Plan Commission — Agenda Packet

MEETING: REGULAR MEETING OF THE PLAN COMMISSION DATE & TIME: Monday, August 10, 2026 at 6:30 PM LOCATION: Germantown Village Hall Board Room N112 W17001 Mequon Road Any member of the body and/or citizen also attend the meeting virtually through the WebEx platform, Meeting #: 2553 216 2843 Password: qRNiKJrY345 which can be accessed by phone at 408-418-9388 or by logging on at https://villageofgermantown.my.webex.com/villageofgermantown.my/j.php?MTID=m3e60c9657945a5ad89155bdbfd3c356f Citizens not wishing to attend the meeting personally or virtually may submit any public comments by sending an email to comments@germantownwi.gov by 4 p.m. on the day of the meeting so that it can be provided to the members of the body for their consideration. Previously recorded Village Board Meeting Videos can be viewed at https://www.youtube.com/channel/UCOYp0EgELzTCa9X_iCohyhQ. AGENDA I. CALL TO ORDER: This meeting has been given public notice in accordance with Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public and news media of subject matter that is intended for consideration and action. II. ROLL CALL: III. CITIZEN INPUT/PUBLIC APPEARANCE: (Please be advised per 19.84(2) that information and comment will be received from the public. It is the policy of this municipality that public input be limited to a four (4) minute period per person with a time extension granted at the discretion of the Chairperson. Be advised that there may be limited discussion of the information received but no action will be taken under public comments.) Comments that may be injurious to village personnel or other individuals will not be allowed. IV. MEETING MINUTES: A. PC Minutes 7-27-26 (ACTION) V. NEW BUSINESS: A. Design 2 Construct, Agent for WAGO Corporation, Property Owner. Site Plan application for parking lot additions for an existing office/industrial facility (WAGO) located at N120W19129 Freistadt Road in the Germantown Industrial Park. (ACTION) B. PLM Paving & Concrete, Agent for Phoenix Metals Corp, Property Owner N115 W18945 Edison Drive. Zoning Permit for driveway replacement and repair exceeding maximum width allowance. (ACTION) C. City Signs Service, Agent for ID Logistics and F Street Germantown, LLC, Property Owner. Sign Review application for ID Logistics at N104W12659 Donges Bay Road. (ACTION) D. Michaels Signs Inc., Agent for CQ WI 2021 LLC, Property Owner N128W20833 Holy Hill Road (Capstone 41 Business Park). Sign Permit application for wall, monument, and on-site directional signage. (ACTION) VI. COMMUNITY DEVELOPMENT DIRECTOR'S REPORT: Page 1 of 74 PLAN COMMISSION AGENDA August 10, 2026 Page 2 A. Status of Village Center District Community Engagement & Holy Hill Gateway District Master Plan Projects B. Update on Recent Storm Water Flooding & Sanitary Sewer Backup Events C. Status of Approved Residential Development (Sutton Farm, Carillon, and Town 9 Apartments) VII. NEXT MEETING DATE: VIII. ANNOUNCEMENTS: IX. ADJOURNMENT: UPON REASONABLE NOTICE, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, please contact the Village Clerk at (262)250-4745 at least 2 days prior to the meeting. Notice is hereby given that a possible quorum of other boards, committees, and/or commissions may attend this meeting to gather information about an item over which they have decision-making responsibility. This may constitute a meeting of these bodies per State ex rel. Badke v Greendale Village Board, even though these bodies will not take formal action at this meeting. Page 2 of 74 MEETING: REGULAR MEETING OF THE PLAN COMMISSION DATE AND TIME: Monday, July 27, 2026 6:30 PM LOCATION: Germantown Village Hall Board Room N112 W17001 Mequon Road MINUTES I. CALL TO ORDER: This meeting has been given public notice in accordance with Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public and news media of subject matter that is intended for consideration and action. Chairman Soderberg called the meeting to order at 6:30pm. II. ROLL CALL: Committee Members Soderberg, Warren, Tarantino, Fisher and Ewert were present. Also present were Community Development Director Retzlaff, Associate Planner Yanke and Planning Assistant Deb Remich (via Webex). Committee Members Henk and Williams were absent excused. III. CITIZEN INPUT/PUBLIC APPEARANCE: (Please be advised per 19.84(2) that information and comment will be received from the public. It is the policy of this municipality that public input be limited to a four (4) minute period per person with a time extension granted at the discretion of the Chairperson. Be advised that there may be limited discussion of the information received but no action will be taken under public comments.) Comments that may be injurious to village personnel or other individuals will not be allowed. Residents who spoke included: Lynn Bednarz who lives on Pawnee Court. Melanie Smythe who lives on Cedar Lane. Jim Stout who lives on Goldendale Road. IV. MEETING MINUTES: A. PC Minutes 7-13-26 (ACTION) Motion: Approve as presented Motioned By: Russell Ewert Seconded By: Robert Warren Yes: Bob Soderberg, Robert Warren, Josh Tarantino, Russell Ewert, Brian Fisher No: None Abstain: None Motion Passed (Yes 5, No 0, Abstained 0) V. NEW BUSINESS: A. Holy Hill Gateway District Master Plan - Project Kick-off Meeting; Presentation by and Discussion with MSA Professional Services Inc., Project Consultant and Page 3 of 74 Page 2 Community Development Department Staff (DISCUSSION & POSSIBLE ACTION) Director Retzlaff stated that the 2050 Comprehensive Plan included an implementation element that included action steps including creating detailed land use plans for all 13 districts and corridors that comprise the entire Village. In 2025, the Plan Commission revised the list of priorities and directed staff to begin work on the Holy Hill Gateway District Master Plan. Retzlaff introduced Olivia Bolton and Brian Wiedenfeld from MSA Professional Services, Inc. who gave a full presentation which included the project timeline, public engagement and a detailed market study. Discussion Followed. VI. ADJOURNMENT: Chairman Soderberg adjourned the meeting at 8:27pm. Page 4 of 74 SITE PLAN APPLICATION 08/10/26 Plan Commission Meeting Design 2 Construct / WAGO Corporation Village Staff Report & Recommendation Germantown, Wisconsin SUMMARY Design 2 Construct, Agent for WAGO Corporation, Property Owner . Site Plan application for parking lot additions for an existing office/industrial facility (WAGO) located at N120W19129 Freistadt Road in the Germantown Industrial Park. Location: N120W19129 Freistadt Road Applicant/ Owner: Design 2 Construct