RecordWell Data

Village Board — Agenda Packet

Village of Germantown · Washington County · Village Board · meeting of Jul 20, 2026 · Agenda packets

Open the original document More from Village of Germantown

Text

Extracted automatically from the original. Tables and formatting may not survive; the original document is authoritative.

MEETING: REGULAR MEETING OF THE VILLAGE BOARD DATE & TIME: Monday, July 20, 2026 at 7:00 PM LOCATION: Germantown Village Hall Board Room N112 W17001 Mequon Road Any member of the body and/or citizen may attend the meeting virtually through the WebEx platform, Meeting #:2551 746 8900 Password: RGfHMePh684 which can be accessed by phone at 408-418-9388 or by clicking the link below: https://villageofgermantown.my.webex.com/villageofgermantown.my/j.php?MTID=mbac09c1bf 900c82b3d4fd86d044402dc 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 VillageBoard 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. PLEDGE OF ALLEGIANCE / MOMENT OF SILENCE: IV. PRESIDENT’S REPORT: V. ANNOUNCEMENTS OF FORTHCOMING EVENTS OF PUBLIC INTEREST / COMMITTEE AND DEPARTMENT REPORTS: VI. CITIZEN INPUT: (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. VII. CONSENT AGENDA: A. July 8, 2026 Meeting Minutes (ACTION) B. One-Time Temporary Outdoor Entertainment Permit for Lynn Sterns, W124N12127 Wasaukee Rd, on 08/22/2026 (ACTION) C. Temporary Class "B" Beer/"Class B" Wine Application for Germantown Historical Society's Oktoberfest, September 26-27, 2026 (ACTION) D. Police Department Budget Amendment for Insurance Proceeds, Grant Revenues, Donations, and Sale of Handgun Revenues (ACTION) E. Reduction to the letter of credit in the amount of $164,375.25 to Home Path Financial, developer of Heritage Park North (ACTION) F. Amendment #1 to Agreement with MSA for the Maple Road bridge repair in an amount which includes a 10% contingency of $31,130.00 (ACTION) VIII. UNFINISHED BUSINESS: IX. PUBLIC HEARINGS: Page 1 of 205 VILLAGE BOARD AGENDA July 20, 2026 Page 2 X. NEW BUSINESS: A. Public Grant Program Application by Germantown Historical Society Inc for 2026 Christ Church Restoration and Addition Project (ACTION) B. Request to Update Master Signers on the Village’s US Bank account (ACTION) C. Resolution Adopting the 2025 Compliance Maintenance Annual Report (CMAR) (WDNR) (ACTION) D. Gettysburg Drive "School Crossing" roadway painting and speed reduction signage (ACTION) E. Change order to Agreement with Vinton Construction for the High Point Pass Project in the amount of $34,909.96 (ACTION) F. Adoption of 2026 Wage and Equipment Rates (ACTION) G. Approval of Funding for Construction Manager at Risk for New Police Department to Moore Construction Services (ACTION) H. Countywide EMS System Resolution (ACTION) XI. 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 205 MEETING: REGULAR MEETING OF THE VILLAGE BOARD DATE AND TIME: Monday, July 6, 2026 7:00 PM LOCATION: Germantown Vi llage 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. Village President Bob Soderberg called the Village Board meeting to order at 7:00 PM. II. ROLL CALL: Prese nt: Trustee Robert Warren, Trustee Meg Cutts, Trustee Patrick Kaiser, Trustee Jan Miller, Trustee Scott Hefle, Trustee Jolene Pieper, Trustee Jim Stout, Trustee Terri Kaminski, Village President Bob Soderberg Also Present: Village Clerk Donna Ott, Village Attorney Brian Sajdak, Administrator Matt Trebatoski, Community Development Director Jeff Retzlaff III. PLEDGE OF ALLEGIANCE / MOMENT OF SILENCE: IV. PRESIDENT’S REPORT: Village President Soderberg spoke regarding the Fourth of July activities held at Firemen's Park and thanked all volunteers, sponsors, vendors, Police, Fire, DPW, and Park and Recreation Departments involved with the Celebration. He additionally thanked the Germantown Area Chamber of Commerce for managing the Fourth of July parade and thanked the Fourth of July Taskforce co-chairs Trustee Jan Miller and Tom Barney for their coordination efforts. Lastly, President Soderberg spoke regarding the construction at Fond du Lac Av/Division Rd, Flower Source demolition, Village Center community engagement opportunity, and welcomed the Village's new Administrator Matt Trebatoski. A. Park and Recreation Month Proclamation (PRESENTATION) Village President Soderberg read aloud a proclamation observing Park and Recreation Month for the month of July, 2026. V. ANNOUNCEMENTS OF FORTHCOMING EVENTS OF PUBLIC INTEREST / COMMITTEE AND DEPARTMENT REPORTS: Trustee Kaminski announced the upcoming Public Works & Highways Committee DRAFT Page 3 of 205 Page 2 meeting on July 8, 2026, at 5:30 PM. Trustee Cutts announced the upcoming General Government & Finance Committee meeting on July 20, 2026, at 5:30 PM, and the upcoming Public Safety Committee meeting on August 3, 2026, at 6:00 PM. Trustee Hefle announced the upcoming Economic Development Commission meeting on July 14, 2026, at 6:00 PM. Trustee Miller announced the upcoming Tree Advisory Board on July 9, 2026, at 1:30 PM, and the upcoming Tourism Commission Meeting on July 13, 2026 at 5:00 PM. VI. CITIZEN INPUT: (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. Melanie Smythe (N140W17938 Cedar Ln) spoke regarding the Police Department building contract and the future financial forensic audit. VII. CONSENT AGENDA: Motion: Approve Items A and B as presented Motioned By: Terri Kaminski Seconded By: Robert Warren Yes: Robert Warren, Meg Cutts, Patrick Kaiser, Jan Miller, Scott Hefle, Jolene Pieper, Jim Stout, Terri Kaminski, Bob Soderberg No: None Abstain: None Motion Passed by Voice Vote (Yes 9, No 0, Abstained 0) A. June 15, 2026, Meeting Minutes (ACTION) B. Temporary Class "B" Beer Application for Germantown Area Chamber of Commerce Business After Hours Event — July 15, 2026 (ACTION) VIII. UNFINISHED BUSINESS: IX. PUBLIC HEARINGS: X. NEW BUSINESS: DRAFT Page 4 of 205 Page 3 A. Appointment of Election Inspectors and Central Count Election Officials for the Remainder of the 2026-2027 Election Term (ACTION) Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: Scott Hefle Yes: Robert Warren, Meg Cutts, Patrick Kaiser, Jan Miller, Scott Hefle, Jolene Pieper, Jim Stout, Terri Kaminski, Bob Soderberg No: None Abstain: None Motion Passed by Voice Vote (Yes 9, No 0, Abstained 0) B. Brandon O'Bryon, Agent for Mark Posey and Randall Wendland, Property Owner, at W212 N11206 Meeker Hill Lane; Application to Rezone 2.1 acres from the R-2: Single-Family Residential to the B-3: General Business District; and a Conditional Use Permit (CUP) Application to Allow the Operation of a Construction Service/Contractor Shop for a Tree Removal Business Operation. (ACTION) Community Development Director Jeff Retzlaff presented the rezoning and conditional use permit request. He advised that on June 8, 2026, the Plan Commission recommended denial of both the rezoning request and conditional use application. Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: Terri Kaminski Yes: None No: Robert Warren, Meg Cutts, Patrick Kaiser, Jan Miller, Scott Hefle, Jolene Pieper, Jim Stout, Terri Kaminski, Bob Soderberg Abstain: None Motion Failed by Voice Vote (Yes 0, No 9, Abstained 0) XI. ADJOURNMENT: Village President Soderberg adjourned the Village Board meeting at 7:20 PM. DRAFT Page 5 of 205 BUSINESS OF THE VILLAGE BOARD MEETING DATE: July 20, 2026 PLACEMENT: Action Item ITEM TITLE: One-Time Temporary Outdoor Entertainment Permit for Lynn Sterns, W124N12127 Wasaukee Rd, on 08/22/2026 (ACTION) SUBMITTED BY: Kasie Miller, Chief Deputy Clerk SUMMARY EXPLANATION: Lynn Sterns, resident of W124N12127 Wasaukee Rd, has submitted an application for a One-Time Temporary Outdoor Entertainment Permit for a private wedding reception held at their residence on August 22, 2026, from 5:00PM until 11:00PM. A 30 ft by 60 ft tent will be used as shelter for guests and for the DJ to play amplified music. Five- hundred foot notices were mailed to adjacent property owners on 06/16/2026. Police, Fire, and Community Development Departments have provided approval of this application. ATTACHMENT: 1. Sterns Temp 1 Day_Redacted STAFF RECOMMENDATION: Approval of the One-Time Temporary Outdoor Entertainment Permit Application for Stern's residence private wedding reception on 08/22/2026. ACTION BY COMMITTEE: Page 6 of 205 Page 7 of 205 Page 8 of 205 Page 9 of 205 Page 10 of 205 BUSINESS OF THE VILLAGE BOARD MEETING DATE: July 20, 2026 PLACEMENT: Action Item ITEM TITLE: Temporary Class "B" Beer/"Class B" Wine Application for Germantown Historical Society's Oktoberfest, September 26-27, 2026 (ACTION) SUBMITTED BY: SUMMARY EXPLANATION: ATTACHMENT: 1. Redacted Oktoberfest 09.26.26-09.27.26 Temp Class B-Beer and Wine STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 11 of 205 Page 12 of 205 Page 13 of 205 Page 14 of 205 Page 15 of 205 BUSINESS OF THE VILLAGE BOARD GERMANTOWN, WI MEETING DATE: July 20, 2026 AGENDA ITEM: Action Item ITEM TITLE: 2026 Police Department Budget Amendment to Account for Insurance Proceeds, Grant Revenue Offsetting Previously Unbudgeted Expenditures, and Sale of Old Department Handguns SUBMITTED BY: Chief Patrick Merten SUMMARY EXPLANATION: CVMIC Insurance Payments for Damaged Squad Vehicle s • The Village received $300.00 in insurance proceeds from CVMIC related to recently damaged squad vehicle. • The funds will be used to offset the replacement and repair costs associated with the affected vehicles. WI DOJ Body Armor Reimbursement • The Village received $2,559.85 in Wisconsin Department of Justice Body Armor reimbursement funds to support officer safety with ballistic protection. • The funds will offset ballistic vest uniform expenses incurred in 2026. Sale of Old Department Handguns • The Village received $5,000.00 for the sale of handguns that Kettle Moraine Precision sold for the village. • I am asking for the funds to be used to offset the cost of purchasing new patrol rifle weapon mounted lights. Donations to Police Department • The Police Department received a donation from a resident in the amount of $1,500.00 to be used towards patrol rifle weapon mounted lights. • The funds will offset the cost of the new weapon mounted lights. Budget Adjustment • Increase General Fund - PD Squad Maintenance & Repairs (10541000-552700) $300.00 • Increase General Fund – PD Uniforms (10541000-531450) $2,559.85 • Increase General Fund – Protective Supplies (10542000-531560) $6,500.00 o Sale of Guns - $5,000.00 o Donations - $1,500.00 Fiscal Impact There is no net impact on the General Fund, as the additional e xpenditures are fully offset by corresponding insurance reimbursements, grant revenues, donations, and sale of equipment. ATTACHMENT: ORDINANCE___ RESOLUTION_____ OTHER_____ RECOMMENDATION: Staff recommends approval of the Police Department budget amendment as outlined above to ensure accurate financial reporting and proper use of restricted or reimbursed funds. Page 16 of 205 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: July 8, 2026 PLACEMENT: Action Item ITEM TITLE: Letter of Credit Reduction – Heritage Park North SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works SUMMARY EXPLANATION: Home Path Financial, LP, developer of Heritage Park North, has requested a reduction to the Letter of Credit (LOC). The current value of the LOC is $174,375.25. The developer is requesting a reduction in the amount of $164,375.25, leaving a surety balance of $10,000.00 for the one-year warranty period established in the Development Agreement. All the public improvements have been completed and accepted by the Village. Some street tree planting and their associated warranty period are what remain. ATTACHMENT: ORDINANCE RESOLUTION OTHER___X___ Request letter dated 6/25/2026 – Home Path Financial, LP RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend a reduction to the letter of credit in the amount of $164,375.25, for approval by the Village Board COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 17 of 205 Page 18 of 205 Page 19 of 205 Page 20 of 205   5116 N 126th St. Butler WI 53007 - www.myhomepath.com - Facebook.com/HomePathFinancial “Home Path Financial ~ Opening a Path to Success”     11/07/22    Village of Germantown  Attn: Mr. Larry Ratayczak, PE  N112W 17001 N8480 Mequon Road  Germantown, WI  53022    Re:   Heritage Park North   Bond #UCSX372X4816    Mr. Ratayczak,  Please consider this letter our formal request for reduction #2 of the subdivision surety referenced  above. We are requesting a reduction in the amount of $2,028,28 0,  leaving a surety balance of  $174,375.25.   The remaining balance represents 125% of the values identified in the development agreement for  asphalt surface course, dry utilities, street lights, street signs, and street trees.    Please provide written approval at your earliest convenience or contact me with any questions or comments.   Sincerely,  Ken Fra nk     Director, Acquisition and Development  Home Path Financial Limited Partnership    xc:  Matt Rhum, Home Path Financial    Keith Kindred, SEH Engineering    Herb Gross, Home Path Financial    Page 21 of 205 5116 N 126th St. Butler WI 53007 - www.myhomepath.com - Facebook.com/HomePathFinancial “Home Path Financial ~ Opening a Path to Success” 06/25/26 Village of Germantown Attn: Tim Zimmerman N112 W17001 Mequon Road Germantown, WI 53022 Re: Heritage Park North Bond # UCSX372X4816 Mr. Zimmerman, Please consider this letter our formal request for the final reduction of the subdivision surety referenced above. We are requesting a reduction in the amount of $164,375.25 leaving a surety balance of $10,000.00 for the 1 year Warranty period established in the Development Agreement. Please provide written approval at your earliest convenience or contact me with questions or comments. Sincerely, Tim Pykett Land Development Group Home Path Financial Limited Partnership Page 22 of 205 Page 23 of 205 Page 24 of 205 Page 25 of 205 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: July 8, 2026 PLACEMENT: Action Item ITEM TITLE: Amendment To the MSA Professional Services Agreement – Maple Road Bridge Repair SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works SUMMARY EXPLANATION: By unanimous recommendation the PWHC recommended repair option A as presented at the May 13, 2026 PWHC. Our consultant, MSA under Village project number 2603 was asked to expand their scope of services to include preparation of plans and specs, bid administration, construction administration, and construction observation. ATTACHMENT: ORDINANCE RESOLUTION OTHER___X___ PSA Amendment RECOMMENDATION: Staff requests the PWHC recommend to the Village Board acceptance of MSA Amendment 1 – for the Maple Rd. Bridge Repair in the amount of $28,300 with an additional 10% contingency of $2,830.00 for the total amount of $31,130.00. Funded in 40-561000-594300 Bridges COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 26 of 205 Page 1 of 6 \\msa-ps.com\fs\Project\00\00223\00223006\Contract\CA1\MSA Contract Amendment for Maple Road Bridge.docx Amendment No: 1 MSA Project Number: 00223006 Date of Issuance: June 17, 2026 This is an amendment to the Agreement dated January 6, 2026 and does acknowledge that MSA Professional Services, Inc. (MSA) is authorized to begin work on the following project amendment: MSA PROFESSIONAL SERVICES, INC (MSA) Address: 1702 Pankratz Street, Madison, WI 53704 Phone: (608) 355-8945 Representative: Leah Rhodes Email: lrhodes@msa-ps.com VILLAGE OF GERMANTOWN (OWNER) Address: W130N10200 Town 