189 160 217 302 12 208 208 264 396 13 293 170 274 415 14 283 208 302 236 15 198 245 255 236 16 170 245 160 293 17 198 179 170 255 18 198 160 198 245 19 198 189 189 359 20 274 217 208 312 21 274 227 255 236 22 189 245 321 255 23 170 236 179 274 24 198 170 179 151 25 189 160 217 76 26 217 179 283 264 27 217 151 47 236 28 227 170 387 198 29 151 217 208 208 30 170 217 170 255 31 0 160 -- 227 293 283 340 415 0 100 200 300 400 500 600 700 800 900 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Average Occupancy Day of Month FIGURE 1 - SURVEYED PARKING OCCUPANCY CORNERS OF BROOKFIELD LOWER DECK - 2025 June August November December PLANNING & ZONING LLC 1 TOWN OF BROOKFIELD PLAN COMMISSION ZONING REPORT TO: Town of Brookfield Plan Commission FROM: Rebekah Leto, AICP, Town Planner PC MEETING DATE: June 26, 2026 RE: Conditional Use request for an Electronic Changeable Copy Sign for St. John’s Lutheran Church, 20275 Davidson Road, BKFT 1135.012.001 The following report is provided for cursory review prior to action. Specifics relating to the submitted documents of this application may be referenced in the Meeting Packet distributed by the Clerk. Property owner: St. John’s Lutheran Church, Brian Zach Applicant: Lemberg Electric Zoning: I-1 Institutional District Request: Conditional Use request to erect an electronic changeable copy (ECC) sign along S. Barker Road. Project Description St. John’s Lutheran Church is locatedon the southeast corner of Davidson Road and S. Barker Road. The parcel is approximately 4.9 acres. Existing improvements include the church, parking lot and existing sign, which is a monument sign located in the northwest corner of the property. The petitioners are proposing to remove the existing sign and construct a new electronic changeable copy sign on S. Barker Road. The sign size and setbacks are as follows: Proposed Required Sign Area 49 sq. ft. total area EMC – 24.3 SF, less than 50% of the sign area Maximum 70 Sq. ft., with the ECC less than 50% of the total sign face North setback (Davidson Rd) 180 ft. +/- 50 ft. or as otherwise approved by the PC West setback (S. Barker Rd) 10-15 ft. estimated 50 ft. or as otherwise approved by the PC Note: The existing building is 50 ft. from the ROW St. John’s Lutheran Church _ ECC CU PLANNING & ZONING LLC 2 The submitted site plan does not have the exact dimension of the proposed road setback from S. Barker Road shown. However, staff estimates the proposed sign is 10-15 ft. from the edge of the right of way (35-40 ft. from the edge of curb). The recent code amendment allows the Town discretion to determine an appropriate road setback based on the road type, traffic volume, speed limit, and right-of- way. South Barker Road is a high-volume arterial roadway carrying 12,500 average daily trips (per DOT) within a 110-foot right-of-way. The property line measures 60 ft. from the centerline and 25 ft. from the edge of the curb. Roadway safety research shows that a 40-mph road with this traffic level requires a 16 to 18 foot crash safety buffer from the driving lane. Because the property line sits 25 feet back from the curb, the sign is located entirely outside of the vehicle crash hazard zone. Furthermore, driver safety studies show that keeping the sign as close to the property line as possible prevents dangerous distractions. Pushing a sign too far back forces drivers to look completely away from the street to read it. Placing this sign at a 5-foot property setback keeps the message safely within a driver's natural forward view while still protecting the structure from traffic. A discussion with the applicant agreed to a recommended 5 ft. setback from the property line. Another code amendment included the provision that the sign cannot be located along a lot line that is adjacent to a residentially zoned district. This would prohibit the sign from being located along the north and east property lines due to adjacent residential districts. The proposed sign location is on the west property line and is over 200 ft. away from the nearest residences on Davidson Road. The proposed sign hardware has the built-in ability to meet the Town’s illumination limits. According to the plans, the sign includes a built-in light sensor and programming software that lets the installer cap how bright the LEDs can get. Because the sign can technically be turned up brighter if left unprogrammed, staff recommends making it a condition of approval that the applicant lock the software settings. Specifically, the sign must be programmed to never exceed 100 footcandles during the day (6:00 a.m. to 7:00 p.m.) and 45 footcandles at night (7:00 p.m. to 6:00 a.m.) when measured one foot away from the sign face. Conditional Use Requirements for an ECC sign (paraphrased) 1. Only one changeable copy sign on each lot. The proposal complies. 2. Shall not be incorporated into a wall or building-mounted sign. The proposal complies. 3. May be double-faced but [the ECC] shall not exceed 50% of the total sign face area permitted. The proposal complies. 4. Must occupy a secondary position to the name of the tenant occupying the property. The proposal complies. 5. Shall be permanently installed or located. The proposal complies. 6. Shall not interfere with, confuse or present any hazard to pedestrians or vehicular traffic. 7. Shall display static images only. Blinking, flashing, moving, scrolling or animated messages shall not be permitted. Motion display or displays which give the viewer the illusion of motion shall not be permitted. This requirement will be stated within the Conditional Use Order. 8. Shall not change messages, image or displays more than once every 12 hours, or at such other or greater interval as determined by the Town Plan Commission and Town Board when reviewing and acting upon the Conditional Use request. This requirement will be stated within the Conditional Use Order. 