WAGO Corporation N173 W21010 NW Passage N120 W19129 Freistadt Road Jackson, WI 53037 Germantown, WI 53022 ----------------------------------------------------------------------------------------------------------- Current Zoning: M-1: Limited Industrial Adjacent Land Uses Zoning North Industrial M-1 South Industrial M-1 East Industrial M-1 West Industrial M-1 Location Map Page 5 of 74 Site Plan Design 2 Construct / WAGO Corporation Page 2 of 5 Background/Proposal Design 2 Construct, Agent for WAGO Corporation, Property Owner. Site Plan application for parking lot additions for an existing office/industrial facility (WAGO) located at N120W19129 Freistadt Road in the Germantown Industrial Park. WAGO Corporation is an international manufacturer of electronic, electrical, and automation control products with its North American headquarters located at this facility in the Village of Germantown. WAGO has experienced recent growth in its operations and expanded its facility in 2025 with a building addition that has since been completed. Due to sustained success, WAGO intends to add another 61,000 sqft of building space to the existing 116,000 sqft facility in 2027 (not part of this site plan application). Since the future addition will eliminate a section of existing parking on site, WAGO has submitted this site plan application to construct multiple parking lot additions beginning this year in advance of the building addition work. Site Plan The site is 12.02 acres in area with an existing 116,000 sqft manufacturing/warehousing facility and offices with off-street parking areas. As presented on the site plan, there are four (4) proposed parking lot additions that incorporate a total of 116 spaces. Since 17 existing spaces will be eliminated as part of this proposal, the net increase of parking on site will amount to 99 stalls. According to the application materials, new impervious area added to the site will total approximately 30,000 sqft. Parking, Access, and Traffic Circulation Access to the site will remain as is with three (3) driveways to Bunsen Drive on the south side of the property. The existing driveway to Freistadt Road will also be maintained. Internal driveway connections will link each parking lot area around the site, which serve employees, visitors, or executives. The Village’s parking guidelines recommend 1 space/500 sqft principal building area for manufacturing and warehousing uses, which equates to 232 parking spaces based on the total square footage (116,000 sq ft) of the WAGO facility. Based on review of the plans, a total of 307 parking spaces will be provided on site after the parking lot additions are constructed. ADA requirements for quantity of spaces will be compliant with 10 ADA spaces total. Storm Water Management Storm water will be addressed by utilizing the existing regional stormwater pond adjacent to the subject property, which was designed to account for the proposed impervious area on the property. The total impervious area on site after construction will be roughly 57%, which is under the maximum allowed (80%) per zoning code standards for the M-1: Limited Industrial District. Page 6 of 74 Site Plan Design 2 Construct / WAGO Corporation Page 3 of 5 Landscaping and Buffering A detailed landscape plan was submitted for this project. The plan includes a tree inventory of the site and shows existing trees that will be saved by transplanting during the construction process. New plantings are provided around the parking lot additions. A range of species and planting types are included, with trees, shrubs, and perennials around the parking lot perimeters and in islands. Lighting Where existing lighting is not sufficient to cover the proposed parking lots, the applicant will install six (6) new light poles and nine (9) light bollards. The submitted lighting plan shows the new light poles around the eastern parking lot and northern parking lot additions, with the bollards being installed along the walkway leading into the building’s front (northern) entrance. Signage No additional exterior signage is proposed. Staff Comments Community Development: Planning & Zoning The subject site is zoned M-1: Limited Industrial District, and the proposed site improvements comply with M-1 zoning district regulations. WAGO’s industrial manufacturing use at the subject location is a desirable land use under the Village’s 2050 Comprehensive Plan in the Germantown Industrial Park. Staff finds the proposal consistent with the Village Zoning Code and 2050 Comprehensive Plan. The proposed parking spaces and landscaping on the west side of the building are in an existing ATC (American Transmission Company) easement. The applicant advises they are currently in contact with ATC in order to obtain authorization to install the parking spaces and landscaping in the easement. A condition has been added requiring the owner to provide documentation from ATC to the Village of such authorization prior to commencing construction. This condition also stipulates that the applicant show/confirm on the site plan that the proposed parking stalls on the west side of the building meet the 15-foot setback requirement from the western lot line. Although the standard will be complied with, the site plan does not currently illustrate that. While the lighting plan complies with Village lighting guidelines for illumination on site, final specifications of the light poles, light bollards, or fixtures were not submitted. A condition has been added that these items are submitted to the Village prior to commencing construction. Note that while a “second phase” building addition of 61,000 sqft is referenced in the application narrative, this phase is not shown on the site plan or any architectural submittal to date. Therefore, this site plan application focuses solely on the parking lot additions. Site and building plans associated with the future addition will be required when WAGO intends to move forward with that phase and they will be subject to review and approval by the Plan Commission. Page 7 of 74 Site Plan Design 2 Construct / WAGO Corporation Page 4 of 5 Public Works/Village Engineer/Utilities Public Works and the Village Engineer have identified technical issues and plan revisions that need to be resolved or otherwise addressed by the applicant prior to commencing construction activities. Staff is recommending conditional approval of the submitted applications subject to all outstanding items and issues identified in the following review memo being resolved and reflected in additional information and/or revised plan submitted to staff for