9 Parkway, Germantown, WI 53022 Phone: (262) 250-4725 Representative: Timothy Zimmerman Email: tzimmerman@germantownwi.gov Project Name: Maple Road over Goldendale Creek Bridge Repair The project scope has changed due to:  Bid Administrative Package and Services (if authorized in writing)  Construction Administration Services (if authorized in writing)  Construction Observation Services The scope of the work authorized is: See Attachment A: Scope of Services The schedule to perform the work is: Approximate Start Date: June 22, 2026 Approximate Completion Date: December 1, 2026 The fees for the work are as follows: Original Fee Fee Adjustment Phase 100: Data Collection Lump Sum $820 $0 Phase 200: Field Verification Lump Sum $1,375 $0 Phase 300: Site Evaluation Study Lump Sum $10,740 $0 Phase 400: Repair Package for Quotations Lump Sum $5,010 $0 Phase 500: Repair Plans and Specifications Estimated Fee $13,660 $0 Phase 600: Bid Administration Services (if authorized in writing) Lump Sum - $6,100 Phase 700: Construction Administration Services (if authorized in writing) Estimated Fee - $9,500 Phase 800: Construction Observation Services Estimated Fee - $12,700 Page 27 of 205 Page 2 of 6 \\msa-ps.com\fs\Project\00\00223\00223006\Contract\CA1\MSA Contract Amendment for Maple Road Bridge.docx The estimated fee for the work is: $28,300 Original contract amount: $31,605 New contract amount: $59,905 Any attachments or exhibits referenced in this Amendment are made part of the original Agreement. Payment for these services will be on a time and expense basis, where indicated (estimated fee), and on a lump sum basis where indicated. Attachment B: Rate Schedule is attached and made part of this Agreement Approval: MSA shall commence work on this project in accordance with your written authorization. This authorization is acknowledged by signature of the authorized representatives of the parties to this Amendment. A copy of this Amendment signed by the authorized representatives shall be returned for our files. If a signed copy of this Authorization is not received by MSA within seven days from the date of issuance, MSA may stop work on the project. VILLAGE OF GERMANTOWN MSA PROFESSIONAL SERVICES, INC. Bob Soderberg Leah Rhodes, PE Village President Team Leader Date: Date: 6/17/2026 Page 28 of 205 Page 3 of 6 (Attachment A: Scope of Services) \\msa-ps.com\fs\Project\00\00223\00223006\Contract\CA1\MSA Contract Amendment for Maple Road Bridge.docx ATTACHMENT A: The following changes to the original CONTRACT are included with this AMENDMENT NO. 1 for Attachment A. PHASE 600 – BID ADMINISTRATION SERVICES (IF AUTHORIZED IN WRITING) Phase 600 is added as follows:  Project Manual specifications for bidding  Provide Bid Advertisement  Administer Bid Document Distribution Process utilizing QuestCDN  Issue Addenda as appropriate to clarify, correct, or change the bidding documents  Conduct a Virtual Electronic Bid Opening  Prepare Tabulation of Bids  Assist Owner in evaluating bids and in assembling and awarding construction contracts  Attend one virtual meeting to formally recommend award. PHASE 700 – CONSTRUCTION ADMINISTRATION SERVICES (IF AUTHORIZED IN WRITING) Phase 700 is added as follows:  Manage and coordinate project team, budget and schedules. Maintain communication with Owner and stakeholders on project.  Coordinate and Conduct Preconstruction Meeting  Facilitate up to three (3) virtual construction progress meetings  Review Contractor Applications for Payment; make payment recommendation to Owner as appropriate.  Review Change Order requests from Contractor; recommend Change Orders to Owner as appropriate.  Review Contractor Submittals, Schedules and Samples for compliance with Construction Documents.  Prepare punch list (items to be completed or corrected). Review Contractor work and completion documents for compliance with construction contract and readiness for final payment (includes warranty documentation and lien waiver review). PHASE 800 – CONSTRUCTION OBSERVATION SERVICES Phase 800 is added as follows:  Furnish a Construction Observer to observe the progress and quality of the Contractor’s work on the bridge beam repair. Responsibilities of the Construction Observer include: o Attend Preconstruction Meeting (Virtual Attendance Only) o Assist in communication between Engineer, Contractor and Owner, especially when additional information, interpretation, or clarification is needed regarding existing conditions or contract documents. o Respond to Contractor Requests for Information and assist in interpretation of contract documents as it pertains to bridge beam repair. o Review Contractor material submittals for general conformance with the design intent of the construction documents. o Conduct on-site observations of the Contractor’s work in progress, limited to a maximum of six (6) site visits and twenty-four (24) total field hours (excluding travel), including the punch list visit. Page 29 of 205 Page 4 of 6 (Attachment A: Scope of Services) \\msa-ps.com\fs\Project\00\00223\00223006\Contract\CA1\MSA Contract Amendment for Maple Road Bridge.docx o Observation will include both concrete surface repairs and fiber wrap reinforcement work, including identifying repair locations in the field. o The Construction Observer will not have control over or responsibility for construction means, methods, techniques, sequences, procedures, or safety precautions and programs implemented by the Contractor. o Maintain orderly files and prepare field notes for each site visit recording Contractor’s activities at the site. o Review applications for payment for general conformance with observed progress of the bridge repair work, and materials and equipment delivered at the site. o Prepare Record Drawings based on addenda, Field Orders, Change Orders and Contractor’s Records.  Additional services will be required if the Contractor’s schedule extends beyond the anticipated duration or requires additional site visits beyond those included. ADDITIONAL SERVICES The Additional Services section is removed and replaced with the following: The following services are not included but can be provided on a time and materials basis as an additional service if authorized in writing.  Topographic or utility survey  Utility coordination  DNR or other agency coordination  Permitting  Right of way exhibits  Traffic control plans  Load rating calculations  Public involvement meetings  Hazardous materials investigation (including asbestos) Page 30 of 205 Page 5 of 6 (Attachment A: Scope of Services) \\msa-ps.com\fs\Project\00\00223\00223006\Contract\CA1\MSA Contract Amendment for Maple Road Bridge.docx SCHEDULE The Schedule section is removed and replaced with the following: The following items of work will be completed by the following dates if MSA has received the signed contract by June 22, 2026. MILESTONE COMPLETION Kick-Off Meeting January 2026 Phase 100: Data Collection January 2026 Phase 200: Field Verification February 2026 Phase 300: Site Evaluation Study March 20, 2026 Phase 400: Repair Package for Quotations July 10, 2026 Phase 500: Repair Plans and Specifications July 10, 2026 Phase 600: Bid Administration Services (if authorized) September 2026 Phase 700: Construction Administration Services (if authorized) December 1, 2026 Phase 800: Construction Observation Services December 1, 2026 Page 31 of 205 Page 6 of 6 (Attachment B: Rate Schedule) \\msa-ps.com\fs\Project\00\00223\00223006\Contract\CA1\MSA Contract Amendment for Maple Road Bridge.docx ATTACHMENT B: RATE SCHEDULE Administrative ............................................................................................ $ 90 – $160/hr. Architects ................................................................................................... $ 90 – $208/hr. Community Development Specialists ......................................................... $144 – $208/hr. Digital Design ............................................................................................. $121 – $159/hr. Environmental Scientists/Geologists .......................................................... $116 – $203/hr. Geographic Information Systems (GIS) ...................................................... $105 – $203/hr. Housing Administration .............................................................................. $ 97 – $198/hr. Inspectors/Zoning Administrators ............................................................... $115 – $160/hr. IT Support .................................................................................................. $184 – $203/hr. Land Surveying .......................................................................................... $ 90 – $208/hr. Landscape Designers & Architects ............................................................. $ 90 – $231/hr. Planners..................................................................................................... $ 90 – $226/hr. Principals ................................................................................................... $230 – $330/hr. Professional Engineers/Designers of Engineering Systems ....................... $163 – $214/hr. Project Managers ....................................................................................... $126 – $259/hr. Real Estate Professionals .......................................................................... $147 – $203/hr. Staff Engineers .......................................................................................... $ 90 – $157/hr. Technicians ................................................................................................ $105 – $159/hr. Utility Treatment Operators ........................................................................ $ 90 – $190/hr. Labor rates represent an average or range for a particular job classification. These rates are in effect until December 31, 2026. REIMBURSABLE EXPENSES (effective April 19, 2026) Building Inspection Permit Management ................................ $25/permit Copies/Prints ................................................................. Rate based on volume Specs/Reports ............................................................... $10 Copies ........................................................................... $0.20/page | $0.13/page for DOT Plots .............................................................................. $0.01/sq.in. Flash Drive .................................................................... $10 Dini Laser Level ..................................................................... $85/per day | $85/day for DOT Drone Flight ........................................................................... $375/flight | $250/flight for DOT Geodimeter ............................................................................ $30/hour GPS Equipment ..................................................................... $20/hour | $18/hour for DOT GPS R2 Equipment ............................................................... $20/hour | $18/hour for DOT Mailing/UPS ........................................................................... At cost Mileage – Reimbursement ..................................................... IRS Rate – IRS Rate + $5/day Mileage – MSA Vehicle .......................................................... $0.77/mile | $0.77/mile for DOT Nuclear Density Testing ......................................................... $45/day | $45/day for DOT Organic Vapor Field Meter ..................................................... $100/day PC/CADD Machine ................................................................ Included in labor rates Robotic Survey Equipment ..................................................... $20/hour | $14/hour for DOT Stakes/Lath/Rods ................................................................... At cost Travel Expenses, Lodging, & Meals ....................................... At cost Traffic Counting Equipment & Data Processing ...................... At cost Expense rates represent an average or range for a particular category and are subject to change to match incurred cost in real time. . Page 32 of 205 BUSINESS OF THE VILLAGE BOARD MEETING DATE: July 20, 2026 PLACEMENT: Action Item ITEM TITLE: Public Grant Program Application by Germantown Historical Society Inc for 2026 Christ Church Restoration and Addition Project (ACTION) SUBMITTED BY: SUMMARY EXPLANATION: ATTACHMENT: 1. Public Grant Program - Policy Overview 2. Letter of Request from Germantown Historical Society 3. Application 05.14.26 by Germantown Historical Society 4. Building Permit Application 5. Certificate of Liability Insurance 6. Articles of Incorporation, non profit status, STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 33 of 205 Page 34 of 205 Page 35 of 205 Page 36 of 205 Page 37 of 205 Page 38 of 205 Page 39 of 205 Page 40 of 205 Page 41 of 205 Page 42 of 205 Page 43 of 205 Page 44 of 205 Page 45 of 205 Page 46 of 205 Page 47 of 205 Page 48 of 205 Page 49 of 205 Page 50 of 205 Page 51 of 205 Page 52 of 205 Page 53 of 205 Page 54 of 205 Page 55 of 205 Page 56 of 205 Page 57 of 205 Page 58 of 205 BUSINESS OF THE VILLAGE BOARD MEETING DATE: July 20, 2026 PLACEMENT: Action Item ITEM TITLE: Request to Update Master Signers on the Village’s US Bank account (ACTION) SUBMITTED BY: Matt Trebatoski, Village Administrator SUMMARY EXPLANATION: With the departure of interim staff in Finance and Administration, the Master Signers on the Village’s US Bank account must be updated to the new Finance Director Lisa Davis and new Village Administrator Matt Trebatoski. This will authorize them on behalf of the Village to transact any and all other depository and investment business with and through US Bank. They will also designate the account signers (who signs the checks) as well as Treasury Management signers (wire transfers, access to Single Point). The check signers will stay as the Finance Director, Village Clerk, and Village Board President. The Treasury management signers will remain the Finance Director, Accountant and Payroll. ATTACHMENT: STAFF RECOMMENDATION: Motion to approve as presented to appoint Finance Director Lisa Davis and Village Administrator Matt Trebatoski as the master signers on the Village US Bank accounts. ACTION BY COMMITTEE: Page 59 of 205 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: July 8, 2026 PLACEMENT: Action Item ITEM TITLE: Resolution Adopting the 2025 Compliance Maintenance Annual Report (CMAR)(WDNR) SUBMITTED BY: Travis Broughton – Wastewater Superintendent Tim Zimmerman – Director of Public Works SUMMARY EXPLANATION: I am presenting for your review the 2025 CMAR (Compliance Maintenance Annual Report). This requirement went into effect on January 1, 2006, as part of the renewal of our WPDES (Wisconsin Pollutant Discharge Elimination System) General Permit under the authority of Chapter 283, Wisconsin Statutes and the requirements of ch. NR 208 Wisconsin Administrative Code. The report must be accepted by resolution by the governing body (Village Board) before submission to the Department of Natural Resources. ATTACHMENT: ORDINANCE RESOLUTION X OTHER___X___ RECOMMENDATION: It is my recommendation to send forward to the Village Board the 2025 CMAR and adopt its results by resolution of the full Village Board. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 60 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Financial Management 1. Provider of Financial Information Name: Tim Zimmerman Telephone: 2622537765 (XXX) XXX-XXXX E-Mail Address (optional): tzimmerman@germantownwi.gov 2. Treatment Works Operating Revenues 2.1 Are User Charges or other revenues sufficient to cover O&M expenses for your wastewater treatment plant AND/OR collection system ? Yes (0 points) No (40 points) If No, please explain: 2.2 When was the User Charge System or other revenue source(s) last reviewed and/or revised? Year: 2025 0-2 years ago (0 points) 3 or more years ago (20 points) N/A (private facility) 2.3 Did you have a special account (e.g., CWFP required segregated Replacement Fund, etc.) or financial resources available for repairing or replacing equipment for your wastewater treatment plant and/or collection system? Yes (0 points) No (40 points) 0 REPLACEMENT FUNDS [PUBLIC MUNICIPAL FACILITIES SHALL COMPLETE QUESTION 3] 3. Equipment Replacement Funds 3.1 When was the Equipment Replacement Fund last reviewed and/or revised? Year: 2025 1-2 years ago (0 points) 3 or more years ago (20 points) N/A If N/A, please explain: 3.2 Equipment Replacement Fund Activity 3.2.1 Ending Balance Reported on Last Year's CMAR $ 595,168.44 3.2.2 Adjustments - if necessary (e.g. earned interest, audit correction, withdrawal of excess funds, increase making up previous shortfall, etc.) + $ 63,614.34 3.2.3 Adjusted January 1st Beginning Balance $ 658,782.78 3.2.4 Additions to Fund (e.g. portion of User Fee, earned interest, etc.) + $ 0.00 Page 61 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 3.2.5 Subtractions from Fund (e.g., equipment replacement, major repairs - use description box 3.2.6.1 below*) - $ 0.00 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 658,782.78 All Sources: This ending balance should include all Equipment Replacement Funds whether held in a bank account(s), certificate(s) of deposit, etc. 3.2.6.1 Indicate adjustments, equipment purchases, and/or major repairs from 3.2.5 above. None 3.3 What amount should be in your Replacement Fund? $ 125,000.00 Please note: If you had a CWFP loan, this amount was originally based on the Financial Assistance Agreement (FAA) and should be regularly updated as needed. Further calculation instructions and an example can be found by clicking the SectionInstructions link under Info header in the left-side menu. 3.3.1 Is the December 31 Ending Balance in your Replacement Fund above, (#3.2.6) equal to, or greater than the amount that should be in it (#3.3)? Yes No If No, please explain. 0 4. Future Planning 4.1 During the next ten years, will you be involved in formal planning for upgrading, rehabilitating, or new construction of your treatment facility or collection system? Yes - If Yes, please provide major project information, if not already listed below. No Project # Project Description Estimated Cost Approximate Construction Year 1 Sewer extension Village of Richfield $9,000,000 2029 2 Parallel force main Old Farm, Pump and electrical upgrades old farm. Parallel Force main pump and generator upgrade main St $14,000,000 2027 3 Sewer relay Kuhn's pleasant View subdivision to include PP I/I contribution $2,300,000 2028 5. Financial Management General Comments ENERGY EFFICIENCY AND USE 6. Collection System 6.1 Energy Usage 6.1.1 Enter the monthly energy usage from the different energy sources: COLLECTION SYSTEM PUMPAGE: Total Power Consumed Number of Municipally Owned Pump/Lift Stations: 7 Page 62 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Electricity Consumed (kWh) Natural Gas Consumed (therms) January 55,612 February 56,367 March 59,290 April 63,891 May 59,520 June 65,227 July 52,776 August 55,835 September 72,986 October 46,994 November 44,574 December 58,280 Total 691,352 0 Average 57,613 0 6.1.2 Comments: 6.2 Energy Related Processes and Equipment 6.2.1 Indicate equipment and practices utilized at your pump/lift stations (Check all that apply): Comminution or Screening Extended Shaft Pumps Flow Metering and Recording Pneumatic Pumping SCADA System Self-Priming Pumps Submersible Pumps Variable Speed Drives Other: 6.2.2 Comments: 6.3 Has an Energy Study been performed for your pump/lift stations? No Yes Year: By Whom: Describe and Comment: Page 63 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 6.4 Future Energy Related Equipment 6.4.1 What energy efficient equipment or practices do you have planned for the future for your pump/lift stations? LED lighting change over is on-going. Equipment efficiency is being evaluated as part of major upgrades. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 64 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Sanitary Sewer Collection Systems 1. Capacity, Management, Operation, and Maintenance (CMOM) Program 1.1 Do you have a CMOM program that is being implemented? Yes No If No, explain: 1.2 Do you have a CMOM program that contains all the applicable components and items according to Wisc. Adm Code NR 210.23 (4)? Yes No (30 points) N/A If No or N/A, explain: 1.3 Does your CMOM program contain the following components and items? (check the components and items that apply) Goals [NR 210.23 (4)(a)] Describe the major goals you had for your collection system last year: • Comply with the conditions of the WPDES permit • Minimize the occurrence of preventable overflows • Minimize the life cycle ownership costs of the collection system assets • Improve or maintain the level of customer service • Improve or maintain system reliability • Reduce the potential threat to human health from sewer overflows • Provide adequate capacity to convey peak flow • Manage infiltration and inflow Did you accomplish them? Yes No If No, explain: August Flood created the need for an overflow we did not have adequate capacity to convey the peak floe during this event Organization [NR 210.23 (4) (b)] Does this chapter of your CMOM include: Organizational structure and positions (eg. organizational chart and position descriptions) Internal and external lines of communication responsibilities Person(s) responsible for reporting overflow events to the department and the public Legal Authority [NR 210.23 (4) (c)] What is the legally binding document that regulates the use of your sewer system? Chapter13 Municipal Code If you have a Sewer Use Ordinance or other similar document, when was it last reviewed and revised? (MM/DD/YYYY) 2022-01-03 Does your sewer use ordinance or other legally binding document address the following: Private property inflow and infiltration New sewer and building sewer design, construction, installation, testing and inspection Rehabilitated sewer and lift station installation, testing and inspection Sewage flows satellite system and large private users are monitored and controlled, as necessary Fat, oil and grease control Page 65 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Enforcement procedures for sewer use non-compliance Operation and Maintenance [NR 210.23 (4) (d)] Does your operation and maintenance program and equipment include the following: Equipment and replacement part inventories Up-to-date sewer system map A management system (computer database and/or file system) for collection system information for O&M activities, investigation and rehabilitation A description of routine operation and maintenance activities (see question 2 below) Capacity assessment program Basement back assessment and correction Regular O&M training Design and Performance Provisions [NR 210.23 (4) (e)] What standards and procedures are established for the design, construction, and inspection of the sewer collection system, including building sewers and interceptor sewers on private property? State Plumbing Code, DNR NR 110 Standards and/or local Municipal Code Requirements Construction, Inspection, and Testing Others: https://www.germantownwi.gov/DocumentCenter/View/74/Village-of-Germantown---Development-Handbook https://www.germantownwi.gov/179/Standard-Specifications-Details Overflow Emergency Response Plan [NR 210.23 (4) (f)] Does your emergency response capability include: Responsible personnel communication procedures Response order, timing and clean-up Public notification protocols Training Emergency operation protocols and implementation procedures Annual Self-Auditing of your CMOM Program [NR 210.23 (5)] Special Studies Last Year (check only those that apply): Infiltration/Inflow (I/I) Analysis Sewer System Evaluation Survey (SSES) Sewer Evaluation and Capacity Managment Plan (SECAP) Lift Station Evaluation Report Others: Multiple facilities plans for lift stations and entire system upgrades for future planning 0 2. Operation and Maintenance 2.1 Did your sanitary sewer collection system maintenance program include the following maintenance activities? Complete all that apply and indicate the amount maintained. Cleaning 21.07 % of system/year Root removal 0 % of system/year Flow monitoring 100 % of system/year Smoke testing 0 % of system/year Sewer line televising .009 % of system/year Manhole inspections 18.43 % of system/year Lift station O&M 210 # per L.S./year Page 66 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Manhole rehabilitation .006 % of manholes rehabbed Mainline rehabilitation 0 % of sewer lines rehabbed Private sewer inspections 0 % of system/year Private sewer I/I removal 0 % of private services River or water crossings 100 % of pipe crossings evaluated or maintained Please include additional comments about your sanitary sewer collection system below: long term vacancy due to injury, difficult recruitments for qualified candidates, Training of young operators contributed to the decline of O&M activities in 2025 3. Performance Indicators 3.1 Provide the following collection system and flow information for the past year. 44.52 Total actual amount of precipitation last year in inches 34.89 Annual average precipitation (for your location) 113.62 Miles of sanitary sewer 7 Number of lift stations 0 Number of lift station failures 0 Number of sewer pipe failures 55 Number of basement backup occurrences 55 Number of complaints 3.027 Average daily flow in MGD (if available) 3.356 Peak monthly flow in MGD (if available) Peak hourly flow in MGD (if available) 3.2 Performance ratios for the past year: 0.00 Lift station failures (failures/year) 0.00 Sewer pipe failures (pipe failures/sewer mile/yr) 0.02 Sanitary sewer overflows (number/sewer mile/yr) 0.48 Basement backups (number/sewer mile) 0.48 Complaints (number/sewer mile) 1.1 Peaking factor ratio (Peak Monthly:Annual Daily Avg) 0.0 Peaking factor ratio (Peak Hourly:Annual Daily Avg) 4. Overflows LIST OF SANITARY SEWER (SSO) AND TREATMENT FACILITY (TFO) OVERFLOWS REPORTED ** Date Location Cause Estimated Volume 0 8/10/2025 5:00:00 AM - 8/10/2025 5:05:00 PM N116W17230 Main St. Rain, Flooding 1,728,000 1 8/10/2025 8:51:00 AM - 8/10/2025 8:46:00 PM W172N10591 Division Rd. Rain, Flooding 1,248,000 ** If there were any SSOs or TFOs that are not listed above, please contact the DNR and stop work on this section until corrected. Page 67 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 What actions were taken, or are underway, to reduce or eliminate SSO or TFO occurences in the future? Major capital improvement to upgrade our two largest lift stations as their equipment is nearing end of life. Continuing inspectios and in house grouting 5. Infiltration / Inflow (I/I) 5.1 Was infiltration/inflow (I/I) significant in your community last year? Yes No If Yes, please describe: august flood 5.2 Has infiltration/inflow and resultant high flows affected performance or created problems in your collection system, lift stations, or treatment plant at any time in the past year? Yes No If Yes, please describe: august flood overwhelmed the system 5.3 Explain any infiltration/inflow (I/I) changes this year from previous years: Record rainfall in August otherwise pretty normal year 5.4 What is being done to address infiltration/inflow in your collection system? Continuous inspection, increased effort on CCTV Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 68 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Grading Summary WPDES No: 0047341 SECTIONS LETTER GRADE GRADE POINTS WEIGHTING FACTORS SECTION POINTS Financial A 4 1 4 Collection A 4 3 12 TOTALS 4 16 GRADE POINT AVERAGE (GPA) = 4.00 Notes: A = Voluntary Range (Response Optional) B = Voluntary Range (Response Optional) C = Recommendation Range (Response Required) D = Action Range (Response Required) F = Action Range (Response Required) Page 69 of 205 Compliance Maintenance Annual Report Germantown Sewage Collection System Last Updated: Reporting For: 6/22/2026 2025 Resolution or Owner's Statement Name of Governing Body or Owner: Germantown Village Board Date of Resolution or Action Taken: 2026-07-20 Resolution Number: Date of Submittal: ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO SPECIFIC CMAR SECTIONS (Optional for grade A or B. Required for grade C, D, or F): Financial Management: Grade = A Collection Systems: Grade = A (Regardless of grade, response required for Collection Systems if SSOs were reported) SSO's were caused by flooding of biblical proportion overwhelming the collection system. MMSD evaluated storm at a 1000-year re-occurrence interval ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO THE OVERALL GRADE POINT AVERAGE AND ANY GENERAL COMMENTS (Optional for G.P.A. greater than or equal to 3.00, required for G.P.A. less than 3.00) G.P.A. = 4.00 Page 70 of 205 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: PSF: y = 0x + 0 Page 71 of 205 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: SPF: y = 0x + 0 Page 72 of 205 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: SSO: y = 0x + 0 Page 73 of 205 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: BB: y = -0.000008 x + 0.41 Page 74 of 205 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: Complaints: y = 0.000002 x -0.09 Page 75 of 205 Germantown Sewage Collection System Linear equations use 2015 - 2025 CMAR data for Trend Lines: PFR - Peak Hourly: y = 0x + 0 PFR - Peak Monthly: y = -0.000013 x + 1.90 Page 76 of 205 STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY RESOLUTION NO. 15-2026 A RESOLUTION ADOPTING THE 2025 WISCONSIN POLLUTION DISCHARGE ELIMINATION SYSTEM COMPLIANCE MAINTANCE ANNUAL REPORT WHEREAS, by the action taken in Resolution No. 15-2026, the Village is a participant in the Wisconsin Pollutant Discharge Elimination System (“WPDES”) program; and WHEREAS, participants in the WPDES program are required to renew their General Permits issued under that program; and WHEREAS, the permit renewal requires the Village to complete and submit a Compliance Maintenance Annual Report (“CMAR”); and WHEREAS, the Village’s Public Works Committee reviewed the attached CMAR report and forwarded the same to the Village Board with a recommendation for adoption; and WHEREAS, the Village Board having reviewed the same concurs with the recommendation of the Public Works Committee. NOW, THEREFORE, BE IT RESOLVED that the Village Board of the Village of Germantown, Wisconsin, do hereby adopt the attached Compliance Maintenance Annual Report; and BE IT FURTHER RESOLVED that the Village Wastewater Superintendent is hereby directed and authorized to include the attached CMAR in the Village’s application for the renewal of its WPDES General Permit. Adopted: 07/20/2026 ______________________________________ Robert A Soderberg, Village President ATTEST: ____________________________________ Donna Ott, Village Clerk Page 77 of 205 BUSINESS OF THE PUBLIC WORKS COMMITTEE & VILLAGE BOARD GERMANTOWN, WI MEETING DATE: Wednesday, July 8 th, 2026. AGENDA ITEM: New Business ITEM TITLE: 2026 Gettysburg Drive School Zone Speed Limit SUBMITTED BY: Scott Anderson: Highway, Parks, Building & Grounds Superintendent SUMMARY EXPLANATION: Nearly a decade ago, safety improvements were made along Roberts Drive, adjacent to Mac Arthur Elementary School. These improvements included speed limit reduction signage and painted roadway markings, which highlighted the school zone. Staff recently received a residential request for similar safety improvements along Gettysburg Drive, which is adjacent to the school’s south property line. The proposed improvements include: roadway painting enhancements to the crosswalk, “school crossing” verbiage at westbound Gettysburg, and speed reduction signage, highlighting 15-MPH when children are present. Police and Public Works staff have reviewed the request. Both departments agree that the request would benefit children traveling to and from school in the vicinity. This project is not specifically funded in the 2026 annual budget. The material cost to complete this work is estimated to be in the neighborhood of $650.00. These funds can be allocated from the Highway Department general fund operating budget, with minimal impact. _________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: Staff recommends the completing the outlined safety improvements along Gettysburg Drive, including the 15-MPH speed limit reduction in the area and to forward this request onto the Village Board with a positive recommendation. If approved, funds shall be allocated from the highway department operating account: 10562000-531370. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 78 of 205 Page 79 of 205 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: July 8, 2026 PLACEMENT: Action Item ITEM TITLE: Consideration of a change order to Vinton Construction Co. High Point Pass Project Number 2504 SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works SUMMARY EXPLANATION: High Point Pass had the wrong street light poles in the bid document. Unfortunately, it was not discovered during final review. The street light poles meet Village spec for streetlights but not for hanging signals on them. The original 10’ poles were received by the Village for inventory since they were non-returnable to the supplier. Vinton Construction sourced the correct 15’ poles which would accommodate the signals and lighting at the intersection this resulted in additional cost of $34,909.96 in cost. ATTACHMENT: ORDINANCE RESOLUTION OTHER___X___ CO Request and supporting documentation RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board, payment of change order #11 in the amount not to exceed $34,900.69 to Vinton Construction for the sourcing and installation of 4 light poles to meet the MUTCD standard heights for combination light poles. To be paid as part of Pay application #5. Village contract number 253169 Budget line Item 45-408440-542800 TID 8 Contracted Services. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 80 of 205 Page 81 of 205 WW W E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T GAS GAS GAS GAS GAS GAS GAS GAS E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T GAS GAS GAS GAS GAS GAS GAS GAS ST ST ST W W W W W WSAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST WW W W W WWW ONLYONLYONLYONLY ONLY 50' B B B 45' B 40' 45' BB 40' B RYGG 13 RYGFY 10RYG 7 RYG 2RYG 3 RYGFY 5 RYG821 2223 18 1724 20 19 LP A-10-B SB8PB8PB7 PB9 PB5 PB6 PB3 PB1PB2 SB7SB6SB5 SB3SB4SB2 SB1 SB9 220' TO NEARRIGHT SIGNAL 220' TO NEARRIGHT SIGNAL 2-3" 2-3" 2-3"2-3" 2-3" 3" 3" 3" 2-3" AV2 BV5 DV3 C V1 LP A-11-A LP A-9-APB4 3-3"3" BLP A-8-B3-3"CB1 SB10 SB11 LPB-A-4 LPB-A-3 LPB-A-5 LPB-A-6 2-3" 2-3" 11 62 22 51 3233 4243 RYGG 16 EXT1REMOVE & RELOCATELIGHTING UNIT A-7-A EXT1REMOVE EXISTING LPB-A-5AND INSTALL NEW LPB-A-5 V4 79+00 80+0018+00 19+00 20+00 21+00 22+00 23+00 LP A-7-A LPB-A-5 LP A-7-A RYGFY 4 RYG 15 RYGG 12 RYGFY 9 G HIGH POINT PASSVILLAGE OF GERMANTOWNTRAFFIC SIGNAL PLANHOLY HILL RD & HIGH POINT PASS SHEET NUMBER BURRNILHOG WI _ 0LOZDXNHH WI _ ASSOHWRQ WI _ 0DGLVRQ WICHGDUEXUJ WI _ NDSHUYLOOH IL _ IUYLQH CA ## XX N ( IN FEET ) GRAPHIC SCALE0 ###### Know what'sbelow.before you dig.Call R CONSTRUCTION NOTES1.THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AREAPPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHINTHE PROJECT WHICH ARE NOT SHOWN.2.ALL LUMINAIRES ARE LED CATEGORY C UNLESS OTHERWISE NOTED.3.INSTALL CABINET BASE AT LEAST 6" ABOVE FINAL ROADWAY ELEVATION.4.PROPOSED STORM SEWER, LIGHTING, DETECTABLE WARNING FIELDS,PAVEMENT MARKING, AND UTILITIES ARE SHOWN GRAYSHADED FOR PLANCLARITY. HIGH P2INT PASS HIGH P2INT PASS POSTED SPEED LIMIT = 45 MPH POSTED SPEED LIMIT = 45 MPH POSTED SPEED LIMIT = 35 MPH POSTED SPEED LIMIT = 35 MPHX LEGEND PEDESTRIAN HEAD WITH PUSH BUTTON SIGNAL HEAD NUMBERWALK/DON'T WALK INDICATOR(COUNTDOWN TIMER) YELLOW CIRCULAR INDICATOR GREEN CIRCULAR INDICATOR RED ARROW YELLOW ARROWGREEN ARROW RED CIRCULAR INDICATOR • ALL LENSES ARE 12-INCHNOTES: PUSH BUTTON (XX)MONOTUBE BASE, POLE, 35'-45' ARM YRGYR G BB XX FYLUMINAIRE SIGNAL HEAD, TRAFFIC SIGNAL STANDARD,PEDESTAL BASE • GRAYSHADE REPRESENTS EXISTING CONTROL CABINET24" X 42" PULL BOXESNONMETALLIC CONDUIT, 2" UNLESS OTHERWISE NOTEDVEHICLE DETECTION ZONEVIDEO DETECTION CAMERA EVP DESIGNATOREVP DETECTOR HEAD EVP CONSTRUCTION NOTES1.INSTALL THE TRAFFIC SIGNAL EMERGENCY VEHICLE PRE-EMPTION DETECTOR CABLE TO RUNCONTINUOUSLY (WITHOUT SPLICES) FROM THE CABINET TO THE DETECTOR HEADS. MOUNTTHE EVP DETECTOR HEADS AND WIRE THEM PER MANUFACTURER INSTRUCTIONS.2.THE VILLAGE WILL DETERMINE THE EXACT LOCATION OF EVP DETECTORS TO ENSURE THATTHE INSTALLATION DOES NOT CREATE A SIGHT OBSTRUCTION.3.ALL EVP DETECTOR CABLE SHALL BE ROUTED THROUGH PROPOSED SIGNAL BASE, PULL BOXES,AND CONDUIT AS INDICATED. PROVIDE ENOUGH CABLE TO ALLOW 10 FEET OF SLACK IN THECABINET, IN EACH PULL BOX, AND IN THE SIGNAL POLE HANDHOLE.4.FOR A CABINET THAT IS NOT OPERATING THE SIGNAL, CABINET WIRING WILL BE DONE BY THECONTRACTOR. THE CONTRACTOR SHALL INSTALL AND TERMINATE THE EVP CABLE ASDESCRIBED AND SHALL LABEL EACH CABLE AS NOTED ON THE PLAN SHEETS (I.E. EVP A-B-C-D).D D C C A A B B H2L< HILL R2A' H2L< HILL R2A' Page 82 of 205 1 Starr, Jennifer From: Starr, Jennifer Sent: Tuesday, September 16, 2025 6:54 AM To: Grant Manion; Bruce Marr Cc: Kevin Driscoll; Scott Anderson; Cimaglia, Liam; Greg Melcher Subject: Pricing for electrical items- Highpoint Attachments: high point standard change.pdf; 2024 Development Handbook FOR PUBLICATION 10-14-2024_202410151505080125.pdf Grant and Bruce, Please proceed with the attached 15’ standard poles. The DPW will take possession of the 10’ poles and can be coordinated with Scott. In addition and per our on site meeting yesterday the 2 median street lights will be replaced with LSI lights, double arms and new luminaires. Below is a snip from the Village Handbook with LSI lighting information (also attached pg 92) and yes they would like the bronze (not black). The Village uses Graybar as a supplier and will have the appropriate information on file and also shop drawings. I believe you had a contact previously with the Autobahn luminaires. Please provide the same as your attached with base price of light poles/arms/luminaires per plan and the LSI lighting. Also if you obtain shop drawings/submittals from Graybar please email to the group. Let me know if you have any questions. Thanks, Page 83 of 205 2 Jennifer Starr, CISEC Assistant Director of Construction Services 16745 West Bluemound Road, Brookfield, WI 53005-5938 direct: 262-901-2209 From: Grant Manion <gmanion@vintonwis.com> Sent: Wednesday, September 10, 2025 1:35 PM To: Starr, Jennifer <Jennifer.Starr@raSmith.com> Subject: Pricing for electrical items- Highpoint Page 84 of 205 3 Hi Jenny, Please see Bru ces response and pricing on the ne w poles by the in tersection. Also we will be adding a standard 12% markup which would put us at $9,134.72 for this. As soon as you get plans for the LSI lighting we can get back to you with that pricing. Thanks, Grant From: Bruce Marr <bruce.marr@highwaylight.net> Sent: Tuesday, September 9, 2025 12:39 PM To: Grant Manion <gmanion@vintonwis.com> Subject: Standard change order Grant I have attached the prices, I hav e charged just fo r the material on the 10 footers s ince they are spe cial order they are non returnab le, the city can store them if the y want, they do u s no good since t hey are black and it does not pay to stock too muc h material, because once it gets to 2 years old we cannot use it anymore. Stupid rule the state has. I charged the sa me amount for ins tallation, the in crease for the pe d bases is becaus e they were 217 w hen we bid the project, now they are 300. Ped bases and T-base prices are only good for ten minu tes I think with how fast they are going up, the factory quotes a two year lead time if you place an order so they can pretty much ask whatever they want.4 years ago a t -base was 155 now they are quoting 600, in January it was 500. Also these have an 8-9 week lead ti me form the time of acceptance, pl ease let me know as soon as you ca n. If you have ques tions please feel free to call. The reason we have to order new peds is because once they are attached to the standard they are not removable, and they were a ttached when they sent them to the painter a few we eks ago. Bruce Marr Operations Manager Phone: 920-261-9989 Mobile: 920-248-6579 Page 85 of 205 4 Fax : 920-261-9904 Bruce .Marr@highwayligh t.net 1532 Utah Street Watertown Wi 53094 Page 86 of 205 1 Starr, Jennifer From: Kevin Driscoll <kdriscoll@Germantownwi.gov> Sent: Wednesday, November 19, 2025 3:09 PM To: Bruce Marr; Grant Manion Cc: Starr, Jennifer; Scott Anderson Subject: Re: LSI Lighting Update HPP Grant, Bruce confirme d the variance is consistent with Scott's comment, so please proceed with the order, so this work can get installed. Kevin R. Driscoll, P.E. Village Engineer (262) 250-4724 - office (414) 745-9999 - mobile N112 W17001 Mequon Road Germantown, WI 53022-0337 From: Bruce Marr <bruce.marr@highwaylight.net> Sent: Tuesday, November 18, 2025 9:28 AM To: Grant Manion <gmanion@vintonwis.com> Cc: Kevin Driscoll <kdriscoll@Germantownwi.gov>; Starr, Jennifer <jennifer.starr@rasmith.com> Subject: Re: LSI Lighting Update HPP CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Grant That is exactly what it means, th e S is for single , the ones in the median have two arms. Bruce Marr Operations Manager Phone: 920-261-9989 Mobile: 920-248-6579 Fax : 920-261-9904 Bruce. Marr@highwaylight .net 1532 Utah Street Watertown Wi 53094 Page 87 of 205 2 From: Grant Manion <gmanion@vintonwis.com> Date: Monday, November 17, 2025 at 1:49 PM To: Bruce Marr <bruce.marr@highwaylight.net> Cc: Kevin Driscoll <kdriscoll@germantownwi.gov>, "Starr, Jennifer" <jennifer.starr@rasmith.com> Subject: Fw: LSI Lighting Update HPP Good Afternoon, Bruce, The Village has looked over the submittals and has one comment below about the LSI lighting regarding the pole numbers. Thanks, Grant From: Kevin Driscoll <kdriscoll@Germantownwi.gov> Sent: Monday, November 17, 2025 9:58 AM To: Grant Manion <gmanion@vintonwis.com> Cc: Starr, Jennifer <jennifer.starr@rasmith.com> Subject: Fw: LSI Lighting Update HPP See comment from the Highway Superintendent: Submittal Part Number does not match the Village-of-Germantown---Development-Handbook 5.4.2.2.4 Steel Round Light Pole by LSI; # 5RP-B5-S07G-28-S-BRZ-DGPG Highway Superint endent checked th e part numbers an d all are a direc t match, with the exception of the pole number. The pole number has differences as outlined below in red. Clarify the basi s for the differe nce, perhaps that this is due to a median applicati on...? Submittal number: 5RP-B5-SO7G-28-DXX-BRZ- DGP Our current number: 5RP-B3-SO7G-28-S-BRZ- DGP Kevin R. Driscoll, P.E. Village Engineer (262) 250-4724 - office (414) 745-9999 - mobile N112 W17001 Mequon Road Germantown, WI 53022-0337 Page 88 of 205 3 Page 89 of 205 Page 90 of 205 Page 91 of 205 Page 92 of 205 Page 93 of 205 Page 94 of 205 Maria Ramirez - Graybar - MIWI maria.ramireznolasco@graybar.com 650 S 108th St Milwaukee, WI 53214, USA Prepared By USA Village of Germantown - Highpoint BOM 1 - Village of Germantown - Highpoint LSI Page 95 of 205 BOM 1 - Village of Germantown - Highpoint LSI Village of Germantown - Highpoint Table of Contents Datasheets New Section Type Manufacturer Model Number Pg. LSI 5RP B3 S07G28 DXX BRZ DGP 2 INCLUDED IN KIT LSI ABKIT 5RP S07G STL GAL 1X30 11BC 8 INCLUDED IN KIT LSI KIT BCVR 5SRBC BRZ INCLUDED IN KIT LSI BKS PQMH NEW B3 B5 MTG RND POLE BRZ 14 INCLUDED IN KIT LSI MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ 15 DXX = VERIFY FIXTURE DRILLING ORIENTATION PRIOR TO ORDERING. "D90" = 2@90 DEG, "D180" = 2@180 DEG. Page 96 of 205 BOM 1 - Village of Germantown - Highpoint LSI Village of Germantown - Highpoint Notes Summary Page 97 of 205 BOM 1 - Village of Germantown - Highpoint LSI Village of Germantown - Highpoint Datasheets New Section 1 Page 98 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Type : Project : Catalog # : Date : Prepared By : Page 1/6 Rev. 02/27/25 Steel Round Straight Poles (RP/RPU) New Build and Retrofit Pole Shaft • Steel round poles are 4” or 5” in diameter. • Pole shaft is electro-welded ASTM-A500 Grade C Steel Tubing with a minimum yield strength of 46,000 psi. • On Tenon Mount steel poles, tenon is high- strength pipe. Tenon N option is 2-3/8” O.D. x 4-3/4” tall. Tenon 4N option is 4” O.D. x 4-7/8” tall. Hand-Hole • Standard hand-hole location is 12” above pole base. • Poles 18’ and above have a 3x6 reinforced hand hole. Base • Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi. • Two-piece square base cover is optional. Decorative base cover is also available. Anchor Bolts • Anchor bolts are not provided as standard on pole orders. Anchor bolts must be ordered as an accessory, anchor bolts feature zinc-plated double nuts and washers. Galvanized anchor bolts are optional. • Anchor Bolts conform to ASTM F 1554-07a Grade 55 with a minimum yield strength of 55,000 PSI. Ground Lug • Ground lug is standard. Duplex Receptacle • Weatherproof duplex receptacle is optional. Ground Fault Circuit Interrupter • Self-testing Ground fault circuit interrupter is optional. Finishes • Every pole is provided with the DuraGrip Protection System and a 5-year limited warranty. NOTE: Warranty only applies to the finish. • When the top-of-the line DuraGrip Plus Protection System is selected, in addition to the DuraGrip Protection System, a non-porous, automotive-grade corrosion coating is applied to the lower portion of the pole interior sealing and further protecting it from corrosion. This option extends the limited warranty to 7 years. NOTE: Warranty only applies to the finish. Determining The Luminaire/Pole Combination For Your Application • Select luminaire from luminaire ordering information. • Select bracket configuration if required • Determine EPA value from luminaire/ bracket EPA chart • Select Pole Height • Select MPH to match wind speed in the application area (See windspeed maps). • Confirm pole EPA equal to or exceeding value of luminaire/bracket EPA • Consult factory for special wind load requirements and banner brackets. Pole Vibration Damper • A pole vibration damper is recommended in