9. Used only for the purpose of advertising the name of the individual business or services or activities conducted by the business located on the property. Content is limited to the display of numerical and alphabetical characters and shall not include any display or information relating to any product or service. This requirement will be stated within the Conditional Use Order. St. John’s Lutheran Church _ ECC CU PLANNING & ZONING LLC 3 10. Shall not be used to display political messages. This requirement will be stated within the Conditional Use Order. 11. Display and images must be adjustable to compensate for outdoor lighting levels during the day and evening hours to the Town requirements. The proposal complies. 12. Must be maintained in a good state of repair. This requirement will be stated within the Conditional Use Order. 13. The minimum lot size is 20,000 sq. ft. and the sign must meet the offset and setbacks of the district, unless otherwise approved by the Plan Commission. The lot size and setback from the north lot line comply. The west setback from S. Barker Road requires Plan Commission approval. 14. The sign placement shall not be located along a lot line adjacent to residentially zoned parcels. The proposal complies. Staff Recommendation Staff recommends conditional approval of the request for an electronic changeable copy sign for St. John’s Lutheran Church, located at 20275 Davidson Road, subject to the following conditions: 1. A Conditional Use Order shall be prepared by town staff, signed by the property owner, and recorded by the Town in the Waukesha County Register of Deeds, prior to a sign permit being issued. The Conditional Use Order shall outline the conditions of an Electronic Changeable Copy Sign and the illumination standards as noted in the Code, in addition to the standard conditional use conditions used by the town regarding noncompliance, revocability and nuisance complaints. 2. The Waukesha County Board shall approve the text amendment approved by the Town of Brookfield, prior to a sign permit being issued. 3. The proposed sign shall be a minimum of 5 ft. from the established road right of way of S. Barker Road, which is 30 ft. from the edge of the curb. A revised site plan shall be submitted to Staff showing the final location of the sign, prior to permits being issued. The sign plans meet the required electronic changeable copy conditions for a Conditional Use request, in addition to the recent text amendments. As conditioned, the sign will be set back a safe distance from the road right of way while still allowing drivers to read the sign without having to move their line of vision away from the road entirely. The location of the sign should not impact any nearby residences. The proposal meets the purpose and intent of the Ordinance. 4085 North 128th Street Brookfield, WI 53005 p. 262-781-1500 www.LembergElectric.com 6W-RKQ·V/XWKHUDQ&KXUFK 3UHVFKRRO%URRNILHOG 'DYLGVRQ5RDG%URRNILHOG:LVFRQVLQ 'UDZLQJ3DFNDJH7LWOH6WB-RKQVB/XWKHUDQB%URRNILHOGB0RQXPHQWBBB&$SGI 'DWH &/,(17$33529$/'5$:,1* 7+,6%$1')25/(0%(5*6,*17($06,*1$785(6&OLHQW6LJQV2IILQ$UHDDW%RWWRPRI6KHHW CLIENT DRAWING APPROVAL - PLEASE PROOFREAD ALL DRAWINGS CAREFULLY - Check off the boxes below / sign & date. ,KDYHFKHFNHGWKHIROORZLQJGHWDLOVRQ$//SDJHVDQGDSSURYHSpelling / Copy Content Sign Placement Colors ,KDYHUHYLHZHGSK\VLFDOVDPSOHVRIFRORUVDVOLVWHGLQWKLVGRFXPHQW 'HVLJQ5HYLHZ 6LJQDWXUH 'DWH 6DOHV5HYLHZ 6LJQDWXUH 'DWH2SHUDWLRQV5HYLHZ 6LJQDWXUH 'DWH3URMHFW0DQDJHPHQW5HYLHZ 6LJQDWXUH &OLHQW6LJQDWXUH 'DWH 'DWH Job # 2546-0267 1 of 6 These designs are the exclusive property of Lemberg Electric Inc. Use or duplication without expressed written permission of Lemberg Electric Inc. Is prohibited. Drawings are for conceptual use only. The document represents an approximation of materials & colors. Actual product colors may vary. 4085 North 128th Street Brookfield, WI 53005 p. 262-781-1500 www.LembergElectric.com Client / Location or Project / Sign Classification / Version# or Sheet / Revision# / Drawing Status Date: Scale: N/A Paper Size: 11x17 Signature / Date: Client: 6W-RKQ·V/XWKHUDQ&KXUFK Address: 20275 Davidson Road Location: Brookfield, Wisconsin 53045 Sales Representative: Skip DeBack Project Manager: Jaina Chiolero Designer: Mark Mayzik 06-17-26St_Johns_Brookfield_OVERVIEW_r04_CA 6W-RKQ·V/XWKHUDQ%URRNILHOG0RQXPHQW6LJQ Site Overview x Existing Sign to be Removed Proposed New Sign Location 30 Ft.30 Ft. CLIENT APPROVAL DRAWINGJob # 2546-0267 Sign shown in this photo rendering is approximate, and may be different than actual installation. 2 of 6 These designs are the exclusive property of Lemberg Electric Inc. Use or duplication without expressed written permission of Lemberg Electric Inc. Is prohibited. Drawings are for conceptual use only. The document represents an approximation of materials & colors. Actual product colors may vary. 4085 North 128th Street Brookfield, WI 53005 p. 262-781-1500 www.LembergElectric.com Client / Location or Project / Sign Classification / Version# or Sheet / Revision# / Drawing Status Date: 6FDOHµ ·µ Paper Size: 11x17 Signature / Date: Client: 6W-RKQ·V/XWKHUDQ&KXUFK Address: 20275 Davidson Road Location: Brookfield, Wisconsin 53045 Sales Representative: Skip DeBack Project Manager: Jaina Chiolero Designer: Mark Mayzik 06-17-26St_Johns_Brookfield_MON_v06_r01_CA 6W-RKQ·V/XWKHUDQ%URRNILHOG0RQXPHQW6LJQ 6" POWER Fabricated steel angle frame with diagonal bracing to prevent sag. 1" 3" 4'-0" 2'-0" 3" 2'-2" 3'-5" 7'-3" 9'-2 1/4" 2'-0" 2'-11 1/2" 4 3/4" One (1) Monument Sign - Double Sided Illuminated with Internal White LED Sign Cabinet to have Photo Cell (A) Sign Cabinet: Extruded aluminum body and retainers. 