further review, comment, and approval prior to commencing any site construction: • June 26, 2026 – Review Memo Public Works & Village Engineer Since the project includes relocation of an existing hydrant, a condition has been added to ensure the shut down of the hydrant be coordinated with the Village’s Water Utility Superintendent and the relocation of the hydrant be inspected by an approved inspection firm. Village Forester The Village Forester reviewed the submitted landscape plan and supports the species diversity mix and confirms planting requirements have been met. The Village Forester has approved the landscape plan. Fire and Police Departments No Comments. Page 8 of 74 Site Plan Design 2 Construct / WAGO Corporation Page 5 of 5 APPROVE the site plan application for WAGO Corporation to construct parking lot additions for an existing office/industrial facility located at N120W19129 Freistadt Road in the Germantown Industrial Park, subject to the following conditions: 1. This approval is for the various plan sheets that comprise the site development plan set as noted below and is subject to compliance with all the conditions and requirements set forth herein and subsequently adopted and/or revised by the Plan Commission. Approval is granted for the following unless superseded by subsequent plan sheets approved by Village Staff pursuant to revisions required herein and/or by the Plan Commission: a. Civil engineering plans dated June 8, 2026. b. Landscape plan dated June 29, 2026. c. Photometric lighting plan dated June 18, 2026. If revised plan sheets are necessary, each revised sheet shall contain the date of said revision clearly stamped in the lower right corner. 2. The technical issues and plan revisions identified in the June 26, 2026, memo from Public Works and the Village Engineer shall be addressed in revised plan sheets and/or supplemental documents as necessary prior to commencing construction activities. 3. The shut down and relocation of the hydrant shown on the Site Plan (Sheet C1.02) shall be coordinated with the Village’s Water Utility Superintendent and the relocation of the hydrant shall be inspected by an approved inspection firm. 4. Prior to issuance of an Erosion Control Permit and commencement of construction activities, applicant/owner shall obtain approval from the American Transmission Company (ATC) and submit such documentation to the Village for the installation of parking spaces (15 spaces) and landscaping in the ATC easement running north/south along the west side of the property. Applicant/owner shall also show/confirm on the site plan that the proposed parking stalls on the west side of the building meet the 15- foot setback requirement from the western lot line. 5. Prior to issuance of an Erosion Control Permit and commencement of construction activities, applicant/owner shall submit final light pole, light bollard, and fixture specifications to confirm compliance with the height and fixture requirements per the Village’s Lighting Guidelines. 6. All temporary and permanent exterior signs require a permit and shall comply with all current Village sign regulations. 7. Pursuant to Section 17.47 of the Zoning Code, if the Village observes and/or receives complaints regarding negative impacts associated with and/or created by construction activities or the facility’s day -to-day operation on the property, including but not limited to glare, noise, or dust, among other things, the Property Owner/Operator shall work with the Village to identify the source of such impact(s), evaluate alternative mitigation measures, and implement a mutually-agreeable solution to mitigating the impact(s). VILLAGE STAFF RECOMMENDATION Page 9 of 74 ***- Village of Gwmfixrlnfurr ---ruillhummen Fee must accomPanY aPPlication o $810 Minor Addition c $1,430 Construction <10'000 SF X$2,+to construction 10,000 SF to 50'000 a $3,980 lndustrial Construction >50,000 SF s $3,980 Commercial Construction >50'000 o $350 Plan Commission Consultation o $125 Fire Plan Paid On r SITE PLAN REVIEW APPLICATION o Pursuant to Section 12.43 of the I Code please read and complete this application carefully. All applications must be signed and dated" APPLICANT OR AGENT PROPERTY OWNER Mark Her-tzfeldt Greg Rinn Design 2 Construct WAGO Corporation N173W21010 Northwest Passage N 19129 Fre Rd Jackson, W153037 Germ antown. Wl 53022 Phon E-Mail F-Mail PLEASE NOTE: Appticant contact information has been redacted for security purposes. @ PROPERTY ADDRESS N120W19129 Fieistadt Rd Germantown, W|53022 O NEIGHBORING USES - specify name and type of use, e.g, Enviro Tech - lndustrial, Smith - Residential, etc' G) READ AND INITIAL THE FOLLOWING: x I am aware of the Village of Germantown ordinance requiring fire sprinklers in most new construction' x I understand that all new development is subject to lmpact and/or Connection Fees that must be paid before building permits will be issued. x I understand that an incomplete application will be withdrawn from the Plan commission agenda and that all resubmissions to the Plan Commission are subject to a new application fee. o SIGNATURES - ALL APPLICATION MUST BE SIGNED BY OWNER! 06.04.2026 6 Ll 'Za'Lb Applicant Revised 125125 R,' JUN * B REC'O ) OFFICE OF THE west Enercon lndustrial Ettt colleee Hunks lnnovatioh Mold South Mahuta Tool Corp lnrlr rctrirl North Gehl Foods / Vacant Land lnrlr rcirirl Date Owner VI OF VILLAGE PI,ANNER Page 10 of 74 N173 W21010 Northwest Passage Way Jackson, WI 53037  Tel: 262.677-9933 Fax: 262.677.9934 Community Development Department June 8th, 2026 Village of Germantown N112W17001 Mequon Road Germantown, WI 53022 Re: Project Narrative for WAGO Corporation Introduction: Included with this project narrative you will find the graphical information regarding the proposed business development located at N120W19129 Freistadt Road. The proposed development for review will be the first phase of a two phase project. The first phase will be installation of new parking areas located around the site. These parking areas. These parking areas will be needed when the second phase of the project begins. The second phase of the project will be a 61,000 sf addition to the existing building for WAGO Corporation. The new addition is proposed over the existing parking field in the southeast corner of the site. Existing Site: The existing site is approximately 12.1 acres and is currently occupied by WAGO corporation offices as well as production and warehousing facilities. The site frontage is similarly zoned property to the West, Bunsen Drive and similarly zoned property to the South, similarly zoned property