open terrain areas of the country where low steady state winds are common. • Non-tapered poles and lightly loaded poles are more susceptible to destructive vibration if a damper is not installed. Warranty • LSI poles come standard with a 1 year materials and workmanship warranty. Refer to https:/ /www.lsicorp.com/ resources/terms-conditions-warranty/ for more information. Listings • UL Listed • BAA/TAA Compliant • BABAA Compliant *If Specified OVERVIEW Height (ft) 8 - 30 Thickness (Ga) 7, 10, 11 Diameter (in) 4 or 5 QUICK LINKS FEATURES & SPECIFICATIONS SPEC.1068.C.0324 Ordering Guide Performance Photometrics Dimensions Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : 5RP B3 S07G28 DXX BRZ DGP Datasheets Type : November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 2 Page 99 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Type : Page 2/6 Rev. 02/27/25 SPEC.1068.C.0324 ORDERING GUIDE TYPICAL ORDER EXAMPLE: 4RP B3 S07G 24 S PLP DGP Prefix Mounting Method Material Height 5 Mounting Configuration Finish Options 4RP1 - 4” Diameter Round Straight Pole (New Build) 5RP - 5” Diameter Round Straight Pole (New Build) 5RPU - 5” Diameter Round Straight Pole (Retrofit) Bolt-On Mount2 - See Pole Selection Guide for Patterns and Fixture Matches B5 - 5” Traditional Drilling Pattern B3 - 3” Reduced Drilling Pattern B2 - 2” Reduced Drilling Pattern T - Tenon Mount - See Pole Selection Guide for Tenon and Fixture/Bracket Matches I2 - No Mounting Holes - Use with: BKA-IFM43 - Flush Mount Adapter2 Greenlee Lifestyle CH Mounting Style Enterprise, Lexington, Constitution PT Single Mounting4 S07G - 07 Ga. Steel (5RP/5RPU Only) S10G - 10 Ga. Steel (4RP/4RPU Only) S11G - 11 Ga. Steel (5RP/5RPU Only) 8’ 10’ 12’ 14’ 15’ 16’ 17’ 17’ 6” 18’ 20’ 22’ 22’ 6” 24’ 25’ 26’ 27’ 28’ 30’ S - Single/Parallel D180 - Double D90 - Double DN90 - Double T90 - Triple TN120 - Triple Q90 - Quad QN90 - Quad N6 - Tenon Mount (Standard Tenon size is 2-3/8” O.D.) 4N7 - Tenon Mount (5RPT only. For 4” poles only, use 4RPI) 4N-6 - Tenon Mount (5RPT only. For 4” poles use 4RPI) Blank - Use with I for Mounting Method BRZ - Bronze BLK - Black PLP - Platinum Plus WHT - White SVG - Satin Verde Green GPT - Graphite MSV - Metallic Silver BZA - Alternate Bronze GMG - Gun Metal Gray GA - Galvanized Anchor Bolts SF7 - Single Flood DF7 - Double Flood DGP - DuraGrip® Plus LAB - Less Anchor Bolts CRXX8 - Conduit Raceway USA - BABAA Compliant9 Need more information? Click here for our glossary Have additional questions? Call us at (800) 436-7800 ACCESSORY ORDERING INFORMATION Part Number Description 158450CLR 4” SRBC Square Base Cover 158451CLR 5” SRBC Square Base Cover 450563CLR 5” SRBCU 5 Inch Universal Baseplate Square Cover 483859CLR 4” /5” GBC Decorative Base Cover 122557CLR ER2 - Weatherproof Duplex Receptacle (Poles below 18’) 122566CLR ER2 - Weatherproof Duplex Receptacle for Reinforced Hand-hole (Poles 18’ and above) 122558CLR GFI - Ground Fault Circuit Interrupter (Poles below 18’) 122567CLR GFI - Ground Fault Circuit Interrupter for Reinforced Hand-hole (Poles 18’ and above) 132336 MH5 - Mounting Hole Plugs for use with 5” traditional drill pattern (3 set of 3 plugs) 681126 MH3 - Mounting Hole Plugs for use with 3” reduced drill pattern (3 sets of 3 plugs) 725841 MH2 - Mounting Hole Plugs for use with 2” reduced drill pattern (3 sets of 3 plugs) Consult Factory for EPA Calculations BB - Banner Brackets ANCHOR BOLT KIT ORDERING INFORMATION Part Number Description AB KIT 122582 4RP S10G Anchor Bolts (Steel Plated) AB KIT 122607 4RP S10G Anchor Bolts (Galvanized) AB KIT 135460 5RP S11G Anchor Bolts (Steel Plated) AB KIT 135461 5RP S11G Anchor Bolts (Galvanized) AB KIT 122583 5RP S07G Anchor Bolts (Steel Plated) AB KIT 122608 5RP S07G Anchor Bolts (Galvanized) 1 Use with BKA-IFM4. 2 See Area Light Brackets - 3” Reduced Drill Pattern and Area Light Brackets - 5” Traditional Drill Pattern Spec Sheets. 3 Only use with 4 inch pole. 4 For Enterprise, Lexington, and Constitution PT mounting configuration styles, see Tenon Mount (4N) and Lifestyle Slipfit Pole Series. 5 Pole heights will have a +/- 1/2” tolerance. Max height for 4RP S10G is 24’. Max height of the 5RP S11G is 26’. 6 See Flood Lighting Brackets section for choice of FBO Brackets. 7 For Enterprise and Lexington D180 or other mounting configuration styles using BK MPT BO accessories order with B3 or B5 drill pattern. 8 Standard Flat black pole cap provided. Domed Greenlee pole cap will ship with SA4 and SA5 Enterprise and Lexington fixtures, SA Lifestyle Fixtures, BK MPT BO, and UCL Brackets. 9 USA option only available on 4RP poles up to 24' Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : 5RP B3 S07G28 DXX BRZ DGP Datasheets Type : November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 3 Page 100 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 3/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : DRILLING LOCATIONS Sides A B C D Hand-hole X Single X D180 X X D90 X X DN901 T90 X X X TN1202 Q90 X X X X QN903 Single FBO4 X Double FBO4 X X Side-C Side-A (Hand-hole Side) Side-B Side-D 1 Two locations will be 45° to the left and right of Side A. 2 Other two locations will be 120° to the left and right of Side A. 3 Two locations will be 45° to the left and right of Side A and two locations will be 135° to the left and right of Side A. 4 Consult factory for custom variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, except on 20’ poles. Maximum height for SF and DF pole preparations on 20’ poles is 13’ from the base. FIXTURE CONFIGURATIONS Single D90 DN90 Parallel T90 TN120 QN90 Q90 D180 Back to Quick Links Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : 5RP B3 S07G28 DXX BRZ DGP Datasheets Type : November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 4 Page 101 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 4/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : BOLT CIRCLE Bolt Circle Anchor Bolt Size Anchor Bolt Projection Base Plate Opening for Wireway Entry Base Plate Dimensions Pole Gauge 3/4" x 24" (19mm x 609mm) 3-1/4" (83mm) 4-3/4" (121mm) 10-1/8" sq. x 3/4" thk. (257mm x 19mm) 11 1"x30" (25mm x 762mm) 4" (102mm) 4-5/8" (117mm) 10-1/8" sq. x 1" thk. (257mm x 25mm) 7 M Slotted 11" (279mm) L 5" (127mm) Round 5" (127mm) Round Slotted 11" (279mm) 10-1/8" (257mm) sq. 10-1/8" (257mm) sq. 11" (279mm) Dia. Bolt Circle11" (279mm) Dia. Bolt Circle Bolt Circle Designator STANDARD BASEPLATE UNIVERSAL BASEPLATE Bolt Circle Anchor Bolt Size Anchor Bolt Projection Base Plate Opening for Wireway Entry Base Plate Dimensions Pole Gauge K Slotted 7" - 11" (178mm-279mm) 3/4" x 24" (19mm x 609mm) 3-1/4" (83mm) 3-5/8" (92mm) 10-1/8" sq. x 3/4" thk. (257mm x 19mm) 10 3/4" x 24" (19mm x 609mm) 3-1/4" (83mm) 4-3/4" (121mm) 11-1/4" sq. x 3/4" thk. (286mm x 19mm) 11 1"x30" (25mm x 762mm) 4" (102mm) 4-5/8" (117mm) 11-3/4" sq. x 1" thk. (298mm x 25mm) 7 R Slotted 8" - 13" (203mm-330mm) P 4" (102mm) Round 5" (127mm) Round 5" (127mm) Round Slotted 7-1/2" - 13" (191mm-330mm) 10-1/8" (257mm) sq. 11-1/4" (286mm) sq. 11-3/4" (298mm) sq. 13" (330mm) Dia. Bolt Circle 13" (330mm) Dia. Bolt Circle 11" (279mm) Dia. Bolt Circle Bolt Circle Designator Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : 5RP B3 S07G28 DXX BRZ DGP Datasheets Type : November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 5 Page 102 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 5/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : PRODUCT DIMENSIONS Projection 8'-30' (2.4m - 9.1m) (4) Anchor Bolts Foundation By Other Optional Base Cover RPT – N = 2-3/8"(60mm) O.D. x 4-3/4"(121mm) Tenon 4N = 4"(102mm) O.D. x 4-7/8"(124mm) Tenon 4N6 = 4"(102mm) O.D. x 6-3/8"(162mm) Tenon Hand-hole 12" (305mm) Standard SF – Single Flood Pole Preparation Bolt-On Mount 2-Bolt Pattern B2 2.50 1.00 1.00 0.40 0.75 0.40 TOP OF POLECL B5 TOP OF POLECL 2.50 TYP 1.50 3.13 0.563 0.750 0.563 B3 TOP OF POLECL 3.50 2.41 MAX 1.79 MIN 1.05 2.10 0.63 0.56 SHIPPING WEIGHTS 4"(102mm) Dia. 10 Ga. is approximately 6.0 lbs./ft. 5"(127mm) Dia. 11 Ga. is approximately 7.0 lbs./ft. 5"(127mm) Dia. 07 Ga. is approximately 10.0 lbs./ft. Anchor Bolts (3/4” x 24”)(19mm x 609mm) 13 lbs.(6kg)/set Anchor Bolts (1” x 30”) (25mm x 762mm) 30 lbs.(14kg)/set Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : 5RP B3 S07G28 DXX BRZ DGP Datasheets Type : November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 6 Page 103 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 6/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : WIND SPEED EPA Information All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. For applications in Florida or Canada, consult factory. POLE1 Mtg. Height Length (ft) Wall Thick (ga) BOLT CIRCLE EPA Designator Dia. (in) Anchor bolt Dia {in} 110 MPH 115 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH 4” x 10-ga x 14’ 14 10 L 11 0.75 6.0 5.2 4.7 3.9 3.2 2.7 2.3 2.0 1.7 4” x 10-ga x 16’ 16 10 L 11 0.75 4.3 3.7 3.2 2.6 2.1 1.8 1.4 1.2 1.0 4” x 10-ga x 18’ 18 10 L 11 0.75 7.7 6.8 6.0 5.0 4.2 3.5 3.0 2.5 2.2 4” x 10-ga x 20’ 20 10 L 11 0.75 6.0 5.2 4.6 3.7 3.1 2.5 2.1 1.8 1.5 4” x 10-ga x 22’ 22 10 L 11 0.75 4.6 3.9 3.3 2.6 2.1 1.7 1.4 1.1 0.9 4” x 10-ga x 24’ 24 10 L 11 0.75 3.4 2.7 2.2 1.7 1.3 1.0 0.7 0.5 n/a 5” x 11-ga x 16’ 16 11 L 11 0.75 8.7 7.9 7.2 6.0 5.0 4.3 3.7 3.2 2.8 5” x 11-ga x 18’ 18 11 L 11 0.75 12.2 11.1 10.1 8.5 7.2 6.1 5.3 4.6 4.0 5” x 11-ga x 20’ 20 11 L 11 0.75 10.0 9.1 8.2 6.8 5.7 4.9 4.2 3.6 3.1 5” x 11-ga x 22’ 22 11 L 11 0.75 8.1 7.3 6.6 5.5 4.5 3.8 3.2 2.8 2.4 5” x 11-ga x 24’ 24 11 L 11 0.75 6.5 5.9 5.3 4.3 3.5 2.9 2.4 2.0 1.7 5” x 11-ga x 26’ 26 11 L 11 0.75 5.2 4.6 4.1 3.2 2.6 2.1 1.7 1.4 1.1 5” x 7-ga x 18’ 18 7 M 11 1.00 19.7 17.9 16.4 13.8 11.7 10.1 8.8 7.7 6.8 5” x 7-ga x 20’ 20 7 M 11 1.00 16.5 15.0 13.7 11.5 9.8 8.4 7.3 6.3 5.6 5” x 7-ga x 22’ 22 7 M 11 1.00 14.0 12.7 11.5 9.6 8.1 7.0 6.0 5.2 4.6 5” x 7-ga x 24’ 24 7 M 11 1.00 11.8 10.6 9.6 8.0 6.8 5.7 4.9 4.2 3.7 5” x 7-ga x 26’ 26 7 M 11 1.00 9.9 8.9 8.0 6.7 5.6 4.7 4.0 3.4 2.9 5” x 7-ga x 28’ 28 7 M 11 1.00 8.3 7.4 6.7 5.4 4.5 3.7 3.1 2.7 2.3 5” x 7-ga x 30’ 30 7 M 11 1.00 6.8 6.1 5.4 4.4 3.6 2.9 2.4 2.0 1.7 Use ONLY with “Wind Speed Map for ASCE 7-10 All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. Note: 1- Poles shorter than these listed here in for each gauge have EPA rating equal to or greater than what is provided in this table. To Confirm EPA ratings on shorter poles, contact LSI Industries. Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : 5RP B3 S07G28 DXX BRZ DGP Datasheets Type : November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 7 Page 104 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Type : Project : Catalog # : Date : Prepared By : Page 1/6 Rev. 02/27/25 Steel Round Straight Poles (RP/RPU) New Build and Retrofit Pole Shaft • Steel round poles are 4” or 5” in diameter. • Pole shaft is electro-welded ASTM-A500 Grade C Steel Tubing with a minimum yield strength of 46,000 psi. • On Tenon Mount steel poles, tenon is high- strength pipe. Tenon N option is 2-3/8” O.D. x 4-3/4” tall. Tenon 4N option is 4” O.D. x 4-7/8” tall. Hand-Hole • Standard hand-hole location is 12” above pole base. • Poles 18’ and above have a 3x6 reinforced hand hole. Base • Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi. • Two-piece square base cover is optional. Decorative base cover is also available. Anchor Bolts • Anchor bolts are not provided as standard on pole orders. Anchor bolts must be ordered as an accessory, anchor bolts feature zinc-plated double nuts and washers. Galvanized anchor bolts are optional. • Anchor Bolts conform to ASTM F 1554-07a Grade 55 with a minimum yield strength of 55,000 PSI. Ground Lug • Ground lug is standard. Duplex Receptacle • Weatherproof duplex receptacle is optional. Ground Fault Circuit Interrupter • Self-testing Ground fault circuit interrupter is optional. Finishes • Every pole is provided with the DuraGrip Protection System and a 5-year limited warranty. NOTE: Warranty only applies to the finish. • When the top-of-the line DuraGrip Plus Protection System is selected, in addition to the DuraGrip Protection System, a non-porous, automotive-grade corrosion coating is applied to the lower portion of the pole interior sealing and further protecting it from corrosion. This option extends the limited warranty to 7 years. NOTE: Warranty only applies to the finish. Determining The Luminaire/Pole Combination For Your Application • Select luminaire from luminaire ordering information. • Select bracket configuration if required • Determine EPA value from luminaire/ bracket EPA chart • Select Pole Height • Select MPH to match wind speed in the application area (See windspeed maps). • Confirm pole EPA equal to or exceeding value of luminaire/bracket EPA • Consult factory for special wind load requirements and banner brackets. Pole Vibration Damper • A pole vibration damper is recommended in open terrain areas of the country where low steady state winds are common. • Non-tapered poles and lightly loaded poles are more susceptible to destructive vibration if a damper is not installed. Warranty • LSI poles come standard with a 1 year materials and workmanship warranty. Refer to https:/ /www.lsicorp.com/ resources/terms-conditions-warranty/ for more information. Listings • UL Listed • BAA/TAA Compliant • BABAA Compliant *If Specified OVERVIEW Height (ft) 8 - 30 Thickness (Ga) 7, 10, 11 Diameter (in) 4 or 5 QUICK LINKS FEATURES & SPECIFICATIONS SPEC.1068.C.0324 Ordering Guide Performance Photometrics Dimensions Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : ABKIT 5RP S07G STL GAL 1X30 11BC Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 8 Page 105 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Type : Page 2/6 Rev. 02/27/25 SPEC.1068.C.0324 ORDERING GUIDE TYPICAL ORDER EXAMPLE: 4RP B3 S07G 24 S PLP DGP Prefix Mounting Method Material Height 5 Mounting Configuration Finish Options 4RP1 - 4” Diameter Round Straight Pole (New Build) 5RP - 5” Diameter Round Straight Pole (New Build) 5RPU - 5” Diameter Round Straight Pole (Retrofit) Bolt-On Mount2 - See Pole Selection Guide for Patterns and Fixture Matches B5 - 5” Traditional Drilling Pattern B3 - 3” Reduced Drilling Pattern B2 - 2” Reduced Drilling Pattern T - Tenon Mount - See Pole Selection Guide for Tenon and Fixture/Bracket Matches I2 - No Mounting Holes - Use with: BKA-IFM43 - Flush Mount Adapter2 Greenlee Lifestyle CH Mounting Style Enterprise, Lexington, Constitution PT Single Mounting4 S07G - 07 Ga. Steel (5RP/5RPU Only) S10G - 10 Ga. Steel (4RP/4RPU Only) S11G - 11 Ga. Steel (5RP/5RPU Only) 8’ 10’ 12’ 14’ 15’ 16’ 17’ 17’ 6” 18’ 20’ 22’ 22’ 6” 24’ 25’ 26’ 27’ 28’ 30’ S - Single/Parallel D180 - Double D90 - Double DN90 - Double T90 - Triple TN120 - Triple Q90 - Quad QN90 - Quad N6 - Tenon Mount (Standard Tenon size is 2-3/8” O.D.) 4N7 - Tenon Mount (5RPT only. For 4” poles only, use 4RPI) 4N-6 - Tenon Mount (5RPT only. For 4” poles use 4RPI) Blank - Use with I for Mounting Method BRZ - Bronze BLK - Black PLP - Platinum Plus WHT - White SVG - Satin Verde Green GPT - Graphite MSV - Metallic Silver BZA - Alternate Bronze GMG - Gun Metal Gray GA - Galvanized Anchor Bolts SF7 - Single Flood DF7 - Double Flood DGP - DuraGrip® Plus LAB - Less Anchor Bolts CRXX8 - Conduit Raceway USA - BABAA Compliant9 Need more information? Click here for our glossary Have additional questions? Call us at (800) 436-7800 ACCESSORY ORDERING INFORMATION Part Number Description 158450CLR 4” SRBC Square Base Cover 158451CLR 5” SRBC Square Base Cover 450563CLR 5” SRBCU 5 Inch Universal Baseplate Square Cover 483859CLR 4” /5” GBC Decorative Base Cover 122557CLR ER2 - Weatherproof Duplex Receptacle (Poles below 18’) 122566CLR ER2 - Weatherproof Duplex Receptacle for Reinforced Hand-hole (Poles 18’ and above) 122558CLR GFI - Ground Fault Circuit Interrupter (Poles below 18’) 122567CLR GFI - Ground Fault Circuit Interrupter for Reinforced Hand-hole (Poles 18’ and above) 132336 MH5 - Mounting Hole Plugs for use with 5” traditional drill pattern (3 set of 3 plugs) 681126 MH3 - Mounting Hole Plugs for use with 3” reduced drill pattern (3 sets of 3 plugs) 725841 MH2 - Mounting Hole Plugs for use with 2” reduced drill pattern (3 sets of 3 plugs) Consult Factory for EPA Calculations BB - Banner Brackets ANCHOR BOLT KIT ORDERING INFORMATION Part Number Description AB KIT 122582 4RP S10G Anchor Bolts (Steel Plated) AB KIT 122607 4RP S10G Anchor Bolts (Galvanized) AB KIT 135460 5RP S11G Anchor Bolts (Steel Plated) AB KIT 135461 5RP S11G Anchor Bolts (Galvanized) AB KIT 122583 5RP S07G Anchor Bolts (Steel Plated) AB KIT 122608 5RP S07G Anchor Bolts (Galvanized) 1 Use with BKA-IFM4. 