5RXWHG´DOXPLQXPIDFHVFRXQWHUVXQNVFUHZVRQRQHVLGH (B) Graphics: 5RXWHGDQGEDFNHGZLWKZKLWHDFU\OLF³&URVV´KDV´WKLFN SXVKWKUXZLWK0WUDQVOXFHQWILOPRQVWVXUIDFHRIDFU\OLF (C) Full Color EMC: PP:DWFKILUHLQFOXGHVVRIWZDUHZLUHOHVVFRPPXQLFDWLRQV  web based training. See detailed specifications sheet. (D) Masonry Base: Fabricated steel angle frame with diagonal bracing to prevent VDJ&ODGZLWKWKLQEULFN³1HZ%HGIRUG´YHQHHUWRPDWFK architecture. Fabricated aluminum cap. Installation Method: ´[´´ZDOOVTXDUHVWHHOFHQWHUSRVW Sign to saddle mount center post. &HQWHUSRVWVHWLQ´'LDFRQFUHWHIRRWLQJ¶EHORZJUDGH Colors: 1) 3DLQW³3HQQ\:LVH´6:VDWLQILQLVK 2) PDLQW³+DOI&DII´6:VDWLQILQLVK %UXVKHG$OXPLQXPSDLQW0363 %ODFNSDLQWVDWLQILQLVK 0WUDQVOXFHQWILOP6LOYHU Monument Sign Specifications CLIENT APPROVAL DRAWINGJob # 2546-02676 B C 1 2 5 3 4 ´6TXDUH6WHHO3RVW Concrete Footing Ground Rod END VIEW AA D 3 of 6 These designs are the exclusive property of Lemberg Electric Inc. Use or duplication without expressed written permission of Lemberg Electric Inc. Is prohibited. Drawings are for conceptual use only. The document represents an approximation of materials & colors. Actual product colors may vary. 4085 North 128th Street Brookfield, WI 53005 p. 262-781-1500 www.LembergElectric.com Client / Location or Project / Sign Classification / Version# or Sheet / Revision# / Drawing Status Date: Scale: N/A Paper Size: 11x17 Signature / Date: Client: 6W-RKQ·V/XWKHUDQ&KXUFK Address: 20275 Davidson Road Location: Brookfield, Wisconsin 53045 Sales Representative: Skip DeBack Project Manager: Jaina Chiolero Designer: Mark Mayzik 02-12-26St_Johns_Brookfield_MON_IL_v06_r01_CA 6W-RKQ·V/XWKHUDQ%URRNILHOG0RQXPHQW6LJQ Monument Illumination Rendering CLIENT APPROVAL DRAWINGJob # 2546-0267 Illuminarted Effect 4 of 6 These designs are the exclusive property of Lemberg Electric Inc. Use or duplication without expressed written permission of Lemberg Electric Inc. Is prohibited. Drawings are for conceptual use only. The document represents an approximation of materials & colors. Actual product colors may vary. 4085 North 128th Street Brookfield, WI 53005 p. 262-781-1500 www.LembergElectric.com Client / Location or Project / Sign Classification / Version# or Sheet / Revision# / Drawing Status Date: Scale: N/A Paper Size: 11x17 Signature / Date: Client: 6W-RKQ·V/XWKHUDQ&KXUFK Address: 20275 Davidson Road Location: Brookfield, Wisconsin 53045 Sales Representative: Skip DeBack Project Manager: Jaina Chiolero Designer: Mark Mayzik 02-12-26St_Johns_Brookfield_EMC_r01_CA 6W-RKQ·V/XWKHUDQ%URRNILHOG0RQXPHQW6LJQ EMC Detailed Specifications Lemberg Electric Co Inc 9010733 Skip DeBack , Owner / Sales/Designs 4085 N 128th St Ste 100 Brook/f_ield, WI 53005-1812 (262) 781-1500 sdeback@lembergelectric.com QUOTE NUMBER: 2501249.1 (Revision 1 ) DATE: 3/24/2025 Shipping Destination Lemberg Electric Co Inc 4085 N 128th St Ste 100 Brook/f_ield, WI 53005-1812 SIGN ID: 2007011 W10-S Job Site Name: St John's Church & Preschool Address: 20275 Davidson Rd. City: Brook/f_ield State: WI Zip: 53045 OPTIONS Software Ignite OPx (cloud-based, single region) Software Training Web Based Software Training Communications OPx - 4G Wireless with Watch/f_ire Cellular Data Plan Wireless Data Plan Life-of-sign Data Plan Cabinet Separation Standard Up To 15 Feet Power Requirements US 120 Volts Temperature Sensor w/100-Step Photocell w/15 ft Cable Sign Mounting Kit Not Ordered / Not Required Technician On-Site Not Ordered Warranty Standard 5-Year Parts Warranty Spare Parts Kit Not Ordered PRODUCT SPECIFICATIONS Pixel Pitch: W10mm LED RGB Pixel Matrix: 90H X 210W Ventilation Style: Front Ventilation Cabinet Size: 41in H x 7ft 3in L x 5in D Viewing Area: 36in H x 7ft L Cabinet Style: Double Face (Slim) Character Size: 11 lines / 42.0 Characters at a 3" type Approx. Weight: 585.00 Lbs. Warranty: Standard 5 Year Watch/f_ire warranty applies. Mfg. Lead Time: 3-5 weeks (Based on signed quote, receipt of deposit, and artwork approval - if applicable ) Electrical Service: 120 VOLT 26.0 amps ( 13.00 per face) Single Phase Service. Refer to the Installation manual for details on wiring. Based on 18 hours of operation a day, plus or minus 10% depending on how the sign is programmed. Example: 16.2 KWHrs a day x $0.12 = $1.94 /Day STANDARD FEATURES Brightness Daytime 7500 NITs Maximum;Nighttime 700 NITs Maximum Color LED RGB Color Capability Min. 1.2 Quintillion Includes Ignite Graphics Software Video Up to 30FPS Viewing Angles 150 Horizontal/95 Vertical $23,369.00 10mm Highbrightness Color LED Message Center - Front Ventilation Add: 722.00 $0.00 2007011 3/24/2025 $24,091.00 Bronze $0.00 0.00% Brook/f_ield WI Common LTL Carrier True Watch/f_ire cabinets are designed to minimize heat and provide durable protection from the elements. The rear side of our cabinet features mill-/f_inish aluminum. Contact your Watch/f_ire representative if a painted /f_inish is required. VENTILATION DESIGNS Improperly ventilated signs risk overheating, which will aff ect the life and operation of the sign. Front-vent Cabinets (Price Watcher Included) Watch/f_ire front-vent cabinets and Price Watcher models draw air in through vents on the lower edge of the cabinet. Patented multi-chamber cooling provides built-in fans to ensure brighter, longer lasting LEDs with no need for additional wiring or fan kits. DO NOT BLOCK the air intake, exhaust or LED modules located on the front face with any part of the metal cabinet or coverings. CLIENT APPROVAL DRAWINGJob # 2546-0267 5 of 6 These designs are the exclusive property of Lemberg Electric Inc. Use or duplication without expressed written permission of Lemberg Electric Inc. Is prohibited. Drawings are for conceptual use only. The document represents an approximation of materials & colors. Actual product colors may vary. 4085 North 128th Street Brookfield, WI 53005 p. 262-781-1500 www.LembergElectric.com Client / Location or Project / Sign Classification / Version# or Sheet / Revision# / Drawing Status Date: Scale: N/A Paper Size: 11x17 Signature / Date: Client: 6W-RKQ·V/XWKHUDQ&KXUFK Address: 20275 Davidson Road Location: Brookfield, Wisconsin 