to the east, Freistadt Road and similarly zoned property to the North. Vehicular access to the site is from Freistadt Road and Bunsen Drive. The base zoning of the site is designated “M-1 Limited Industrial” and the proposed use is permitted per the Zoning Ordinance. Plan of Operation: WAGO Corporation is an electrical component fabricator. The plan of operation for the new development will be the same as with their current operations. This consists of production, warehousing and shipping/receiving. The office hours are Monday-Friday from 8:00 AM – 4:30 PM. WAGO currently employs 140 people. That number is expected to increase 160 people after the proposed expansion. Proposed Building/Site: The proposed building addition is not part of this submittal. Application for the building phase of the project will take place in fall, targeting a spring 2027 start of construction. A standalone trash enclosure is existing along Bunsen Drive. This enclosure will remain. Page 11 of 74 Storm-water management is addressed by utilizing the existing regional stormwater pond (adjacent to the property) which was designed to account for impervious areas on this property. Landscaping for this first phase of the site development will consist of replacement of trees that are lost due to the proposed parking addition, required screening and parking island plantings. A landscape plan associated with the building addition phase of the project will follow at a later date.. Plans are included as part of this submittal package for consideration by the Plan Commission. Site lighting for the new parking areas are represented in the included photometric plan. No new signage is proposed as part of this submittal. We do not believe this new development will negatively impact or be a nuisance to the surrounding neighborhood. This is an expansion of a long-standing established use and is consistent with the nature of the surrounding neighborhood which is currently a business/industrial park. The traffic patterns in the neighborhood are already established and will not be affected by the new development. If you have any questions or concerns regarding this proposed development please feel free to contact our office. Sincerely, Mark Hertzfeldt Design 2 Construct Development Corporation Page 12 of 74 XXXXXXXXXXX XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/8/2026 C1.01 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYWAGO CORPORATIONN120W19129 FREISTADT ROADGERMANTOWN, WI 53022 \DE-153-25\ EXISTINGCONDITIONS &DEMOLITIONPLANWWSEPNKJP Page 13 of 74 XXXXXXXXXXX XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/8/2026 C1.02 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYWAGO CORPORATIONN120W19129 FREISTADT ROADGERMANTOWN, WI 53022 \DE-153-25\ OVERALL SITEPLANWWSEPNKJP Page 14 of 74 XXXXXXXXXXX XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/8/2026 C1.03 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYWAGO CORPORATIONN120W19129 FREISTADT ROADGERMANTOWN, WI 53022 \DE-153-25\ OVERALLEROSIONCONTROLPLANKJPKJPKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 15 of 74 XXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/8/2026 C1.04 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYWAGO CORPORATIONN120W19129 FREISTADT ROADGERMANTOWN, WI 53022 \DE-153-25\ GRADINGPLAN NORTHKJPKJPKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 16 of 74 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/8/2026 C1.05 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYWAGO CORPORATIONN120W19129 FREISTADT ROADGERMANTOWN, WI 53022 \DE-153-25\ GRADINGPLAN SOUTHKJPKJPKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 17 of 74 PROPOSEDADDITION61,000 S.F. 15 RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com 2040801" = 40' TREE INVENTORYPLAN L100LANDSCAPE SHEET INDEXL100TREE INVENTORY PLANL101OVERALL SITE LANDSCAPE PLANL101ASITE LANDSCAPE PLAN - AREA AL101BSITE LANDSCAPE PLAN - AREA BL201SITE LANDSCAPE DETAILSL202SITE LANDSCAPE DETAILSL203SITE LANDSCAPE DETAILS Page 18 of 74 PROPOSEDADDITION61,000 S.F. 15 DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com 2040801" = 40' OVERALL SITELANDSCAPE PLAN L101 Page 19 of 74 15 DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0102040 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 1" = 20'SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com SITE LANDSCAPEPLAN - AREA A L101A Page 20 of 74 DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0102040 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 1" = 20'SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com SITE LANDSCAPEPLAN - AREA B L101B Page 21 of 74 RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com SITE LANDSCAPEDETAILS L201 Page 22 of 74 RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com SITE LANDSCAPEDETAILS L202 Page 23 of 74 RELEASE:PRELIMINARY SHEET: REVISIONS: CLIENT: NORTH ARROW: SEAL:0 PROJECT MANAGER:BB PROJECT NUMBER:260739.01DATE:06/29/2026 SCALE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: N120W19129FREISTADT ROADGERMANTOWN, WI53022 WAGOCORPORATION all in LOCATION: 788 N. Jefferson Street, Ste 900Milwaukee, Wisconsin 53202kapurinc.com SITE LANDSCAPEDETAILS L203 Page 24 of 74 EXISTING BUILDING EXISTING PARKING EXISTINGPARKING BUNSEN DRIVE FREISTADT ROAD EXISTINGCONCRETE PROPERTY LINE10' SIDE SETBACK PROPERTY LINE30' FRONT SETBACK PROPERTY LINE10' SIDE SETBACK PROPERTY LINE10' SIDE SETBACK PROPERTY LINE10' SIDE SETBACKPROPERTY LINE10' SIDE SETBACK PROPERTY LINE25' REAR SETBACK EXISTING DRIVE EXISTINGASPHALT SITE AREA523,691 S.F.12.02 ACRESZONED: M-1 8 4 15 12 12 15 15 317 15 EXISTINGRETENTION POND 20 20 20 2020 2020 20 20 20 20 20 20 2020 212121 21 21 2222 2222222222222223 23 23 23 23 2323 23 23232323 PROPOSED PARKING PROPOSEDPARKING PROPOSED PARKING EXISTINGPARKING PROPOSEDPARKING 2323 21 Luminaire ScheduleQtyLabelArrangementLLFMFRDescription Lum. WattsTotalWattsLum. Lumens14EXISTINGPOLESingle0.950EXISTINGEXISTING POLE (NOT CALCED)N/AN/AN/A14EXSITINGWPSingle0.001EXISTINGEXISTING WALL PACK (NOT CALCED)N/AN/AN/A3 OA3Single0.950US ARCHRZR-PLED-III-W-40LED-1400mA-xxK-UNV-1-XX-HS183.1549.3153053 OA4Single0.950US ARCHRZR-PLED-IV-FT-40LED-1400mA-xxK-UNV-1-XX183.1549.3194409 OB1Single0.950US ARCHBDA6-LED-IL-24LED-xxK26.4237.61846Calculation SummaryLabel CalcTypeUnitsAvgMaxMinAvg/MinMax/MinPROPERTY LINEIlluminanceFc 0.010.20.0N.A.N.A.SITE IlluminanceFc 0.2010.90.0N.A.N.A.NEW PARKING 1IlluminanceFc 1.766.00.117.6060.00NEW PARKING 2IlluminanceFc 1.674.00.44.1810.00 EXISTING POLEMH: 23EXISTING POLEMH: 23EXISTING POLEMH: 23 EXISTING POLEMH: 23EXISTING POLEMH: 23 EXISTING POLEMH: 23 EXISTING POLEMH: 23 EXISTING POLEMH: 23 EXISTING POLEMH: 23 EXISTING POLEMH: 23 EXISTING POLEMH: 23 EXISTING POLEMH: 23 OA4MH: 23 OA4MH: 23 OA4MH: 23 OB1MH: 3 OB1MH: 3 OB1MH: 3 OB1MH: 3 OB1MH: 3OB1MH: 3OB1MH: 3OB1MH: 3 OB1MH: 3 EXSITING WPMH: 10 EXSITING WPMH: 10EXSITING WPMH: 10EXSITING WPMH: 10 EXSITING WPMH: 10 EXSITING WPMH: 10 EXSITING WPMH: 10EXSITING WPMH: 10EXSITING WPMH: 10 EXSITING WPMH: 10 EXSITING WPMH: 10 EXSITING WPMH: 10 EXSITING WPMH: 10 EXSITING WPMH: 10 OA3MH: 23 OA3MH: 23 OA3MH: 23 EXISTING POLEMH: 23EXISTING POLEMH: 23 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REVISIONS#DATECOMMENTSDRAWN BY : DATE :SCALE : BBJUN 18, 20261" = 50'-0" WAGO CORPORATIONGERMANTOWN, WISITE LIGHTING LAYOUT NOTES1.LIGHTING AND PHOTOMETRIC LAYOUT PROVIDED ARE INTENDED FOR DESIGN INTENT ONLY. THIS DOCUMENT IS NOT INTENDED FOR CONSTRUCTION ORINSTALLATION PURPOSES. 