2 See Area Light Brackets - 3” Reduced Drill Pattern and Area Light Brackets - 5” Traditional Drill Pattern Spec Sheets. 3 Only use with 4 inch pole. 4 For Enterprise, Lexington, and Constitution PT mounting configuration styles, see Tenon Mount (4N) and Lifestyle Slipfit Pole Series. 5 Pole heights will have a +/- 1/2” tolerance. Max height for 4RP S10G is 24’. Max height of the 5RP S11G is 26’. 6 See Flood Lighting Brackets section for choice of FBO Brackets. 7 For Enterprise and Lexington D180 or other mounting configuration styles using BK MPT BO accessories order with B3 or B5 drill pattern. 8 Standard Flat black pole cap provided. Domed Greenlee pole cap will ship with SA4 and SA5 Enterprise and Lexington fixtures, SA Lifestyle Fixtures, BK MPT BO, and UCL Brackets. 9 USA option only available on 4RP poles up to 24' Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : ABKIT 5RP S07G STL GAL 1X30 11BC Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 9 Page 106 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 3/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : DRILLING LOCATIONS Sides A B C D Hand-hole X Single X D180 X X D90 X X DN901 T90 X X X TN1202 Q90 X X X X QN903 Single FBO4 X Double FBO4 X X Side-C Side-A (Hand-hole Side) Side-B Side-D 1 Two locations will be 45° to the left and right of Side A. 2 Other two locations will be 120° to the left and right of Side A. 3 Two locations will be 45° to the left and right of Side A and two locations will be 135° to the left and right of Side A. 4 Consult factory for custom variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, except on 20’ poles. Maximum height for SF and DF pole preparations on 20’ poles is 13’ from the base. FIXTURE CONFIGURATIONS Single D90 DN90 Parallel T90 TN120 QN90 Q90 D180 Back to Quick Links Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : ABKIT 5RP S07G STL GAL 1X30 11BC Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 10 Page 107 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 4/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : BOLT CIRCLE Bolt Circle Anchor Bolt Size Anchor Bolt Projection Base Plate Opening for Wireway Entry Base Plate Dimensions Pole Gauge 3/4" x 24" (19mm x 609mm) 3-1/4" (83mm) 4-3/4" (121mm) 10-1/8" sq. x 3/4" thk. (257mm x 19mm) 11 1"x30" (25mm x 762mm) 4" (102mm) 4-5/8" (117mm) 10-1/8" sq. x 1" thk. (257mm x 25mm) 7 M Slotted 11" (279mm) L 5" (127mm) Round 5" (127mm) Round Slotted 11" (279mm) 10-1/8" (257mm) sq. 10-1/8" (257mm) sq. 11" (279mm) Dia. Bolt Circle11" (279mm) Dia. Bolt Circle Bolt Circle Designator STANDARD BASEPLATE UNIVERSAL BASEPLATE Bolt Circle Anchor Bolt Size Anchor Bolt Projection Base Plate Opening for Wireway Entry Base Plate Dimensions Pole Gauge K Slotted 7" - 11" (178mm-279mm) 3/4" x 24" (19mm x 609mm) 3-1/4" (83mm) 3-5/8" (92mm) 10-1/8" sq. x 3/4" thk. (257mm x 19mm) 10 3/4" x 24" (19mm x 609mm) 3-1/4" (83mm) 4-3/4" (121mm) 11-1/4" sq. x 3/4" thk. (286mm x 19mm) 11 1"x30" (25mm x 762mm) 4" (102mm) 4-5/8" (117mm) 11-3/4" sq. x 1" thk. (298mm x 25mm) 7 R Slotted 8" - 13" (203mm-330mm) P 4" (102mm) Round 5" (127mm) Round 5" (127mm) Round Slotted 7-1/2" - 13" (191mm-330mm) 10-1/8" (257mm) sq. 11-1/4" (286mm) sq. 11-3/4" (298mm) sq. 13" (330mm) Dia. Bolt Circle 13" (330mm) Dia. Bolt Circle 11" (279mm) Dia. Bolt Circle Bolt Circle Designator Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : ABKIT 5RP S07G STL GAL 1X30 11BC Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 11 Page 108 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 5/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : PRODUCT DIMENSIONS Projection 8'-30' (2.4m - 9.1m) (4) Anchor Bolts Foundation By Other Optional Base Cover RPT – N = 2-3/8"(60mm) O.D. x 4-3/4"(121mm) Tenon 4N = 4"(102mm) O.D. x 4-7/8"(124mm) Tenon 4N6 = 4"(102mm) O.D. x 6-3/8"(162mm) Tenon Hand-hole 12" (305mm) Standard SF – Single Flood Pole Preparation Bolt-On Mount 2-Bolt Pattern B2 2.50 1.00 1.00 0.40 0.75 0.40 TOP OF POLECL B5 TOP OF POLECL 2.50 TYP 1.50 3.13 0.563 0.750 0.563 B3 TOP OF POLECL 3.50 2.41 MAX 1.79 MIN 1.05 2.10 0.63 0.56 SHIPPING WEIGHTS 4"(102mm) Dia. 10 Ga. is approximately 6.0 lbs./ft. 5"(127mm) Dia. 11 Ga. is approximately 7.0 lbs./ft. 5"(127mm) Dia. 07 Ga. is approximately 10.0 lbs./ft. Anchor Bolts (3/4” x 24”)(19mm x 609mm) 13 lbs.(6kg)/set Anchor Bolts (1” x 30”) (25mm x 762mm) 30 lbs.(14kg)/set Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : ABKIT 5RP S07G STL GAL 1X30 11BC Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 12 Page 109 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab Steel Round Straight Poles (RP/RPU) New Build and Retrofit Page 6/6 Rev. 02/27/25 SPEC.1068.C.0324 Type : WIND SPEED EPA Information All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. For applications in Florida or Canada, consult factory. POLE1 Mtg. Height Length (ft) Wall Thick (ga) BOLT CIRCLE EPA Designator Dia. (in) Anchor bolt Dia {in} 110 MPH 115 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH 4” x 10-ga x 14’ 14 10 L 11 0.75 6.0 5.2 4.7 3.9 3.2 2.7 2.3 2.0 1.7 4” x 10-ga x 16’ 16 10 L 11 0.75 4.3 3.7 3.2 2.6 2.1 1.8 1.4 1.2 1.0 4” x 10-ga x 18’ 18 10 L 11 0.75 7.7 6.8 6.0 5.0 4.2 3.5 3.0 2.5 2.2 4” x 10-ga x 20’ 20 10 L 11 0.75 6.0 5.2 4.6 3.7 3.1 2.5 2.1 1.8 1.5 4” x 10-ga x 22’ 22 10 L 11 0.75 4.6 3.9 3.3 2.6 2.1 1.7 1.4 1.1 0.9 4” x 10-ga x 24’ 24 10 L 11 0.75 3.4 2.7 2.2 1.7 1.3 1.0 0.7 0.5 n/a 5” x 11-ga x 16’ 16 11 L 11 0.75 8.7 7.9 7.2 6.0 5.0 4.3 3.7 3.2 2.8 5” x 11-ga x 18’ 18 11 L 11 0.75 12.2 11.1 10.1 8.5 7.2 6.1 5.3 4.6 4.0 5” x 11-ga x 20’ 20 11 L 11 0.75 10.0 9.1 8.2 6.8 5.7 4.9 4.2 3.6 3.1 5” x 11-ga x 22’ 22 11 L 11 0.75 8.1 7.3 6.6 5.5 4.5 3.8 3.2 2.8 2.4 5” x 11-ga x 24’ 24 11 L 11 0.75 6.5 5.9 5.3 4.3 3.5 2.9 2.4 2.0 1.7 5” x 11-ga x 26’ 26 11 L 11 0.75 5.2 4.6 4.1 3.2 2.6 2.1 1.7 1.4 1.1 5” x 7-ga x 18’ 18 7 M 11 1.00 19.7 17.9 16.4 13.8 11.7 10.1 8.8 7.7 6.8 5” x 7-ga x 20’ 20 7 M 11 1.00 16.5 15.0 13.7 11.5 9.8 8.4 7.3 6.3 5.6 5” x 7-ga x 22’ 22 7 M 11 1.00 14.0 12.7 11.5 9.6 8.1 7.0 6.0 5.2 4.6 5” x 7-ga x 24’ 24 7 M 11 1.00 11.8 10.6 9.6 8.0 6.8 5.7 4.9 4.2 3.7 5” x 7-ga x 26’ 26 7 M 11 1.00 9.9 8.9 8.0 6.7 5.6 4.7 4.0 3.4 2.9 5” x 7-ga x 28’ 28 7 M 11 1.00 8.3 7.4 6.7 5.4 4.5 3.7 3.1 2.7 2.3 5” x 7-ga x 30’ 30 7 M 11 1.00 6.8 6.1 5.4 4.4 3.6 2.9 2.4 2.0 1.7 Use ONLY with “Wind Speed Map for ASCE 7-10 All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. Note: 1- Poles shorter than these listed here in for each gauge have EPA rating equal to or greater than what is provided in this table. To Confirm EPA ratings on shorter poles, contact LSI Industries. Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : ABKIT 5RP S07G STL GAL 1X30 11BC Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 13 Page 110 of 205 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Type : Project : Catalog # : Date : Prepared By : Page 1/1 Rev. 06/08/23 BKS PQM* Area Light Brackets TYPICAL ORDER EXAMPLE: BKS PQMH B2 SQ BLK Prefix Mounting Pole Shape Finish BKS PQMH - Pole Quick Mount Bracket BKS PQMH15 - 15 Degree Tilt Pole Quick Mount Bracket B3B5 - 3” and 5” Drilling Pattern B2 - 2” Drilling Pattern SQ - Square RND - Round BRZ - Bronze BLK - Black MSV - Metallic Silver GPT - Graphite WHT - White SVG - Satin Verde Green PLP - Platinum Plus Need more information? Click here for our glossary Have additional questions? Call us at (800) 436-7800 FEATURES & SPECIFICATIONS SPEC.1137.A.0623 COMPATIBLE FIXTURES • The Pole Quick Mount Bracket allows for lightning fast installation of LSI luminaires onto existing and new construction poles with LSI’s B3 or B5 standard bolt patterns. • Allows you to seamlessly integrate LSI PRODUCT DIMENSIONS OVERVIEW EPA 0.2 Size (LxWxH) 3.9x1.8x8 Weight lbs 5 lbs Luminaires onto existing/new construction square and round poles with (2) mounting hole spaces between 2.4: to 4.6”. • Rugged, thick gauge steel plates with (1) fixed and (1) adjustable nut and mounting hardware. • Bracket finished with LSI’s DuraGrip polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peel- ing. Other standard LSI finishes available. Consult factory. MRL/ZNL PQMH Drill Pattern MRM/ZNM SLM/ZNX PQMH15 Drill Pattern Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : BKS PQMH NEW B3 B5 MTG RND POLE BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 14 Page 111 of 205 Page 1/6 Rev. 09/26/23 SPEC.1020.B.0422 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Type : Project : Catalog # : Date : Prepared By : Mirada Medium (MRM) Turtle Friendly LED Area Light FEATURES & SPECIFICATIONS Construction • Rugged die-cast aluminum housing contains factory prewired driver and optical unit. Cast aluminum wiring access door located underneath. • Designed to mount to square or round poles. • Fixtures are finished with LSI’s DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard LSI finishes available. Consult factory. • Shipping weight: 37 lbs in carton. Optical System • State-of-the-Art one piece silicone optic sheet delivers industry leading optical control with an integrated gasket to provide IP66 rated sealed optical chamber in 1 component. • Proprietary silicone refractor optics provide exceptional coverage and uniformity in IES Types 2, 3, 5W, FT, FTA and AM. • Silicone optical material does not yellow or crack with age and provides a typical light transmittance of 93%. • Zero uplight. • Narrow Band amber LEDs. • Integral louver (IL) and integral half louver (IH) options available for enhanced backlight control. Electrical • High-performance programmable driver features over-voltage, under-voltage, short- circuit and over temperature protection. Custom lumen and wattage packages available. • 0-10V dimming (10% - 100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz or optional High Voltage (347-480 Vac). • Total harmonic distortion: <20% • Operating temperature: -40°C to +40°C (-40° F to +104° F). • Power factor: >.90 • Input power stays constant over life. • Field replaceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). • LEDs mounted to metal-core circuit board to maximize heat dissipation • Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. Controls • Optional integral passive infrared Bluetooth™ motion. Fixtures operate independently and can be commissioned via iOS or Android configuration app • LSI’s AirLink™ wireless control system options reduce energy and maintenance costs while optimizing light quality 24/7. (see controls section for more details). Installation • Designed to mount to square or round poles. • A single fastener secures the hinged door, underneath the housing and provides quick & easy access to the electrical compartment. • Included terminal block accepts up to 12 ga. wire. • Utilizes LSI’s traditional 3” drill pattern B3 for easy fastening of LSI products. Warranty • LSI LED Fixtures carry a 5-year warranty. Listings • Listed to UL 1598 and UL 8750. • Meets Buy American Act requirements. • IDA compliant. • Suitable for wet Locations. • IP66 rated Luminaire per IEC 60598. • 3G rated for ANSI C136.31 high vibration applications are qualified. • Patented Silicone Optics (US Patent NO. 10,816,165 B2) • IK08 rated luminiare per IEC 66262 mechanical impact code OVERVIEW Lumen Package 2,000 - 4,000 Wattage Range 36 - 94 Efficacy Range (LPW) 42 - 72 Weight lbs(kg) 30 (13.6) QUICK LINKS Ordering Guide Performance Photometrics Dimensions Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 15 Page 112 of 205 Page 2/6 Rev. 09/26/23 SPEC.1020.B.0422 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (800) 436-7800 Mirada Medium Outdoor LED Area Light Type : ORDERING GUIDE Back to Quick Links Color Temp Finish Options AMT - Narrow Band Amber BLK - Black BRZ - Dark Bronze GMG - Gun Metal Gray GPT - Graphite MSV - Metallic Silver PLP - Platinum Plus SVG - Satin Verde Green WHT - White (Blank) - None IH - Integral Half Louver (Moderate Spill Light Cutoff2 IL - Integral Louver (Sharp Spill Light Cutoff)2 ACCESSORY ORDERING INFORMATION7 1. Custom lumen and wattage packages available, consult factory. Values are within industry standard tolerances but not DLC listed. 2. Not available with 5W distribution 3. Consult Factory for availability. 4. Not available in HV. 5. Motion sensors are field configurable via an app that can be downloaded from your smartphone’s native app store. See controls section for more details. 6. Control device or shorting cap must be ordered separately. See Accessory Ordering Information. 7. Accessories are shipped separately and field installed. 8. Factory installed CR7P option required. See Options. 