53045 Sales Representative: Skip DeBack Project Manager: Jaina Chiolero Designer: Mark Mayzik 06-17-26St_Johns_Brookfield_NOTES_r07_CA 6W-RKQ·V/XWKHUDQ%URRNILHOG0RQXPHQW6LJQ 01-23-2025 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(0).pdf Added EMC. - MCM 03-26-2025 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(1).pdf Increased height of sign. - MCM 08-29-2025 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(2).pdf Revised EMC content. (SD) - MCM 12-19-2025 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(3).pdf Revised Shape of cabinet. (SD) - MCM 02-12-2026 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(4)_CA.pdf Added color specs. Created client approval drawing. (SD) - MCM 02-18-2026 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(5)_CA.pdf Moved the location of the new monument sign to the North. (SD) - MCM 06-17-2026 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_3_(6)_CA.pdf Added monument set back from curb distance. (JC) - MCM - - 12-26-2023 / Sign Class: Monument / File Name: St_Johns_Lutheran_Brookfield_Monument_2_(0).pdf Initial drawings completed. - MCM - - - - - - - - - - 12-26-2023 Thin brick to match architecture required. - MCM - - - - - - Notes & Revisions | Check List & Flagged Items Job File Location Design: &XVWRPHU)ROGHUV2QH'ULYH6W-RKQ¶V/XWKHUDQ&KXUFK%URRNILHOG'DYLGVRQ5G Ć&RORUVSURSHUO\VSHFLILHG1 Ć&RORUVSLFNHGE\GHVLJQFOLHQWWRDSSURYH1 Ć(OHYDWLRQGHWDLOVFDOOHGRXW1 Ć(0&FDOORXWVDQGHOHFWULFDOGUDZLQJV1 Ć/('FRORUWHPS1 Ć/RJR$UWGRZHKDYHFOHDQYHFWRUDUW1 Ć3KRWRH\HSODFHPHQW1 Ć306&RORUV1 Ć6DPSOHFRORUVEHLQJSURYLGHGWRFOLHQW1 Ć7 HFKDXGLWLQIR(OHFWULFDO3ODFHPHQW1 Ć7 HFKDXGLWLQIR)RRWHU'HWDLOVRQ'UDZLQJV< CLIENT APPROVAL DRAWINGJob # 2546-0267 6 of 6 PLANNING & ZONING LLC 1 TOWN OF BROOKFIELD STAFF REPORT TO: Town of Brookfield Plan Commission FROM: Rebekah Leto, AICP, Town Planner MEETING DATE: June 23, 2026 RE: Site Plan/Plan of Operation Change for Land and Sea, located at 21675 E. Moreland Blvd, Suite 100 The following report is provided for cursory review prior to action. Specifics relating to the submitted documents of this application may be referenced in the Meeting Packet distributed by the Clerk. Property owner: Sisan, LLC Applicant/Operator: Nick Weeks Business Name: Land and Sea Zoning: B-2 Limited General Business District Project Description and Use The property is 1.56 acres and was recently subject to a rezone from the B-3 District to the B-2 District. The existing building contains multiple units that are currently being modified to accommodate new tenants. One such tenant is a complete change in use from the prior use of the building (office), therefore requiring a Site Plan and Plan of Operation review. The new tenant, Land and Sea, is a specialty retail market offering fresh and frozen meats and seafood, including raw beef, pork, poultry and seafood. The operation will include limited in-house processing and meat grinding, cutting and portioning of meat and fish, vacuum sealing for retail sales, and the preparation of value-added products such as marinated items and sausages. The applicant has indicated that customer traffic is expected to be consistent with a typical neighborhood business. Hours of Operation: Public Hours – Monday-Friday, 10am – 7pm, Saturday 10am – 4pm, Sunday 10am – 2pm Staff Preparation hours: 8 am – 8 pm Building and Floor Plan No changes to the exterior are proposed. The unit is approximately 3,670 sq. ft., of which 1,800 sq. ft. will be used for the retail space that will include meat and seafood cases with prep tables for the employees, freezers for self-serve food and restrooms. The rear portion of the unit contains walk in coolers and an office space, along with a prep kitchen. Land and Sea SPPO PLANNING & ZONING LLC 2 Loading and Unloading: Delivery trucks are proposed to park in the north portion of the parking lot and will be delivered to the unit via hand truck through the entrance on the northeast side of the building. All deliveries will be scheduled during normal business hours. Deliveries are anticipated between 5-10 times per week. Parking: There are 73 spaces on site and a shared parking agreement with Starbucks, per the property owner. No shared parking agreement has been submitted. The lower parking lot is proposed to be resurfaced, with the center parking area being modified to angled parking. Existing and proposed parking counts are as follows: Existing Proposed Upper Parking 44 No change Lower Parking 29 36 (+7) Shared Parking with Starbucks n/a 20 Total 73 100 The proposed uses and required number of space are shown on the proposed site plan exhibit (SP1.1). If the Plan Commission accepts the shared parking agreement with Starbucks property, which is under the same ownership, the proposed use(s) within the building comply with the parking requirements. It should be noted that some of the parking required is beyond what is reasonably needed for the space being used. For example, the existing Shore West Realty office requires 31 spaces per the code; however, it is unlikely that number of spaces are ever necessary for such a use. Landscaping and Open Space: The applicant has prepared an exhibit that shows the existing and proposed parking lot landscaping. With the changes to the lower parking area, the two landscape islands are proposed to be removed. They will be replaced with islands that are in a different configuration that meet the size requirements of the Code. There is also a proposed strip of landscaping along the south property line. However, this landscaping bed is 6 feet deep and reduces the drive aisle to only 18 ft., whereas at least 20 ft. is preferred for the fire department. Specific plants species and densities have not been provided; however, the exhibit shows how the size of the landscaping areas comply with the code. Lighting: No changes to the site lighting are proposed. Topography and Drainage: No changes in grade are proposed. Outdoor Storage: None proposed. Signage: Signage will be proposed to the ARC at a later date. Dumpster: There is an existing dumpster that is enclosed in the northeast (lower) parking lot. The operation is proposing to utilize the existing dumpsters. All organic waste will be placed in properly sealed bags. The operators are also proposing to be under a professional pest control program. Land and Sea SPPO PLANNING & ZONING LLC 3 Staff Recommendation Staff recommends approval of the Site Plan/Plan of Operation for Land and Sea, in addition to the parking lot modifications, for the property known as 21675 E. Moreland Blvd, subject to the following conditions: 1. The parking agreement with the adjacent property to the southwest shall be provided to the Town for their records, prior to Occupancy being granted, in order to comply with the number of parking spaces required on site for the uses within the building. 2. Parking lot islands shall be landscape with the minimum size plantings required by the Ordinance. 3. A revised site plan shall be submitted showing a minimum 20 ft. wide drive aisle to accommodate emergency vehicles. 4. A Permit from the Waukesha County Environmental Health Division shall be provided to the Town Planner prior to Occupancy being granted. 5. All required town permits shall be obtained, including a Building Permit and Occupancy Permits for Building and Fire Inspection. S:\Development Services\Applications\Plan of Operation (PC Review)\2026\Land and Sea 21675 E Moreland\SPPO Land and Sea Staff Report.docx LONGVIEW ROADCITY OF BROOKFIELDTOWN OF BROOKFIELD (30' SERVICE ROAD) 30' 30' CENTER LINE EAST MORELAND BOULEVARDUNITED STATE HIGHWAY "18" 130.00' 132.37' 130.00' 132.37' LOT 7HULBURT HILLSSUBDIVISIONOWNER:GARNI LLC TAX KEY#BKFT 1130047 LOT 8HULBURT HILLSSUBDIVISION LOT 9HULBURT HILLSSUBDIVISION SOUTH PARKLAWN COURT35'30' (VARIABLE PUBLIC R.O.W.) CENTER LINE EXISTING RIGHT-OF-WAY LINEEXISTING RIGHT-OF-WAY LINE EXISTING RIGHT-OF-WAY LINE LOT 1ELDERLAWNACRES LOT 2ELDERLAWNACRES LOT 4ELDERLAWNACRES LOT 4ELDERLAWNACRES TAX KEY#BKFT 1130019OWNER: ROSS TJABS REVOCABLETRUST TAX KEY#BKFT 1130021OWNER: DEMITRAP CONRAD LOT 10HULBURT HILLSADDITION NO. 1OWNER: JEFFREYKAMINSKI TAX KEY#BKFT 1130050 LOT 11HULBURT HILLSADDITION NO. 1OWNER: MARTINA SNOREK TAX KEY#BKFT 1130051 30'30' (VARIABLE PUBLIC R.O.W.) 35' HERITAGE LANE(40' SERVICE DRIVE) EXISTINGBUILDING EXISTINGBUILDING EXISTINGBUILDING EXISTINGBUILDING 97.0' 65.3'3.5'20.1'3.5' 67.7' 7.5'6.5'3.2'28.3'3.2'6.5'7.5' 67.8' 3.5' 3.4'20.0' 65.3' 97.3' 6.1'13.5'6.0' 22.3'11.4' CONCRETE CONCRETE CONCRETE CONCRETE CURB DRIVE OPENING DRIVE OPENING CONCRETE CURB CONCRETE CURB CONCRETE CURB DOOR SILLEL.=909.0BUILDINGHEIGHTEL.=926.2 DOOR SILLEL.=901.7BUILDINGHEIGHTEL.=912.1 CHAIN LINK FENCE SIGN FOUND 1" IRON PIPE0.4' SOUTH, 0.46' EAST FOUND 1" IRON PIPE0.29' WEST, 0.36' SOUTH 13 PARKING STALLS 10 PARKING STALLS 10 PARKING STALLS 11 PARKING STALLS 2PARKINGSTALLS 8 PARKING STALLS 14 PARKING STALLS 5 PARKING STALLS ASPHALT PAVEMENT SANITARYMANHOLERIM=897.998" SW=889.608" NW=889.428" SE=889.42 TREE LINE TREE LINE TREE LINE INLETRIM=907.01 INLETRIM=898.9824" NW=895.2824" SE=895.34CATCH BASINRIM=897.9124" NW=895.41 INLETRIM=897.28 INLETRIM=896.91 CATCH BASINRIM=905.7012" N=901.17 CATCH BASINRIM=907.9812" NE=905.95 12" PVC CULVERTINV.=899.00 18" CMP CULVERT W W W W W W W W W W W W W W W W W W W BLOCK WALLSSW OF PROPERTY LINE BLOCK WALLS 913912911910 909908 907 906 905 904 903 902 901 899 899 900 901 902903904904905 906 907 908909910911912913 919918915 910 909 907 905904 900901902 901900 899 898 89920.4' 20.3'21.5' 14.9'122.1' 30.2'34.9' 34.7'24.3' 24.3'53.4' 53.3' N59°07'00"E 262.37' N30°53'00"W 170.00' S30°53'00"E 75.00' N59°07'00"E 190.00' S30°53'00"E 125.00' S59°07'00"W 190.00' N30°53'00"W30.00' S59°07'00"W 262.37' SANITARYMANHOLERIM=908.328" NE=898.288" SW=898.28 10.0' 10.4' 19.4' 19.7' 129.2' 51.8' SURVEYEDPROPERTY 68,353 SQ. FT.1.5692 ACRESSE CORNER LOT 1ELDERLAWN ACRESP.O.B. OVERHEADTRAFFIC SIGNAL GRASS GRASS GRASS GRASS AA PARKINGEASEMENT PERDOC. 4453003 21.0' 21.0' 21.0' REVOCABLE OCCUPANCYPERMIT DOC. 386772SANITARYMANHOLERIM=904.538" NE=892.208" SW=892.23 REVOCABLE OCCUPANCYPERMIT DOC. 386771 REVOCABLE OCCUPANCYPERMIT DOC. 386770 20' 20' SANITARYSEWER AND WATERMAIN EASEMENTPER DOC. 1626509 ((R) S 59°06'00" W) NORTH SOUTHPARKLAWNCOURT EAST MORELAND BOULEVARDUNITED STATE HIGHWAY "18"SPRINGDALEROADDAVIDSON ROAD LEGAL DESCRIPTION: AS DESCRIBED IN FIDELITY NATIONAL TITLE INSURANCE COMPANY LETTER REPORT NUMBER F-371755 DATED OF APRIL 21, 2021.Lot 1, in Elderlawn Acres, a Subdivision in the Northwest 1/4 of Section 31, in Township 7 North, Range 20 East, in the Town of Brookfield,Waukesha County, Wisconsin.ALSO, Lot 9, in Hulburt Hills Subdivision, of a part of the Northwest 1/4 of Section 31, in Township 7 North, Range 20 East, in the Town of Brookfield,Waukesha County, Wisconsin.AND ALSO, Lot 8, in Hulburt Hills Subdivision, of a part of the Northwest 1/4 of Section 31, in Township 7 North, Range 20 East, in the Town ofBrookfield, Waukesha County, Wisconsin.BKFT1130-018-001 © COPYRIGHT 2021 REVISIONSSHEET PEG JOB No.PEG PMDATESCALE PINNACLE ENGINEERING GROUP PINNACLE ENGINEERING GROUP www.pinnacle-engr.com ENGINEERING I NATURAL RESOURCES I SURVEYING PLAN I DESIGN I DELIVER CHICAGO I MILWAUKEE : NATIONWIDEwww.pinnacle-engr.com111"=30'05/18/2021.2438.00 SURVEY ALTA/NSPS LANDTITLE SURVEY LOT 1 IN ELDERLAWN ACRES AND LOT 8 AND LOT 9 IN HULBURT HILLSSUBDIVISION IN THE NE 1/4 AND NW 1/4 OF THE NW 1/4 SEC. 31, T7N,R20E, TOWN OF BROOKFIELD, WAUKESHA COUNTY, WISCONSIN21675 EAST MORELAND BOULEVARD VICINITY MAPSCALE 1":1000' WISCONSIN OFFICE:20725 WATERTOWN ROAD SUITE 100BROOKFIELD, WI 53186(262)754-8888 LEGEND OF SYMBOLS & ABBREVIATIONS HANDICAP STALL MAIL BOXTELEPHONE MARKER CABLE TV RISER/BOX BUSH TRAFFIC SIGNAL GAS MARKERCONIFER TREE SPOT ELEVATION DECIDUOUS TREEDOWN SPOUT TELEPHONE MANHOLE/VAULT ELECTRIC MANHOLE/VAULTELECTRIC METER/PEDESTAL GAS METERGAS VALVE GUY WIREUTILITY POLE HYDRANT CATCH BASINSTORM INLETSANITARY MANHOLESTORM MANHOLE FOUND 1" IRON PIPESET 3/4" X 18" IRON REBARSECTION MONUMENTSET MAG NAIL WATER MAIN GAS MAINCABLE TELEVISION STORM SEWERSANITARY SEWER TELEPHONE LINEELECTRIC LINEOVERHEAD WIRES WATER VALVE FLOOD LIGHTAIR CONDITIONING UNIT WELLCROSS CUT BENCH MARKCABLE TV MANHOLE/VAULT CLEANOUTLATERAL FIBER OPTIC MANHOLE/VAULTFIBER OPTIC MARKER FIBER OPTIC LINEW FLAG POLEBOLLARDUNKNOWN MANHOLE SPRINKLER VALVE WETLANDS TRANSFORMERTELEPHONE PEDESTAL DUMPSTERWETLAND SYMBOLDIRECTIONAL ARROW BASKETBALL HOOPSIGN LIGHT POLECL.