2.ACTUAL FIELD CONDITIONS, ARCHITECTURAL ELEMENTS, AND FINAL EQUIPMENT SELECTIONS MAY AFFECT LIGHTING PERFORMANCE AND MUST BE VERIFIEDBY THE CUSTOMER. ENTERPRISE LIGHTING IS NOT RESPONSIBLE FOR VARIATION IN INSTALLED LIGHT LEVELS DUE TO UNVERIFIED FIELD CONDITIONS.3.STANDARD REFLECTANCE OF 80/50/20 FOR CLOSED CEILINGS AND 50/50/20 FOR OPEN CEILINGS UNLESS NOTED OTHERWISE.4.STANDARD CALC POINTS @ 30” AFF UNLESS NOTED OTHERWISE, POINTS ARE @ GRADE FOR OUTDOOR POINTS.5.EGRESS CALC POINTS ARE @ FINISHED FLOOR. Page 25 of 74 pse P A R I S H S U R V E Y & E N G I N E E R I N G 122 Wisconsin St ♦ West Bend, Wisconsin 53095 ♦ www.parishse.com Phone (262) 346-7800 ♦ E-mail kparish@parishse.com To: Village of Germantown Attn: Kevin Driscoll N112 W17001 Mequon Road Germantown, WI 53022 From: Logan Ketelhut, PE with Parish Survey & Engineering Re: Wago Corportation Parking Addition Proposed Development – Stormwater Management N120 W19129 Freistadt Road, Village of Germantown Date: June 8, 2026 This memorandum summarizes the management of run-off from the proposed Wago parking addition, located at N120 W19129 Freistadt Road in the Village of Germantown. The following information is included to provide further details related to the run-off and sizing calculations: 1.) Attachment A: Village of Germantown Area Calculations – showing use of curve number and percent impervious 2.) Attachment B: Site Information from Plan sheet C1.02 – showing percent impervious of site after proposed addition 3.) Attachment C: Storm Sewer Design The Village of Germantown designed the regional pond on the north side of the Wago facility to handle stormwater from 107 acres of the Germantown Industrial Park, which includes the entire Wago property. The pond calculations and design were updated in 2013 with approval from the Milwaukee Metropolitan Sewerage District. The calculations provided by the Village show that the tributary area has a curve number of 94 assuming an overall impervious surfacing of 85%. The site table in Attachment B, which is included on plan sheet C1.02, shows the overall impervious surfacing for the entire Wago site after the proposed parking lot addition at 56.94%. Conclusion Since the site is significantly under the allowable 85% impervious surfacing, no further calculations will be conducted for this site. We have documented that this site will not cause any additional stormwater flows to the Wago regional stormwater pond beyond what is anticipated. If there are any questions or if additional information is needed, please contact me via email at lketelhut@parishse.com or by phone at (262) 224-7969. Regards, Logan Ketelhut, P.E. FN: DE-153-25 Page 26 of 74 ATTACHMENT A Page 27 of 74 ATTACHMENT A Page 28 of 74 ATTACHMENT A Page 29 of 74 ATTACHMENT A Page 30 of 74 ATTACHMENT A Page 31 of 74 ATTACHMENT B Page 32 of 74 WORK SHEET FOR STORM SEWER DESIGN PROJECT: Wago Parking Addition Computed by: Kevin Parish DATE: Checked by: Kevin Parish Upstream Structure Downstream Structure Runoff Coeff. Area Design Storm Rain Intensity Direct Runoff Other Runoff Sewer Size Slope of Sewer Capacity Flowing Full ( C ) ( A ) ( I ) Q=C*I*A Acres Yr. In./Hr. CFS CFS CFS GPM In. Ft./Ft. CFS GPM 0.72 0.26 10 7.25 1.33 0.00 1.33 598 12 0.0030 2.12 951 0.72 0.19 10 7.25 0.97 1.33 2.30 1033 12 0.0040 2.45 1098 0.72 0.18 10 7.25 0.93 2.30 3.23 1451 12 0.0200 5.47 2456 * C10= 0.19 * C10= 0.72 * C100= 0.89 0.012 SEWER = Commercial Soil B, Slope 2-6% from the FDM Procedure 13-10-5 Figure 2. = Commercial Soil B, Slope 2-6% from the FDM Procedure 13-10-5 Figure 2. Manning's Roughness Coefficient n= RAINFALL - RUNOFF Design Runoff BASIN = Lawn Soil B, Slope 6% & Over from the FDM Procedure 13-10-5 Figure 2. 6/8/2026 Inlet #1.2 Inlet #1.1 Inlet #1.1 Inlet #1.1 LOCATION 7.25 10.7 I = rainfall intensity for Germantown, Wisconsin from NOAA Atlas 14, Vol. 8, Ver. 2 Inlet #1 Outfall A = Drainage area to structure. 100 Year Storm10 Year Storm ATT ACHMENT C Page 33 of 74 Engineering Department Memorandum To : Jeffrey W. Retzlaff, AICP, Planning Director/Zoning Administrator From : Timothy Zimmerman, Director of Public Works Date : June 26, 2026 Re : WAGO Corp. Parking Addition Items Reviewed: 1. Civil Plan Set Dated: 06-08-26 2. Existing Stormwater Narrative Dated: 07-01-13 General Comments: 1. Please respond to each item below. A written response addressing each item shall be included in your submittal. 2. The submitted plans have been reviewed for general conformance with State and Village design guidelines. Additional comments could arise as a result of the plan completion and modifications. The items listed below will need to be fully resolved before the Engineering Dept. can recommend a formal approval of the plans and permit for construction. 3. This project will require a WRAPP/NOI from the DNR. Please submit a copy of the approved permit prior to final approval. 4. As-builts prepared to Village standards shall be prepared and provided to the Village post -construction (for all applicable items). 5. A professional engineer’s original seal is to be affixed, signed and dated on the final set of construction plans. 6. Utility permits and permits for work within the ROW are required. Contact the Village engineering department to obtain permits. 7. As a guide to the review response: Items in italics are resolved or acknowledged, items in regular font are to be addressed yet, items in Bold are additional feedback to remaining original comment. Storm Sewer Design 1. Provide flow capacity calculations for existing 12” RCP outfall pipe. C1.02 – Overall Site Plan 1. The parking count for the east parking lot addition is noted to have 40 stalls. It appears that this number is off by 10 stalls. Please revise and adjust total site parking count. 