9. “CLR” denotes finish. See Finish options. CONTROLS ACCESSORIES Order Number Description 122514 PC120 Photocell for use with CR7P option (120V)8 122515 PC208-277 Photocell for use with CR7P option (208V, 240V, 277V)8 122516 Twist Lock Photocell (347V) for use with CR7P 8 1225180 Twist Lock Photocell (480V) for use with CR7P 8 661409 AirLink 5 Pin Twist Lock Controller 8 661410 AirLink 7 Pin Twist Lock Controller 8 149328 Shorting Cap for use with CR7P SHIELDING OPTIONS 3” Single Sheild See Shielding Guide 3” Corner Sheild 3” C Shape Sheild 6” Single Sheild 6” Corner Sheild 6” C Shape Sheild TYPICAL ORDER EXAMPLE: MRM LED 4L SIL FTA UNV DIM AMT ALSCS04 BRZ IL Prefix Light Source Lumen Package Lens Distribution Orientation2 Voltage Driver MRM - Mirada Medium Area Light LED 2L - 2,000 lms 4L - 4,000 lms Custom Lumen Packages1 SIL - Silicone 2 - Type 2 3 - Type 3 5W - Type 5 Wide FT - Forward Throw FTA - Forward Throw Automotive AM - Automotive Merchandise (blank) - standard L- Optics rotated left 90° R - Optics rotated right 90° UNV - Universal Voltage (120-277V) HV - High Voltage (347-480V) DIM - 0-10V Dimming (0-10%) Controls (Choose One) (Blank) - None Wireless Controls System ALSC - AirLink Synapse Control System ALSCS02 - AirLink Synapse Control System with 12-20’ Motion Sensor ALSCS04 - AirLink Synapse Control System with 20-40’ Motion Sensor ALBCS1 - AirLink Blue Wireless Motion & Photo Sensor Controller (8-24’ mounting height) 5 ALBCS2 - AirLink Blue Wireless Motion & Photo Sensor Controller (25-40’ mounting height) 5 Stand-Alone Controls EXT - 0-10v Dimming leads extended to housing exterior CR7P - 7 Pin Control Receptacle ANSI C136.41 6 IMSBTL1- Integral Bluetooth™ Motion and Photocell Sensor (8-24’ MH)5 IMSBTL2- Integral Bluetooth™ Motion and Photocell Sensor (25-40’ MH)5 Button Type Photocells PCI120 - 120V PCI208-277 - 208 -277V PCI347 - 347V Need more information? Click here for our glossary Have additional questions? Call us at (800) 436-7800 Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 16 Page 113 of 205 Page 3/6 Rev. 09/26/23 SPEC.1020.B.0422 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (800) 436-7800 Mirada Medium Outdoor LED Area Light Type : ACCESSORIES OPTICS ROTATION ACCESSORIES/OPTIONS Integral Louver (IL) and House-Side Shield (IH) Integral louver (IL) and half louver (IH) accessory shields available for improved backlight control without sacrificing street side performance. LSI’s Integral Louver (IL) and Integral House-Side Shield (IH) options deliver backlight control that significantly reduces spill light behind the poles for applications with pole locations close to adjacent properties. The design maximizes forward reflected light while reducing glare, maintaining the optical distribution selected, and most importantly eliminating light trespass. Both options rotate 7 Pin Photoelectric Control 7-pin ANSI C136.41-2013 control receptacle option available for twist lock photocontrols or wireless control modules. Control accessories sold separately. Dimming leads from the receptacle will be connected to the driver dimming leads (Consult factory for alternate wiring). Luminaire Shown with CR7P Luminaire Shown with Integral Louver (IL) Luminaire Shown with IMSBTL Option IMSBTL MOUNTING ACCESSORIES SHIELDING, POLES & MISC. ACCESSORIESSide Arm Universal Mounting Bracket Mounts to ≥ 3” square or round (tapered/straight) poles with (2) mounting hole spaces between 3.5” to 5” Part Number: BKA UMB CLR Shielding Integral Louver Field Install Integral Louver provides maximum backlight control by shiedling each individual row of LEDS Part Number: 690981 Quick Mount Plate True one person installation to existing/new contruction poles with hole spaces beteen 2.4 to 4.6” Part Number: BKS PQM B3B5 XX CLR Integral Half Louver Field Install Integral Half Louver provides great backlight control without impacting front side distribution. Part Number: 743415 15° Tilt Quick Mount Plate True one person installation to existing/new contruction poles with hole spaces beteen 2.4 to 4.6” Part Number: BKS PQ15 B3B5 XX CLR External Shield External shield blocks view of light source from anyside of luminaire, additional shielding configurations available Part Number: 783607BLK (3”) / 776538BLK (6”) Tenon / Slipfitter Adjustable Slipfitter Mounts onto a 2” (51mm) IP , 2.375” (60mm) O.D. tenon and provides 180° of tilt (max 45° above horizontal) Part Number: BKA ASF CLR Poles Square Poles 14 - 39’ steel and aluminum poles in 4”, 5” and 6” sizes for retrofit and new construction Part Number: 4SQ/5SQ/6SQ Square Tenon Top Mounts onto a 2” (51mm) IP , 2.375” (60mm) O.D. tenon and allows for mounting up to 4 luminaires Part Number: BKA XNM * Round Poles 10 - 30’ steel and aluminum poles in 4” and 5” sizes for retrofit and new construction Part Number: 4RP/5RP Square Internal Slipfitter Mounts inside 4” or 5” square pole and allows for mounting up to 4 lumianires Part Number: BKA X_ISF * CLR Tapered Poles 20’ - 39’ steel and aluminum poles for retrofit and new construction Part Number: RTP Wall Mount/ Wood Pole Wall Mount Bracket Mounts onto vertical wall surface ( hardware/anchors not included) Part Number: BKS XBO WM CLR Misc. Bird Spikes 10’ Linear Bird Spike Kit, 4’ recommended per luminaire, includes silcone adhesive and application tool Part Number: 736795 Wood Pole Bracket Mounts onto wooden poles (6” minimum OD, hardware/anchors not inlcuded) Part Number: BKS XBO WP CLR Replace CLR with paint finish description Repleace XX with SQ for square pole or RD for round pole (≥3” OD) Replace * with S (Single), D180 (Double @180°), D90 (Double @90°), T90 (Triple), Q90 (Quad) Replace _ with 4 (4” square pole) or 5 (5” square pole)Optics Rotated LeftStraight Optics Rotated Right Use Type R (Optics Rotated Right) Pole EXAMPLE Use Type L (Optics Rotated Left) Top View Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 17 Page 114 of 205 Page 4/6 Rev. 09/26/23 SPEC.1020.B.0422 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (800) 436-7800 Mirada Medium Outdoor LED Area Light Type : PERFORMANCE (CONT.) DELIVERED LUMENS* Lumen Package Distribution Narrow Band Amber Wattage Delivered Lumens Efficacy BUG Rating 2L 2 2511 70 B1-U0-G1 36 3 2600 73 B1-U0-G1 5W 2530 71 B2-U0-G1 FT 2599 73 B1-U0-G1 FTA 2514 70 B1-U0-G1 AM 2594 73 B1-U0-G1 4L 2 3920 42 B1-U0-G1 94 3 4059 43 B1-U0-G1 5W 3950 42 B3-U0-G1 FT 4058 43 B1-U0-G1 FTA 3925 42 B1-U0-G1 AM 4049 43 B1-U0-G1 *LEDs are frequently updated therefore values are nominal. ELECTRICAL DATA (AMPS)* Lumens Wattage 120V 208V 240V 277V 347V 480V 2L 36 0.30 0.17 0.15 0.13 0.10 0.07 4L 94 0.78 0.45 0.39 0.34 0.27 0.20 *Electrical data at 25°C (77°F). Actual wattage may differ by +/-10% SPECTRAL PERFORMANCE VS LUMEN OUTPUT Lumen Package Peak Wavelength FWHM (nm) (nm) 2L 594 15 4L 599 19 Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 18 Page 115 of 205 Page 5/6 Rev. 09/26/23 SPEC.1020.B.0422 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (800) 436-7800 Mirada Medium Outdoor LED Area Light Type : PRODUCT DIMENSIONS Back to Quick Links 7.6" (192mm) 13-1/2" (342mm) 7.8" (198mm) 6.5" (165mm) 31.3" (795mm) IMSBT Motion & Photocell Sensor Bottom View Top View Photo Control Receptacle B3 Pole Drill Pattern ø0.875 ø0.563 2.422 1.211 LUMINAIRE EPA CHART - MRM Single D180° D90° 0.5 1.0 0.8 1.5 1.5 1.9 1.9 1.9 2.3 1.0 1.0 1.0 2.5 3.3 2.5 2.8 3.9 2.8 T90° TN120° Q90° 0º 30º 45ºTilt Degree 0º 30º 45ºTilt Degree Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 19 Page 116 of 205 Page 6/6 Rev. 09/26/23 SPEC.1020.B.0422 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at (800) 436-7800 Mirada Medium Outdoor LED Area Light Type : CONTROLS Integral Bluetooth™ Motion and Photocell Sensor (IMSBTxL) Slim low profile sensor provides multi-level control based on motion and/or daylight. Sensor controls 0-10 VDC LED drivers and is IP66 rated for cold and wet locations (-40°F to 167°F). Two unique PIR lenses are available and used based on fixture mounting height. All control parameters are adjustable via an iOS or Android App capable of storing and transmitting sensor profiles. Click here to learn more details about IMSBT AirLink Blue (ALBCSx) Wireless Bluetooth Mesh Outdoor Lighting Control System that provides energy savings, code compliance and enhanced safety/security for parking lots and parking garages. Three key components; Bluetooth wireless radio/sensor controller, Time Keeper and an iOS App. Capable of grouping multiple fixtures and sensors as well as scheduling time-based events by zone. Radio/Sensor Controller is factory integrated into Area/ Site, Wall Mounted, Parking Garage and Canopy luminaires. Click here to learn more details about AirLink Blue Sensor Sequence of Operations Standard Programming On Event Off Event On Light Level Dim Light Level Daylight Harvesting Delay To Off Sensitivity OMSBTxL/IMSBTxL Motion No Motion 100% N/A On; Auto Calibration 20 minutes High OMS Motion No Motion N/A N/A N/A 30 seconds Auto Operation Description On Event Trigger that activates lights to turn on; either automatic via motion detected or manually activated via push of button. Off Event Trigger that activates lights to turn off; either automatic via no motion detected or manually activated via push of button. On Light Level The light level that the fixtures will turn on to when ON EVENT occurs. Dim Light Level The light level that the fixtures will dim down to when no motion is detected. Delay to Dim The amount of time after which no motion is detected that the fixtures will be triggered to dim down. This sequence is optional, and sensor can be programmed to only trigger the fixture to turn off by entering 100% in this field. Delay to Off The amount of time after which no motion is detected that the fixtures will be triggered to turn off. If delay to dim is part of the programmed functionality, this is the amount of time after which no motion is detected after the fixture have already dimmed down. Sensitivity The sensitivity can be set to high, medium, low, or auto where applicable. High will detect smaller, simple motions. Low will only detect larger more complex motions. Auto temperature calibration adjusts the PIR sensitivity as ambient temperature rises to increase detection of heat movement through the field of view. Apple Apple Android LEVITON App AirLink Blue App Back to Quick Links Job Name : Village of Germantown - Highpoint Manufacturer : LSI Model Number : MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ Datasheets Type : INCLUD ED IN KIT November 13, 2025 Index Prepared By: Graybar - MIWI Maria Ramirez | maria.ramireznolasco@graybar.com 2 0 Page 117 of 205 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: July 8, 2026 PLACEMENT: Action Item ITEM TITLE: Adoption of the 2026 Wage and Equipment Rates SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works SUMMARY EXPLANATION: I am presenting for your review the 2026 Wage and Equipment Rates. These rates, once approved, are what the Village uses for bill-back for items such as accidents, development bill back, and cost estimating. ATTACHMENT: ORDINANCE RESOLUTION OTHER___X___ Wage and Equipment Tables RECOMMENDATION: It is my recommendation to send forward to the Village Board the 2026 Wage and Equipment Rates as presented. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 118 of 205 Loaded 2025 Rate Loaded 2026 Rate Director of Public Works $86.17 $99.10 $82.40 $94.76 Community Development Director $76.28 $87.72 $78.31 $90.06 Village Engineer $76.80 $88.32 $78.90 $90.74 Civil Engineer $42.55 $48.93 $49.91 $57.40 Highway Superintendent $67.29 $77.38 $69.40 $79.81 Water Subperintendent $65.99 $75.89 $67.70 $77.86 Wastewater Superintendent $66.84 $76.87 $64.73 $74.44 Highway Foreman $58.62 $67.41 $50.53 $58.11 Water Foreman $53.93 $62.02 $56.76 $65.27 Highway Operator $46.00 $52.90 $50.40 $57.96 Utility Operator $46.00 $52.90 $51.92 $59.71 Construction Inspection (In-house) $46.81 $53.83 $47.64 $54.79 Record Drawing Document Prep (In-house) $46.81 $53.83 $61.84 $71.12 Construction Inspection (contracted) $105.00 $120.75 $114.00 $131.10 Construction Inspection Manager (contracted) $170.00 $195.50 $174.00 $200.10 Land Surveyor (contracted) $100.00 $115.00 $130.00 $149.50 DPW Clerical $35.07 $40.33 $36.20 $38.01 Planning Clerical $31.09 $35.75 $43.64 $50.19 Planning Associate $58.81 $67.63 $60.47 $69.54 EQUIPMENT DESCRIPTION 2025 2026 Liebherr Rubber-tire Excavator $83.59 $86.10 Caterpiller Backhoe & Loader $49.35 $50.83 Case/John Deer Loader $63.06 $64.95 2026 Germantown Labor Rates Loaded+ 15% = Rate Contracted rates reflect 2026 prices plus 15%. 2026 Germantown Equipment Rates Page 119 of 205 Case/John Deer Loader/Snow Plow $106.93 $110.14 Case/John Deer Loader/Snow Blower $145.30 $149.66 Single Axle Dump Truck (5yd) $45.23 $46.59 Single Axle Dump Truck w/Plow/Aux. Wing/Sander (5 yd) $72.65 $74.83 Tandem Axle Dump Truck $60.32 $62.13 Tandem Axle Dump Truck w/Plow/Aux. Wing/Sander $89.11 $91.78 Quad Axle Dump Truck $104.55 $107.68 1-Ton Patrol Truck (2-3 yd) $34.28 $35.31 1-Ton Truck w/Plow $42.50 $43.77 Truck w/Water Jetter w/Aux. Power Unit $68.53 $70.59 Aerial Lift Truck $85.00 $87.55 3500- Truck w/ Utility Box & Crane $68.96 $71.03 Pickup Truck $26.73 $27.53 Pickup Truck w/Plow $38.38 $39.53 Self Propelled Vibrating Roller $52.09 $53.65 Self Propelled Non-Vibratory Roller $47.97 $49.41 185 cfm Air Compressor (Portable) $38.38 $39.53 Street Sweeper 40 Hp w/Front Mounted Broom $50.72 $52.24 Vacuum Sweeper $112.40 $115.78 Sewer line Televising Truck $159.02 $163.79 Combination Sewer Machine (pipe jetter & vac) $191.91 $197.67 Mini Excavator $67.19 $69.21 Skid Steer Loader w/Bucket $43.87 $45.19 Skid Steer Loader w/Snow Blower/Broom $47.97 $49.41 20" Enclosed Trailer $17.39 $17.91 REX Valve Turner $96.22 $99.11 10' Utility Trailer $13.91 $14.33 $0.00 Tar Kettle $46.61 $48.01 Motorized Mower (24" & Under) $18.18 $18.72 Motorized Mower (25"-47") $25.37 $26.13 Motorized Mower (48" & larger) $29.48 $30.36 Tractor w/Sickle or Flail Mower $63.19 $65.08 $0.00 Page 120 of 205 Chain Saw $16.82 $17.32 Hydraulic Saw $16.82 $17.32 Hydraulic Pruner $16.82 $17.32 Chipper $54.82 $56.47 Generator (225 Kw) $78.13 $80.48 Generator (Under 10 Kw) $34.28 $35.31 Trailer Mounted Vacuum Excavator & Valve Turner $115.15 $118.61 6 " Pump/Hose $42.50 $43.77 4" Pump/Hose $35.64 $36.71 3" Pump/Hose $29.48 $30.36 $0.00 Barricades-----------DAILY COST $4.12 $4.24 Traffic Control Signs------DAILY COST $2.06 $2.12 NOTE: 2026 rates reflect a 3% increase of 2025 rates Page 121 of 205 BUSINESS OF VILLAGE BOARD GERMANTOWN, WI MEETING DATE: July 20, 2026 AGENDA ITEM: Action ITEM TITLE: Award of Construction Manager at Risk for New Police Department to Moore Construction Services SUBMITTED BY: Chief Patrick Merten SUMMARY EXPLANATION: Following the issuance of the Request for Proposals (RFP), the Police Department Working Group and the Owner's Representative conducted interviews with the three shortlisted Construction Manager at Risk (CMAR) firms on June 17, 2026. Each firm was evaluated using a standardized scoring matrix based on the following criteria: • Relevant Experience – 5 points • Project Team – 30 points • Pre-Construction Approach – 20 points • Schedule and Logistics – 15 points • Fee Proposal – 10 points • Safety and Quality Management – 10 points • Interview – 10 points Five evaluators independently scored each firm. The individual scores were averaged to determine the final rankings. The results were as follows: • Moore Construction Services 87.4 $1,785,636.00 • Kraus-Anderson 80.0 $1,924,088.00 • CG Schmidt 71.0 $2,153,290.00 Based on the evaluation process, Moore Construction Services received the highest overall score, had the lowest fees, and is recommended for selection as the Village's Construction Manager at Risk. The selected CMAR will join the project team at the 30% design milestone and provide pre - construction services, including cost estimating, scheduling assistance, constructability reviews, and construction phase management. Working in collaboration with the Village, the Architect/Engineer, and the Owner's Representative, the CMAR will help ensure the project remains on schedule, within the proposed budget, and meets the operational, security, and functional requirements of a modern law enforcement facility. The Building Construction Oversight Committee voted to recommend Moore Construction Services as the Construction Manager at Risk (CMAR) for the Village's new Police Department facility project. The General Government and Finance Committee met on July 16, 2026 and reviewed the allocation of funds for Moore Construction Services for the Village’s new police facility in the amount not to exceed $1,785,636.00. ATTACHMENT: ORDINANCE___ RESOLUTION_____ OTHER__X__ Page 122 of 205 RECOMMENDATION: A motion by the Village Board to approve the selection of Moore Construction Services to serve as the Construction Manager at Risk (CMAR) for the Village's new police facility project , and authorization for the Village Administrator and Village Attorney to negotiate and execute a contract for the services. Page 