=CENTERLINECONC.=CONCRETEEL.=ELEVATIONEXT.=EXISTINGINV.=INVERTMON.=MONUMENTP.O.B. =POINT OF BEGINNINGP.O.C. =POINT OF COMMENCEMENTR.O.W=RIGHT OF WAYSEC.=SECTIONSQ. FT.=SQUARE FEETW/=WITH(R)=RECORDED AS(D)=DEEDED AS STANDPIPEVENTWATER SHUT OFF TREE LINENO ACCESS WATER MANHOLE NORTH Bearings referenced to the north line Lot8 and Lot 9 of Hulburt Hills Subdivision.The north line has a bearing of N59°07'E. CERTIFICATIONTo: Fidelity National Title Company; SEVAN, LLC, a Wisconsin limited liability company:This is to certify that this map or plat and the survey on which it is based were made in accordancewith the 2021 Minimum Standard Detail Requirements for ALTA/NSPS LAND TITLE SURVEYS, jointlyestablished and adopted by ALTA and NSPS, and includes items 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(c), 8,9, 11(a), 13, 16, 17, 18 & 19 of Table A thereof. The fieldwork was completed on APRIL 23, 2021.______________________John P. Konopacki, PLSLicense No. S-2461Date of Plat or Map: MAY 18, 2021PINNACLE ENGINEERING GROUP, LLC.20725 WATERTOWN ROAD SUITE 100BROOKFIELD, WI 53186Phone: 262-754-8888Fax: 262-754-8850 STATEMENT OF POTENTIAL ENCROACHMENTSAA- Asphalt parking lot, concrete curb and 23 parking stalls located within 30'Service Drive. NOTES CORRESPONDING TO RECORDED DEEDS, EASEMENTS AND RESTRICTIONS:Modification of Building Restrictions, recorded on January 25, 1960 as Document No. 516808. DOES NOT AFFECT THE SURVEYED PROPERTY.Warranty Deed, recorded on August 13, 1963 as Document No. 593534. NOT SURVEY RELATED.Warranty Deed, recorded on July 27, 1964 as Document No. 616183. NOT SURVEY RELATED.Warranty Deed, recorded on July 15, 1965 as Document No. 640444. NOT SURVEY RELATED.Warranty Deed, recorded on October 28, 1969 as Document No. 750258. NOT SURVEY RELATED.Warranty Deed, recorded on January 26, 1970 as Document No. 754604. NOT SURVEY RELATED.Consumer Real Estate Security Agreement, recorded on June 11, 1973 as Document No. 853027. NOT SURVEY RELATED.Warranty Deed, recorded on August 31, 1973 as Document No. 861792. NOT SURVEY RELATED.Land Contract, recorded on February 8, 1984 as Document No. 1245911. NOT SURVEY RELATED.Quit Claim Deed, recorded on February 8, 1984 as Document No. 1245912. NOT SURVEY RELATED.Warranty Deed, recorded on February 8, 1984 as Document No. 1235913. NOT SURVEY RELATED.Findings and Order of the Town Board of the Town of Brookfield Adding Territory to And Enlarging Boundaries of Westbrooke Sanitary District Number One of theTown of Brookfield, Waukesha County, Wisconsin, recorded as Document No. 1295266. AFFECTS THE SURVEYED PROPERTY BUT CANNOT BE PLOTTED.Warranty Deed, recorded on February 2, 1989 as Document No. 1521050. NOT SURVEY RELATED.Warranty Deed, recorded on April 25, 1990 as Document No. 1588593. NOT SURVEY RELATED.Permanent Sanitary Sewer and Water Main Easement, recorded on December 18, 1990 as Document No. 1626509. LIES WITH IN THE SURVEY PROPERTY - ITSLOCATION IS SHOWN.Quit Claim Deed, recorded on December 13, 1994 as Document No. 2012909. NOT SURVEY RELATED.Warranty Deed, recorded on June 17, 2004 as Document No. 3175720. NOT SURVEY RELATED.Consent and Assumption Agreement, recorded on June 17, 2004 as Document No. 3175721. NOT SURVEY RELATED.Warranty Deed, recorded on February 4, 2008 as Document No. 3543218. NOT SURVEY RELATED.Waiver of Annexation Rights, recorded on October 26, 2011 as Document No. 3866054. AFFECTS SURVEYED PROPERTY BUT CANNOT BE PLOTTED.Revocable Occupancy Permit, recorded on November 2, 2011 as Document No. 3867720. ITS LOCATION IS SHOWN. Revocable Occupancy Permit, recorded on November 2, 2011 as Document No. 3867721. ITS LOCATION IS SHOWN.Revocable Occupancy Permit, recorded on November 2, 2011 as Document No. 3867722. ITS LOCATION IS SHOWN.Grant of Easement, recorded on February 11, 2020 as Document No. 4453003. LIES WITH IN THE SURVEY PROPERTY - ITS LOCATION IS SHOWN.TABLE A1.Monuments placed at all corners of the surveyed property boundary.2.Address (as disclosed in Letter Report): 21675 E Moreland Blvd.3.Flood Zone Classification: The property lies with in Zone "X" of the Flood Insurance Rate Map Community Panel No.55133C0218G with an effective date of NOVEMBER 5, 2014. Zone "X" areas are determined to be outside the 0.2%annual chance floodplain.4.Gross Land Area: 68,353 Square Feet (1.5692 Acres).5.Vertical Datum: North American Vertical Datum of 1988(12), (NAVD88). Contours are shown at a 1' interval based onactual ground survey of the current ground terrain. Reference Benchmark: Concrete monument with brass cap at thenortheast corner of the Northwest 1/4 Section 31, Town 7 North, Range 20 East, Elevation = 901.48.6.Letter / Zoning Report not supplied by client at time of survey.7.