2. Provide the total disturbed area for the proposed site work on the Site Information Block. 3. Provide signage and truncated domes for ADA parking stalls. 4. ADA parking shown does not meet current requirements. Page 34 of 74 June 26, 2026 2 C1.04 – Grading Plan North 1. The grading on the north side of the east parking lot drains to a low point that is surrounded by a berm. This area will need to be regraded. 2. Inlets 1.2 and 1.3 will overtop the catch basin before overtopping the high points. Please provide large arrows that show anticipated emergency overflow route. 3. Proposed storm sewer is anticipated to run directly over existing 8” watermain where hydrant will be relocated. Call out watermain to be abandoned. 4. Call out all utility crossings. Ensure proper vertical and horizontal separation. 5. Provide additional spot elevations at the ADA parking and sidewalk to the building. to confirm ADA compliance. 6. Callout sanitary manhole rim adjustment in the proposed berm. Stormwater Management Plan 1. The regional stormwater management plan was updated in 2021 when the pond was modified to accommodate the Enercon development. A copy of that memo provided as a part of that modification is attached. Please use this memo as the basis for your stormwater management plan. Page 35 of 74 September 23, 2021 Jeffrey W. Retzlaff, AICP Director, Community Development Department Village Planner/Zoning Administrator Village of Germantown Subject: Enercon Technical Center Supplemental Stormwater Management Memo JSD Project #20-10204 Mr. Retzlaff, This memo is a supplement to the Stormwater Managem ent Memo from JSD Professional Services dated August 26, 2021, in regards to the Enercon expansion and how it affects the grading on the regional existing storm water management pond. As stated, the propose d improvements will encroach onto the existing regional retention pond resulting in a fill at the northeast parking lot. The pond volume lost is compensated by excavating at the southern portion of the site. The analysis in this memo is based on a Stormwater Management Report by the Village of Germantown as described in a report to MMSD dated June 19, 2013. The 107-acre drainage area in this report models th e impervious area as 85 percent impervious. The ful l development Enercon Technical Center site developme nt results in a 62 percent impervious area with the added improvements. In our discussions with Hardwood Engineering, the impacts to the existing pond needs to be analyzed with storm water software to determine if there are any adverse effects to the capacity of the pond. In ord er to accurately analyze the existing pond, Washington County contours were used to model the eastern portion of the pond and survey contours for the west portio n of the pond. The information regarding the time o f concentration, rainfall data, contributing drainage area and pond outfall was taken from the Village Stormwater report. The results analysis is shown in a table below and represents a summary of the hydrology. For the attached analysis, in smaller rain events, there is a slightly higher peak release rate. The 1 00-year event has is a slightly lower peak release rate. Th is is due to The Village 2013 Stormwater Management Report using a simple method to calculate the pond volume. The NWL surface area and top of berm surface area (prismatic) to get cumulative storage volume o f 20.8 acre-feet. The new modeling attached to this memo uses the contours from NWL to top of berm surf ace areas at 1-foot increment resulting in 987,968 cf (22.68 acre-feet) of cumulative storage volume i n the pre-expansion. This was used for the modeling (with contours) pre-Enercon expansion and post-Ener con expansion. Post expansion the cumulative storage volume 995,643 cf (22.86 acre-feet). All other input is the same for all three models. The proposed conditions as a result of the site gra ding was analyzed the resultant modified storm wate r pond. The grading contours were incorporated into t he above stated modified pond combined with the Washington County contours for the eastern portion of the pond along with a survey of the west portion of the existing pond. The results of the analysis have determined that the pond highwater elevation and release rate has decreased after excavation for the pond that overcompensates the fill encroachment fo r the site. Further details of the existing and proposed runoff volume calculations are attached with this memo. Page 36 of 74 Regional Pond hydrology analysis results Pond analysis Pond high water elevation and Outflow (cfs) 2-year Peak Elev. 2-year Outflow 10-year Peak Elev. 10-year Outflow 100-year Peak Elev. 100-year Outflow Original Village SWM Report dated 06-10-13 870.80 13.69 cfs 872.39 25.42 cfs 876.52 39.87 cfs Regional Pond Pre-Enercon Improvements 871.00 15.24 cfs 872.63 26.45 cfs 876.36 39.42 cfs Regional Pond Post-Enercon Improvements (w/ volume compensation) 870.98 15.09 cfs 872.59 26.27 cfs 876.31 39.28 cfs You may contact me at (262) 513-0666 or paul.marten s@jsdinc.com if you have questions, comments, or require any additional information. Sincerely, JSD Professional Services, Inc. Paul Martens, P.E. Project Engineer Page 37 of 74 ZONING PERMIT 8/10/26 Plan Commission Meeting PLM Paving / Phoenix Metals Village Staff Report & Recommendation Germantown, Wisconsin SUMMARY PLM Paving & Concrete, agent for Phoenix Metals Corp, property owner, is requesting approval to reconstruct an existing driveway that will exceed the maximum 35’ driveway width allowed under Section 17.45(4) of the Zoning Code for the industrial building located at N115 W18945 Edison Drive in the Germantown Industrial Park. Property Location: N115 W18945 Edison Drive Applicant/ Owner: PLM Paving Phoenix Metals Corp W225N3178 Duplainville Rd N115 W18945 Edison Dr Pewaukee, WI Germantown, WI 53022 ----------------------------------------------------------------------------------------------------------- Zoning: M-1: Limited Industrial District Adjacent Land Uses Zoning North Industrial M-1 South Industrial M-1 East Industrial M-1 West Industrial M-1 Location Map Page 38 of 74 Zoning Permit PLM Paving / Phoenix Metals Corp Page 2 of 3 Proposal PLM Paving & Concrete, agent for Phoenix Metals Corp, property owner, is requesting approval to reconstruct an existing driveway that will exceed the maximum 35’ driveway width allowed under Section 17.45(4) of the Zoning Code for the industrial building located at N115 W18945 Edison Drive in the Germantown Industrial Park. As indicated in the Driveway Permit application (copy