(a) The exterior dimensions of all buildings at ground level graphically shown on survey. (c) Measured height of buildings graphically shown on survey.8.Substantial features observed in the process of conducting the survey graphically shown on survey.9.There are 47 regular parking spaces and 3 disabled parking spaces clearly designated on the surface of the subjectproperty. Total parking = 50 stalls. There are 23 regular parking stalls located in the 30' service drive, Longview Road.11.Evidence of underground utilities existing or serving the property as determined by plans and/or reports not providedby the client at the time of the survey.10.Names of adjoining owners according to current public records: Shown on Survey.11.No evidence of recent earth moving work, building construction or building additions observed in the process ofconducting the fieldwork.12.No evidence of changes in street right of way lines and street or sidewalk construction or repairs observed in theprocess of conducting the fieldwork.13.Offsite easements, if any, shown on Survey.14.Certificate of Professional Liability Insurance furnished upon request and in effect throughout the contract term. GENERAL NOTES1. Right of Way widths and locations are based on surveys on record.2. The property depicted on the survey has direct physical ingress and egress via Longview Drive, a 30' serviceroad and via South Parklawn Court, a publicly dedicated right of way. No direct physical ingress and egress toEast Moreland Road - United State Highway "18".3. Existing improvements graphically shown on this survey are limited to a predefined "Project Area" specified bythe Owner/Client. Pinnacle Engineering Group, LLC takes no responsibility for improvements outside of this"Project Area".1.Utilities on or above the surface of the surveyed property observed in the process of conducting the fieldworkgraphically shown on the survey. Underground utility locations shown are based on field location markings byDigger's Hotline ticket #20211518261 with a clear date of APRIL 13, 2021. The location and size ofunderground structures and utilities shown hereon have been located based on a reasonable visual observationand are shown for informational purposes only. PINNACLE ENGINEERING GROUP, LLC. does not guaranteethe location of utilities shown. Contact Digger's Hotline prior to the start of any activity. 1" = 30'060' GRAPHICAL SCALE (FEET) WHITE BOXSPACE #1 WHITE BOXSPACE #2 B B OWNERSTORAGE A B B A1.0FLOOR PLAN 259 South Street, Suite AWaukesha, WI 53186p: 833-380-6180 Sheet No. Architect 21675 E Moreland Blvd,Waukesha, WI 53186INTERIOR ALTERATION Project Info. 2604221675 E MORELANDBLVD WHITEBOX2026-05-06 PERMIT SET Sheet Title RevisionsNo.DateDescriptionPermit Set05.06.2026 Drawn byChecked byJRRAMP © 2026 THRIVE ARCHITECTS, LLC FLOOR PLANSCALE: 3/16"=1'-0" (22x34); 3/32"=1'-0" (11x17) SITE PLANSCALE: 1"=20'-0" (22x34)SP1.0SITE PLAN 259 South Street, Suite AWaukesha, WI 53186p: 833-380-6180 Sheet No. Architect 21675 E Moreland Blvd,Waukesha, WI 53186INTERIOR ALTERATION Project Info. 2604221675 E MORELANDBLVD WHITEBOX2026-05-06 PERMIT SET Sheet Title RevisionsNo.DateDescriptionPermit Set05.06.2026 Drawn byChecked byJRRAMP © 2026 THRIVE ARCHITECTS, LLC TYPICAL STOOP SECTION AT EXISTING WALLSCALE: 3/4"=1'-0" (22x34) PlanScale: 1/8" = 1'-0"1 DOOR SCHEDULE DOOR NUMBER ROOM NAME NO. OF PANELS SIZE DOOR TYPE FRAME TYPE FIRE RATING REMARKS WIDTH HEIGHT DOOR SCHEDULE DOOR NUMBER ROOM NAME NO. OF PANELS SIZE DOOR TYPE FRAME TYPE FIRE RATING REMARKS WIDTH HEIGHT DOOR SCHEDULE DOOR NUMBER ROOM NAME NO. OF PANELS SIZE DOOR TYPE FRAME TYPE FIRE RATING REMARKS WIDTH HEIGHT FIRE EXTINGUISHER CABINET1 SCALE: 1/2"=1'-0" (22x34); 1/4"=1'-0" (11x17) D1SEE SCHEDULE SEE SCHEDULE 4" 4"V.I.F., SEE SCHEDULE V.I.F., SEE SCHEDULE D2 F1 SEE SCHEDULE SEESCHEDULE WALL TYPE ASCALE: N.T.S.WALL TYPE BSCALE: N.T.S. A6.0WALL AND DOOR TYPES 259 South Street, Suite AWaukesha, WI 53186p: 833-380-6180 Sheet No. Architect 21675 E Moreland Blvd,Waukesha, WI 53186INTERIOR ALTERATION Project Info. 2604221675 E MORELANDBLVD WHITEBOX2026-05-06 PERMIT SET Sheet Title RevisionsNo.DateDescriptionPermit Set05.06.2026 Drawn byChecked byJRRAMP © 2026 THRIVE ARCHITECTS, LLC WHITE BOXSPACE #1 WHITE BOXSPACE #2 B B OWNERSTORAGE A B B A1.0FLOOR PLAN 259 South Street, Suite AWaukesha, WI 53186p: 833-380-6180 Sheet No. Architect 21675 E Moreland Blvd,Waukesha, WI 53186INTERIOR ALTERATION Project Info. 2604221675 E MORELANDBLVD WHITEBOX2026-05-06 PERMIT SET Sheet Title RevisionsNo.DateDescriptionPermit Set05.06.2026 Drawn byChecked byJRRAMP © 2026 THRIVE ARCHITECTS, LLC FLOOR PLANSCALE: 3/16"=1'-0" (22x34); 3/32"=1'-0" (11x17) Land and SeaPreliminary layout 6.1.26 North Xref ..\x-26070-SITE - AMP.dwg EXISTING/DEMOLITION SITE PLANSCALE: 1"=20'-0" (22x34)SP1.0SITE PLAN 259 South Street, Suite AWAUKESHA, WI 53186p: 833-380-6180 Sheet No. Architect 21675 E Moreland BlvdWaukesha, WI 53186Parking StudyProject Info.2607021675 EMORELANDNOT FOR CONSTRUCTION Sheet Title RevisionsNo.DateDescriptionPreliminary06.15.2026Drawn byChecked byJRRAMP © 2026 THRIVE ARCHITECTS, LLC Xref ..\x-26070-SITE - AMP.dwg SP1.1PROPOSED SITE PLAN PROPOSED PARKING PLANSCALE: 1"=20'-0" (22x34) 259 South Street, Suite AWAUKESHA, WI 53186p: 833-380-6180 Sheet No. Architect 21675 E Moreland BlvdWaukesha, WI 53186Parking StudyProject Info.2607021675 EMORELANDNOT FOR CONSTRUCTION Sheet Title RevisionsNo.DateDescriptionPreliminary06.15.2026Drawn byChecked byJRRAMP © 2026 THRIVE ARCHITECTS, LLC TOWN OF BROOKFIELD WAUKESHA COUNTY APPLICATIONS FOR ALCOHOLIC BEVERAGE LICENSES 2026-27 NOTICE IS HEREBY GIVEN that the following applications have been received by the Clerk of the Town of Brookfield, Waukesha County, for alcohol retail licenses for the July 1, 2026 to June 30, 2027 license year: CLASS B FERMENTED MALT BEVERAGE AND CLASS B LIQUOR Manjit Singh for New Taste of India II, LLC d/b/a Taste of India, 18110 W. Bluemound Road, Brookfield, WI 53045 Alexander Sharp for Beyond The Board LLC d/b/a Beyond The Board, 17800 W. Bluemound Road, Ste. 4, Brookfield, WI 53045 CLASS B FERMENTED MALT BEVERAGE AND CLASS C WINE Alexander Sharp for Beyond The Board LLC d/b/a Beyond The Board, 17800 W. Bluemound Road, Ste. 4, Brookfield, WI 53045 The Town Board of the Town of Brookfield will consider July 1, 2026 issuance of the above referenced licenses at its regularly scheduled meeting on Tuesday, July 21, 2026, at 7:00 p.m. at the Brookfield Town Hall, 645 N. Janacek Road, Brookfield, WI 53045. Emily Howells Town Clerk Published: 7/9, 7/10, 7/11 OT~c;P-009.docx (rwv. 11/2023) --~ Wisconsin Department of Agriculture, Trade and Consumer Protection • ~ ~ Bureau of Consumer Protection ~ ~ 2811 Agriculture Drive, PO Box 8911, Madison WI 53708-8911 Phone: (800) 422-7128 FAX: (608) 224-4677 TDD: (fi08) 224-5058 Email: DATCPHotlinc@wi.gov Website: datcp.wi.gov LICENSE APPLICATION for • Pawnbroker • Secondhand Article Dealer • Secondhand Jewelry Dealer • Secondhand Article Dealer Mall or Flea Market Wis. Stat. § I 34. 71 Completion of this fonn is mandatory; failure to fully complete this fonn will result in denial of the license application. Personally identifiable information may be used for purposes other than for which it is originally being collected. Wis. Stat. § I 5.04(/)(m). CHECK ALL THAT APPLY: O Original application ~enewal TYPE: 0 Pawnbroker O Secondhand Jewelry Dealer Secondhand Article Dealer D Mall or Flea Market INSTRUCTIONS: NATURAL PERSON (INDMOUAL) LICENSE - Complete Sections 1, 2, 3 and 6 PARTNERSHIP LICENSE - Complete Sections 1 , 2, 3, 4 and 6 CORPORATE LICENSE - Complete Sections 1, 2, 3, 5, and 6 (SECTION 1) APPLICANT INFORMATION SEX RACE D / ADDRESS STREET CITY LIST ALL STATES APPLICANT PREVIOUSLY RESDED: HOME raEPHONE NUMBER "/)-{) ?-~ PLACE F .,BIRTH (City, State, Country) J?oJ IS APPLICANT A:. atural Person (Individual) D Corporation 0 limited Liability Company 0 Partnership {SECTION 2) CONVICTION RECORD Has the applicant, been convicted or adjudicated of any of the following within the last 10 years where the circumstances of the offense substantiaOy relate to the circumstances of the licensed activity: a felony? 0 YES 8NO a misdemeanor? 0 YES ~O a statutory violation punishable by forfeiture? (i;;YES O NO a county or municipal ordinance violation? D YES ~NO For each "YES• response provide the date of arrest, the nature of the offense and conviction or penalty information: Attach additional sheets if necessary. I (SECTION 3) BUSINESS INFORMATION STATE ZJP PHONE NUMBER ,. S: v"5 IMPORTANT: More questions on next page. (SECTION 4) LIMITED LIABILITY COMPANY INFORMATION Limited Liability Company Name: List name, address, and date of birth (DOB) of all members. Attach additional sheets If necessary. Name (Last, First, Ml) DOB Street Addre$S City State Zip (SECTION 5) PARTNERSHIP INFORMATION Partnership Name: List name, address, and date of birth (DOB) of all members. Attach additional sheets if necessary. Name (Last, First, Ml) OOB Street Address - City State Zip (SECTION 6) CORPORATION INFORMATION Corporation Name: List name, address, and date of birth (DOB) of all members. Attach additional sheets if necessary. Name (Last. First, Ml) ' DOB Street Address , • City State Zip ' ' I ' ' (SECTION 7) PENAL TY NOTICE I understand that this license may be denied or revoked for fraud, misrepresentation or false statement contained in the application or for any violation of W,s. Stat.§§ 134.71, 943.34, 948.62 or 948.63. Under penalty of law, I swear that the infonnation provided in this application is true and correct to the best of my knowledge. I agree to inform the clerk within ten (10) days of any change in the information supplied in this application. T YOUR SIGNATURE PRINT NAME FOR ADMINJSTAATJVE use ONLY LICENSING AUTHORITY LICENSE NUMBER ASSIGNED DATE EFFECTIVE CLERK FEES RECEJVEO; Pewnbroker Bond $ ' Secondhand Article licer,se $ .. Pawnbroker License $ Secondhand Dealer MalVFlea Market License $ Secondhand Jewelry Ucensf:' $ TOTAL FEE: $ . .. FOR LAW ENFORCEMENT us-= ONLY 0 Recommend Approval I q Recommend Denial (Attach •~lanatlon.) ' !oate: lnves·tiga~og Offl,;e .SignatlJre: . . . . Print Na~e Qf Investigating Officer: ' ' ' Page 2 of 2 Sanitary District Updates Well 2 – Noise and vibrations after rehab completed early this year The contractor removed the well pump and sent it to the manufacturer for inspection. While removing the pump, the contractor noted slight uneven wear on the shaft sleeve bearings. The manufacturer found no unusual wear on the pump but did note a slight pump impeller imbalance, which was corrected. The contractor also inspected the line shafts again and noted some deflections that are out of specification on a few shafts. These shafts had been inspected during the rehab and were previously reported to be within specifications. The contractor ordered new shafts, which are scheduled to be delivered this week. They plan on reinstalling the pump, new line shafts, and new bearings later this week or early next week. Once installed, they will need to test pump and take two bacteriological samples 24 hours apart before placing the well back online. I will discuss the situation with the contractor to try to determine the cause of the shaft issues. Well 1 – Diminished pump performance I was informed yesterday that the pump will be delivered to the contractor on Wednesday. This pump will be replaced as soon as Well 2 is back online. Pump removal, installation, and test pumping should take two days. We will then need two safe bacteriological samples 24 hours apart before placing it back online. Reservoir pipe repair This project was completed, and the reservoir was put back online at the end of April. Future scheduled projects:  Wells 5 & 6: Scheduled to be rehabbed later this year. We are currently completing the specifications for this project and will be seeking bids in early August.  Water Tower Inspections: Both water towers will have their required 5-year inspection completed this year. The interiors will be inspected using an underwater ROV (Remotely Operated Vehicle) camera, so we will not need to drain the water towers or take them out of service for the inspection. Feel free to contact me anytime with any questions. Tony Skof