attached), the applicant is requesting approval to remove and reconstruct approximately 40 feet of concrete curb with a mountable curb that would contribute to effectively increasing the driveway width to approximately 180 feet. Staff Comments As shown in the location map above, the property extends from Edison Drive on the north to Clinton Drive on the south with driveway access to both streets. The building was originally constructed in 1977 with the south addition and access to Clinton Drive approved in 1889. Since that time, pavement was added in front of the building for loading dock access, trailer, dumpster and recycling container parking. As shown in the site photo above, a small section of raised curb exists in front of the building (immediately in front of the small black dumpster). For all intents and purposes, the curb is no longer functional as intended. Since there are no storm water inlets along the curb on the north side of Clinton Drive, it serves no storm water control purpose and is more of a hinderance to business operations. Scott Anderson, Highway Superintendent, supports the proposal to remove the high- back curb section and replace it with mountable curb. Page 39 of 74 Zoning Permit PLM Paving / Phoenix Metals Corp Page 3 of 3 The Plan Commission has the authority to vary the driveway width requirements under Section 17.45(4) in the Zoning Code. APPROVE the Zoning Permit application to reconstruct an existing driveway that will exceed the maximum 35’ driveway width allowed under Section 17.45(4) of the Zoning Code for the industrial building located at N115 W18945 Edison Drive in the Germantown Industrial Park subject to the following (1) condition: 1. A Driveway Permit is required. VILLAGE STAFF RECOMMENDATION Page 40 of 74 Page 41 of 74 Page 42 of 74 Page 43 of 74 Page 44 of 74 Page 45 of 74 Page 46 of 74 Page 47 of 74 Page 48 of 74 Page 49 of 74 Page 50 of 74 Page 51 of 74 Page 52 of 74 Page 53 of 74 Page 54 of 74 Page 55 of 74 Page 56 of 74 Page 57 of 74 SIGN REVIEW APPLICATION 08/10/26 Plan Commission Meeting City Signs Service / ID Logistics / F Street Germantown, LLC Village Staff Report & Recommendation Germantown, Wisconsin SUMMARY City Signs Service, Agent for ID Logistics and F Street Germantown, LLC, Property Owner. Sign Review application for ID Logistics at N104W12659 Donges Bay Road. Location: N104W12659 Donges Bay Road Applicants/ Owner: City Signs Service F Street Germantown, LLC 424 Cardean Drive 1134 N 9 TH Street, Suite 200 Horsham, PA 19044 Milwaukee, WI 53233 ----------------------------------------------------------------------------------------------------------- Zoning: M-1: Limited Industrial District Adjacent Land Uses Zoning North Agricultural/Residential A-1/Rs-3 South Agricultural A-1 East Industrial M-1 West Institutional I Location Map Page 58 of 74 Sign Review Application City Signs Service / ID Logistics / F Street Page 2 of 2 Background/Proposal City Signs Service, Agent for ID Logistics and F Street Germantown, LLC, Property Owner. Sign Review application for ID Logistics at N104W12659 Donges Bay Road. In February 2026, ID Logistics received zoning permit approval to occupy the subject 375,000 square foot industrial building. ID Logistics is an international logistics and transport company with over 20 years of experience in supply chain management. Their Germantown location includes offices, warehousing, and storage space for distribution purposes. At this time, ID Logistics is seeking approval of signage for the site. Details of the proposed signs are listed as follows: • (1) Wall Sign – (Northern façade of building) 140 square feet, single-sided channel letter sign including business logo mounted on façade. The proposed sign is illuminated per application. • (1) Wall Sign – (Eastern façade of building) 114 square feet, single-sided channel letter sign including product logo mounted on façade. The proposed sign is illuminated per application. Staff Comments The proposed signs comply with applicable standards per the Village’s Sign Code, as the Plan Commission may approve signage on any façade of a building. APPROVE the proposed sign plan for ID Logistics for property located at N104W12659 Donges Bay Road. VILLAGE STAFF RECOMMENDATION Page 59 of 74 *** Village of *-Sillhunmen o APPLICANT/AGENT: Citv Sions Service Stephanie Rumer i Paige Marshall (agents) 424 Cardean Drive, Horsham, PA 19044 @ PROPERTY ADDRESS OR GEI{ERAL LOCATIOI{ Fee must accompany apPlication x $320 Sign Review Fee I $90 Sis n Face Replacement Paid On: ..o"" fl.ll7 SIGN REVIEW APPLICATION Pursuant to Section 17 .46 of the Mu icinal Code Please read and complete this application carefully. All applications must be signed and dated. PROPERTY OWNER: F STREET GERMANTOWN LLC 1134 N gTH ST STE 2OO IVIILWAUKEE wt 53233 TAX KEY NUMBER = 114 SF o SIGN !T{FORMATION of illurninatrad ohannel )C Sign Dimensions -height x width Number of Sides 1 Total Square Footage of Sign (include all sides) 254 Total height of the SigI S€e sign measurements above ls the Sign to be illuminated x no Type of Sign Construction Materials aluminum Distance to Closest Property Line Are there any existing signs on the property NO lf yes, what is the total Square Footage of existing signs ruln What are the intentions for the existing signs: Take down Remain g stGt{ATtJREs - A!-L AppLteATtCINs M{JsT BE SNcNED EY OwNER! ,er.tutz', 613012026 Ap Owner fiap{* Sinteruutti Tenant (circle one) Building Frontage SF t o+z toial SF E .lllt, il g ll[i'[ Forms-'Sions OlfiCl"Of'TilU Vll-l ,r,Gf; 1; ,,rliil!'1 t{104W 12659 Donges Bay Rd, Germantown, W! 53022 Revised 1215125 Date Sharepoint>06-APPLICATIONS ALL>App " l{l!!4l$g-ql-e'!5}1}r'r i r.il^; L-. - Page 60 of 74 ID Logistics Project: 26-2106-IDLO Nutrabolt N104W 12659 Donges Bay Rd, Germantown, WI 53022 Revisions: R1 05.12.26 RP R4 R4.00.00 - R2 06.23.26 RP R5 R5.00.00 - R3 R3.00.00 - R6 R6.00.00 - Rob Peters 04.22.26 RP 424 Caredean Dr., Horsham PA, 19044 215.442.1323 / citysignservice.net Interior / Exterior Sign Manufacturers 01.1A IDLogistics\Germantown\26-2106- IDLO_Germantown_Exterior... THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORIZATION FROM CITY SIGN SERVICE, INC. © 2026 PARTIAL ELEVATION SCALE: 1:48A SIGN EXPOSURE 140 FT² CHL-011. 5” DEEP FACE LIT CHANNEL LETTERS: A. ¼” WHITE ACM BACKS. B. .050” WHITE ALUMINUM RETURNS. C. 1” WHITE TRIMCAP . D. 3/16” WHITE LEXAN FACES WITH APPLIED TRANSLUCENT VINYL. 2. WHITE LED LIGHTING. 3. WEEP HOLES. 4. LETTER SECURED FLUSH TO BLOCK CONCRETE WALL VIA ¼-20 THREADED STUDS AND SET VIA 100% SILICONE ADHESIVE. 5. SECONDARY LEADS AT BOTTOM OF LETTERS, CARRIED THROUGH WALL TO REMOTEL Y MOUNTED POWER SUPPLIES ON THE INSIDE, CONTAINED WITH UL LISTED HOUSING. 120 OR 277 V PRIMARY ELECTRIC SERVICE AND TIMECLOCK AT SIGN LOCATION (BY OTHERS). PROFILE SECTION SCALE: 3”=1'-0"BPARTIAL NORTH ELEVATION SCALE: 1:144C 5” 1A1B1C 3 2 1D 4 5 Internally Illum. Channel Letter Set Qty: 01 Fabrication Information: PRODUCE INTERNALL Y ILLUMINATED CHANNEL LETTER SET Installation Information: INSTALL ONTO BUILDING ELEVATION AS SHOWN Electrical Information / Per Set: 240W Max 120/277V 2A Max Draw Vinyl V2 Dig. Print White Transl. / Matte Lam. V1 Avery Real Blue (900-692-T) N104W12659 EXISTING ADDRESS NUMERALS EQ.EQ. 65” 50 ½” 102 ¼” 308 ½” 33 ½” 1 120” ALIGN Page 61 of 74 ID Logistics Project: 26-2106-IDLO Nutrabolt N104W 12659 Donges Bay Rd, Germantown, WI 53022 Revisions: R1 05.12.26 RP R4 R4.00.00 - R2 06.23.26 RP R5 R5.00.00 - R3 R3.00.00 - R6 R6.00.00 - Rob Peters 04.22.26 RP 424 Caredean Dr., Horsham PA, 19044 215.442.1323 / citysignservice.net Interior / Exterior Sign Manufacturers 01.2A IDLogistics\Germantown\26-2106- IDLO_Germantown_Exterior... THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORIZATION FROM CITY SIGN SERVICE, INC. © 2026 PARTIAL ELEVATION SCALE: 1:64A SIGN EXPOSURE 114 FT² CHL-021. 5” DEEP FACE LIT CHANNEL LETTERS: A. ¼” WHITE ACM BACKS. B. .050” WHITE / BLACK (BLACK EXPOSED) ALUMINUM RETURNS. C. 1” BLACK TRIMCAP . D. 3/16” WHITE ACRYLIC (2447) WITH APPLIED TRANSLUCENT VINYL (V3) 2. WHITE LED LIGHTING. 3. WEEP HOLES. 4. LETTER SECURED FLUSH TO BLOCK CONCRETE WALL VIA ¼-20 THREADED STUDS AND SET VIA 100% SILICONE ADHESIVE. 5. SECONDARY LEADS AT BOTTOM OF LETTERS, CARRIED THROUGH WALL TO REMOTEL Y MOUNTED POWER SUPPLIES ON THE INSIDE, CONTAINED WITH UL LISTED HOUSING. 120 OR 277 V PRIMARY ELECTRIC SERVICE AND TIMECLOCK AT SIGN LOCATION (BY OTHERS). PROFILE SECTION SCALE: 3”=1'-0"BPARTIAL WEST ELEVATION SCALE: 1:144C 5” 1A1B1C 3 2 1D 4 5 Internally Illum. Channel Letter Set Qty: 01 Fabrication Information: PRODUCE INTERNALL Y ILLUMINATED CHANNEL LETTER SET Installation Information: INSTALL ONTO BUILDING ELEVATION AS SHOWN Electrical Information / Per Set: 240W Max 120/277V 2A Max Draw Vinyl V3 Black Day/Night Perforated 50/50 EXISTING DOWNLIGHT MATCH IDL BASELINE MATCH IDL BASELINE 34 ½” 472 ½” 120” ALIGN Page 62 of 74 ID Logistics Project: 26-2106-IDLO Nutrabolt N104W 12659 Donges Bay Rd, Germantown, WI 53022 Revisions: R1 05.12.26 RP R4 R4.00.00 - R2 06.23.26 RP R5 R5.00.00 - R3 R3.00.00 - R6 R6.00.00 - Rob Peters 04.22.26 RP 424 Caredean Dr., Horsham PA, 19044 215.442.1323 / citysignservice.net Interior / Exterior Sign Manufacturers 01.3 IDLogistics\Germantown\26-2106- IDLO_Germantown_Exterior... THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORIZATION FROM CITY SIGN SERVICE, INC. © 2026 Rendering Page 63 of 74 ID Logistics Project: 26-2106-IDLO Nutrabolt N104W 12659 Donges Bay Rd, Germantown, WI 53022 Revisions: R1 05.12.26 RP R4 R4.00.00 - R2 06.23.26 RP R5 R5.00.00 - R3 R3.00.00 - R6 R6.00.00 - Rob Peters 04.22.26 RP 424 Caredean Dr., Horsham PA, 19044 215.442.1323 / citysignservice.net Interior / Exterior Sign Manufacturers SP IDLogistics\Germantown\26-2106- IDLO_Germantown_Exterior... THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION THAT CANNOT BE REPRODUCED OR DIVULGED, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORIZATION FROM CITY SIGN SERVICE, INC. © 2026 Sign Plan DONGES BAY RD WASAUKKE RD 362’-0” 1042’-0” CHL-01 CHL-02 VNY-03 VNY-01 VNY-02 Page 64 of 74 SIGN PERMIT REVIEW 8/10/26 Plan Commission Meeting Michaels Signs Inc. / CQ WI 2021 LLC / Capstone 41 Village Staff Report & Recommendation Germantown, Wisconsin SUMMARY Michaels Signs, Agents for CQ WI 2021 LLC, Property Owner, are seeking approval of a sign permit for wall, monument and directional signage for the Capstone 41 - Phase II & III industrial buildings. Property is located at N128 W20833 Holy Hill Road in the “Holy Hill Gateway District”. Location: N128 W20833 Holy Hill Road Applicants/ Owner: Michaels Signs CQ WI 2021, LLC 3914 S Memorial Dr N17 W24222 Riverwood Dr, Suite 160 Racine, WI Waukesha, WI 53188 ----------------------------------------------------------------------------------------------------------- Zoning: M-1: Limited Industrial Adjacent Land Uses Zoning North Business/Industrial M-1 South Agricultural/Environmental A-1 East Business/Industrial M-1 West Industrial M-1 Location Map Page 65 of 74 Sign Permit Review Michaels Signs / CQ WI / Capstone 41 Page 2 of 2 Background/Proposal In February 2025, the Plan Commission approved site development and building plans for Phase III of the 52.5-acre Capstone 41 Business Park, including a 291,140 sqft foot industrial building on Lot 2 of CSM 7248 (29.42 acres). At this time, Michaels Signs, Agents for CQ WI 2021 LLC, Property Owner, are seeking approval of the following wall, monument and directional signage for the Capstone 41 - Phase II & III industrial buildings: Monument Sign 1’6” x 5’6” x 4’ high (8.25 sqft per side; 16.5 sqft total) double-sided, internally illuminated sign w/ an aluminum cabinet and routed aluminum w/ white opaque Lexan faces mounted on a pre-fab concrete textured base located at the east driveway entrance into the business park near Building #3; Wall Signs 3’ x 10’6” (31.5 sqft total) internally illuminated, flush-mounted channel letters showing the address coordinates “20955” (for Building #2) and “20833” (for Building #3) located on the elevations of each building facing Holy Hill Road; On-Site Directional Signs A total of (13) post & panel, not illuminated on-site directional signs located throughout the site around and in the parking areas and internal driveways each less than 6 sqft each Staff Comments The proposed monument sign meets the Village’s sign regulations and matches the other monument sign installed along Holy Hill Road at the primary driveway entrance (Gateway Crossing @ Holy Hill Road). The proposed wall signs and on-site directional signs are also compliant with the Village’s Sign Code standards pertaining to square footage and location on the building. APPROVE the proposed wall, monument, and on-site directional signs for the Phase II & Phase III industrial buildings located at N128 W20955 & W20833 Holy Hill Road in the sign specification package dated March 6, 2026, subject to the following condition: 1. Applicant/owner shall obtain electrical permits from Inspection Services prior to sign installation. VILLAGE STAFF RECOMMENDATION Page 66 of 74 Page 67 of 74 Page 68 of 74 Page 69 of 74 Page 70 of 74 Page 71 of 74 Page 72 of 74 Page 73 of 74 Page 74 of 74