123 of 205 Village of Germantown, WI New Police Department Facility Project Comparison Summary of Construction Manager at Risk Proposals based on $28M Construction Costs Date: 7/10/2026 Summary prepared by MC Group, LLC Compensation Summary CG Schmidt Moore Construction Krause-Anderson Fees & Insurances Pre-Construction Fees $ 20,000 LS $ 7,500 LS $ - LS Construction Fees (based on $28M Construction Costs) $ 546,000 1.95% $ 630,000 2.25% $ 490,000 1.75% General Liability Insurance Cost $ 252,000 0.90% $ 210,000 0.75% $ 280,000 1.00% Payment & Performance Bond $ 210,000 0.75% $ 224,000 0.80% $ 152,600 0.545% Builder's Risk Insurance By Owner By Owner By Owner Total Fees & Insurances: $ 1,074,213 $ 1,071,500 $ 922,600 Direct Cost Personnel based on 14 months constr. Project Executive $ 48,950 Incl in CM Fee Incl in CM Fee Pre-Construction Manager/Estimators Incl in Pre-Con Incl in Pre-Con Incl in Pre-Con Project Manager $ 415,200 $ 157,976 $ 363,720 Assistant Project Manager/Engineeer $ 159,830 $ 8,360 --- Superintendent #1 $ 370,566 $ 303,800 $ 363,720 Superintendent #2 --- $ 173,600 --- General Superintendent $ 9,912 --- $ 17,360 Safety Director/Manager $ 19,584 $ 6,000 $ 35,840 Project Administrator/Coordinator $ 29,750 --- $ 67,894 Project Accountant $ 10,285 Incl in CM Fee $ 7,840 Total Direct Cost Personnel: $ 1,064,077 $ 649,736 $ 856,374 Technology, Jobsite Office, Travel Technology (Phones, Computers, Software, Internet, etc.) Incl in Supv Rates $ 49,000 $ 69,804 Document Software (ex: Submittal Exchange) Incl in Supv Rates Incl in Tech Costs Incl in Tech Costs Jobsite Office (Trailer, furniture, etc.) $ 15,000 $ 15,400 $ 21,000 Office Supplies, Postage, Misc Expenses Incl in Jobsite Office Incl in Jobsite Office $ 24,000 Travel, Subsistence, Mileage Incl in Supv Rates Incl in Supv Rates Incl in Supv Rates Vehicles Incl in Supv Rates Incl in Supv Rates $ 30,310 Total Technology, Jobsite Office, Travel: $ 15,000 $ 64,400 $ 145,114 CM SPW General Requirements General Requirements Labor Incl in Bid Divisions Incl in Bid Divisions Incl in Bid Divisions Small Tools, Storage Containers Incl in Bid Divisions Incl in Bid Divisions Incl in Bid Divisions Material Handling Equipment Incl in Bid Divisions Incl in Bid Divisions Incl in Bid Divisions Total CM SPW General Requirements: $ - $ - $ - Note: Purchased services need not be listed as these items will be billed at cost as part of the Cost of the Work. These items inlcude but are not limiteed to: Progfessional Surveying, Site fencing, Temporary Power/Light, Sanitation Units, Drinking Water, Dumpsters, Temporary Heat, Temporary Enclosures/Safety Rails, Temporary Roads, etc. Compensation Summary CG Schmidt Moore Construction Krause-Anderson GRAND TOTALS: $ 2,153,290 $ 1,785,636 $ 1,924,088 Rank: 3 Lowest 2 Differential $ from low: $ 367,654 $ 138,452 Differential % from low: 20.59% 7.75% Craft Labor Rates Carpenter $ 129.00 By Bidders $ 80.36 Page 124 of 205 16. COST PROPOSAL: General Conditions Phase Codes Superintendent #1 Superintendent 2 Laborer Superintendent 3 14 MONTHS 8 MONTHS 8 MONTHS 0 MONTHS 60.76 WEEKS 34.72 WEEKS 34.72 WEEKS 0 WEEKS 303.8 WORKING DAYS 173.6 WORKING DAYS 173.6 WORKING DAYS 0 WORKING DAYS COST LABOR LABOR MATERIAL MATERIAL CODE DESCRIPTION HR/DY HR/WK QTY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL TOTAL 01040 Superintendent #1 8 2430.40 HR $125.00 $303,800 $0.00 $0 $303,800 01040 Superintendent #2 8 1388.80 HR $125.00 $173,600 $0.00 $0 $173,600 01042 Safety Inspections 0 24.00 ALLOW $0.00 $0 $250.00 $6,000 $6,000 01046 Project Manager 4 1215.20 HR $130.00 $157,976 $0.00 $0 $157,976 01047 Assistant Project Manager 0.5 152.00 HR $55.00 $8,360 $0.00 $0 $8,360 01048 General Laborer 8 1388.80 HR $55.00 $76,384 $0.00 $0 $76,384 01050 Professional Surveying 1.00 ALLOW $0.00 $0 $35,000.00 $35,000 $35,000 01410 Testing Services 1.00 ALLOW $0.00 $0 $0.00 $0 By Owner 01511 Temp. Electricity 12.00 Months $0.00 $0 $2,500.00 $30,000 $30,000 01513 Temp. Heating 5.00 Units $0.00 $0 $2,000.00 $10,000 $10,000 Temp Heat Equip 5.00 EA $2,000.00 $10,000 $10,000 Temp Dehumid Eq 0.00 EA $500.00 $0 NA 01515 Temp. Water 12.00 WE $0.00 $0 $100.00 $1,200 $1,200 01516 Temp. Toilets 56.00 EA $0.00 $0 $110.00 $6,160 $6,160 01528 Temp Roads By Earthwork 0.00 LS $0.00 $0 $0.00 $0 By Trade Pkg 01535 Construction Fencing 0.00 LF $0.00 $0 $8.00 $0 By Trade Pkg 01560 Dumpsters 28.00 EA $0.00 $0 $550.00 $15,400 $15,400 01565 Snow Removal 1.00 ALLOW $0.00 $0 $10,000.00 $10,000 $10,000 01580 Project Signs 0.00 ALLOW $0 $0.00 $0 By Owner 01590 Field Office 14.00 MO $0.00 $0 $1,100.00 $15,400 $15,400 01600 Small Tools/Office Supplies 14.00 ALLOW $0.00 $0 $2,000.00 $28,000 $28,000 Temp Enclosures 1.00 LS $0.00 $0 By Trades Technology 14.00 mnths $3,500.00 $49,000 $49,000 01602 Equipment Rental Lift & Connex 14.00 Mnth $0.00 $0 $3,500.00 $49,000 $49,000 01710 Final Cleaning 0 SF $0.00 $0 $0.65 $0 By Trade Pkg Floor Protection 0 SF $0.20 $0 By Trade Pkg TOTAL : $720,120 $265,160 $985,280 General Conditions: $985,280 Pre-Construction Services Lump Sum Fee: $7,500 Construction Management Fee: 2.25% ($562,500) Total: $1,555,280 Page 125 of 205 Positively Impacting Lives VILLAGE OF GERMANTOWN POLICE DEPARTMENT Proposal for: CONSTRUCTION MANAGEMENT SERVICES FACILITY Page 126 of 205 2. FIRM PROFILE: LEGAL NAME: Moore Construction Services, LLC ADDRESS: W146 N5650 Enterprise Ave, Menomonee Falls, WI 53051 TYPE OF ORGANIZATION: Established Limited Liability Company STAFF SIZE: 30 YEAR ESTABLISHED: 2007 SERVICES: Pre-Construction Construction Management CONSULTANTS: Siteguard Safety Services AWARDS: Daily Reporter Top Projects Milwaukee Business Journal Real Estate Awards Best Places to Work Largest Milwaukee-Area Construction Firms Positively Impacting Lives At Moore Construction Services we are driven by our mission of Positively Impacting Lives. Our partnership approach and how we engage with our customers, designers, subcontractors and employees is reflective of this mission, guiding every interaction and decision we make. It’s what we strive for each and every day as we work to deliver meaningful, reliable outcomes for our clients and the communities we serve. Page 127 of 205 3. VILLAGE OF GERMANTOWN DPW GERMANTOWN, WI The new Germantown Department of Public Works spans 141,000 sq. ft. across three buildings on a 37-acre site, consolidating the Village's operations under one roof and modernizing spaces for equipment, vehicles and staff. The site includes dedicated workshops for each division, drive-through truck wash bays, a state-of-the-art vehicle maintenance shop, dedicated fueling station, a yard waste collection and composing facility, and advanced brine making capabilities. 262-345-1280 • marketing@moore-cs.com • moore-cs.com Page 128 of 205 4. 262-345-1280 • marketing@moore-cs.com • moore-cs.com HARTFORD CITY HALL HARTFORD, WI This project consisted of a 52,000 sq. ft. remodel of the existing city offices to create new spaces for City Hall & the Police Department, including a new 2,500 sq. ft. Sally Port addition. This project was completed in 3 phases to allow the city offices to remain open during construction. Page 129 of 205 5. JACKSON COMMUNITY CENTER JACKSON, WI A 9,840 sq. ft. addition and full renovation transformed the Jackson Community Center while keeping the facility open throughout construction. The project enhances a wide range of community offerings — including senior meals, business meetings, fitness classes, pickleball leagues, early education programs, youth services, and church gatherings. 262-345-1280 • moore-cs.com Page 130 of 205 6. NEW BERLIN ACTIVITY AND RECREATION CENTER PHASE II NEW BERLIN, WI The second phase of the ARC is a 57,000 sq. ft addition includes an indoor gymnasium, sport courts, meeting spaces, concession area, elevated track & exercise space. 262-345-1280 • moore-cs.com Page 131 of 205 7. NEW BERLIN DPW NEW BERLIN, WI Our team is partnering with Perspective Design and The City of New Berlin to add two 23,000 sq. ft. cold storage buildings to the 10 acre site for the city's new Department of Public Works. 262-345-1280 • moore -cs.com Page 132 of 205 8. 262-345-1280 • marketing@moore-cs.com • moore-cs.com NEW BERLIN UTILITIES NEW BERLIN, WI The City of New Berlin remodeled 8,700 sq. ft. of their existing building and constructed a 25,000 sq. ft. addition. This addition included combining the offices, vehicle storage, and a workshop, in addition to centralizing the Water Utility Department to better serve its customers. Page 133 of 205 9. NOTABLE P ROJECTS COMMERC IAL PROJECTS Ally’s Bistro & Ally's Powerhouse Alto-Shaam Amazon DML6 Beyond Vision Burghardt Sporting Goods Chenequa Country club Entrust Manufacturing Five Star Manufacturing Glenroy, Inc. Moore Corporate Office Server Products, Inc. Standard Electric Supply Village of Germantown DPW Westmoor Country Club Yerkes Observatory INSTIT UTIONAL PROJECTS Carroll University Catholic Memorial High School Crossroads Community Church Fox Point Lutheran Church Germantown DPW Hartford City Hall & Police Station Holy Apostles Adoration Chapel Menomonee Falls School District New Berlin Utilities New Berlin Historical Museum New Berlin DPW New Berlin Activity and Recreation Center Rogers Behavioral Health St. Dominic Church and Gym Waukesha School District Wauwatosa Ave. United Church M ULTI - FAMI LY PR OJ EC T S Arrabelle Apartments Drexel Ridge Apartments Phase II Orchard Hills SoNa Lofts Tennessen Flats & Fussville Market The Westerly Senior Living MICHAEL J. MOORE PRESIDENT EXPERIENCE After a successful career in construction that spanned over three decades, Mike founded Moore Construction Services in 2007. His business acumen and commitment to exceptional project delivery has helped fuel the company’s growth since its inception, earning multiple designations as one of the fastest growing companies in the region. Clients credit Mike’s strong project management skills and abilities, his no nonsense approach to customer service, and his ability to assemble and organize highly efficient teams, as his primary keys to success. Most importantly, he commits to a true partnership approach on each and every project which supports the company's mission to positively impact lives. This commitment has earned him a strong reputation in the industry for achieving high quality results. Mike’s role as President of Moore Construction Services is to manage and mentor all team members while ensuring the client’s goals are kept top of mind and achieved. With more than $1 billion worth of commercial projects under his belt and experience in building a strong and successful business operation, Mike is a leader who achieves project success. EDUCA TION & AW ARDS University of Wisconsin-Stout, 1984 Bachelor of Science, Industrial Technolog y, Concentration in Building Construction President Award, 2015 The Chamber, Inc - Greater Menomonee Falls & Sussex Captain of Industry, 2017, The Chamber, Inc - Greater Menomonee Falls & Sussex Future 50 Award 2017, 2018, 2019, 2021, 2022, 2023, 2024 MMAC Fastest Growing Firm, 2018, 2019, 2020 Milwaukee Business Journal Emerging Business of the Year, 2019, The Daily Reporter Business Owner of the Year, 2019, The Daily Reporter Humanitarian of the Year, 2021, The Chamber, Inc - Greater Menomonee Falls & Sussex Best Places to Work, 2023, 2024, Milwaukee Business Journal PROFESSIONAL A FFILIA TIONS University of Wisconsin - Stout Industry Advisory - STEM College/Construction Program 2018-19 Committee Chair Menomonee Falls Chamber of Commerce, 2013 President Metropolitan Milwaukee Assoc. of Commerce, CEO Roundtable Facilitator Catholic Memorial High School, Building Committee Chair Menomonee Falls Chamber of Commerce, CEO Roundtable Facilitator Froedtert Menomonee Falls Hospital, Foundation Board Member UW Stout and The Chamber, Guest Speaker, Servant Leadership Beyond Vision, Board Member Acacia, Roundtable Facilitator office: 262-345-1280 • email: mike.moore@moore-cs.com • moore-cs.com Page 134 of 205 10. NOTABLE P ROJECTS COMMERC IAL PROJECTS Alto-Shaam Amazon DML6 Beyond Vision Burghardt Sporting Goods Copart, Inc. Five Star Fabrication Lynch Truck Center M etal Era Orthopaedic Associates of Wisconsin Tesla, Inc. Westmoor Country Club INSTITUT IONAL PROJECTS City of New Berlin Fox Point Lutheran Church Germantown DPW Jackson Community Center Innovation Station Mequon-Thiensville Community Promenade Primose School of Brookfield Rogers Behavioral Health Victory Christian Academy Wauwatosa School District Yerkes Observatory MULT I - FAMI LY PROJECTS Arrabelle Apartments Drexel Ridge Apartments Phase II Cedar Community Norden Range Apartments Orchard Hills Apartments SoNa Lofts The Emree The Granary The Margeurite Apartments The Westerly Tennessen Flats & Fussville Market office: 262-345-1280 • email: tom@moore-cs.com • moore-cs.com TOM SMITH , LEED AP EXECUTIVE VICE P RESIDENT EXPERIENCE Tom is a highly-respected construction industry executive with 40+ years of project management experience in a variety of building types of all sizes and complexities. His forte is the ability to engage early on a project so he can establish a strong foundation by accurately estimating, budgeting and scheduling the project in real time. Once these preconstruction activities are complete and the goals for the project are established, Tom oversees the project managers and other team members to ensure they carry out all construction activities in a first-class manner . His guidance, knowledge and support enhance the entire building process and give owners the assurance that a successful outcome will be achieved. Tom’s core areas of expertise include commercial office, industrial, healthcare, multi-family housing, senior living and hospitality/retail. In these areas, he managed over $1 billion worth of construction on hundreds of projects. EDUCA TION & TRAINING University of Wisconsin - Madison 1983 Bachelor of Science, Construction Management Icon of the Industry, 2020, The Daily Reporter PROFESSIONAL AFFILIA TIONS American Institute of Constructors City of Waukesha, Member of the Board of Appeals NAIOP - Wisconsin Project Management Institute Wisconsin Green Building Alliance WasteCap Wisconsin Page 135 of 205 11. NOTABLE PROJECTS COMMERCIAL PR OJECTS Aurora Clinic Rehabilitation Wing Aurora Clinic First Floor Beyond Vision- VisABILITY Center Mica Tool National Business Furniture Siebert Lutheran Foundation Office TCI INSTI TUTIONAL Germantown DPW Hope Church Lynch, Waterford Marian Milwaukee MIAD 4th Floor MSOE STEM Center MSOE Baseball Fields Rogers Behavioral Health Ridge Community Church, Greenfield Ridge Community Church, Oak Creek Southbrook Church Salem Lutheran Church MULTI-FAMI LY Point Place Mammoth Springs Menomonee Falls Mixed-Use St. Mary of the Hill KATHRYN SULLIVAN ESTIMATOR / PROJECT MANAGER EXPERIENCE Working in the industry for a decade, she has experience managing a variety of complex projects in commercial, industrial, educational, and religious industries. Kathryn is responsible for managing the planning, schedule preparation, resource allocation, bid tracking and forecasting on her projects. Her supportive and friendly demeanor, as well as passion for the industry, helps ensure project success. EDUCAT ION & TRAINING Milwaukee School of Engineering Bachelor of Science in Construction Management Project Manager of the Year, 2025, Daily Reporter office: 262-922-1609 • email: kathryn@moore-cs.com • moore-cs.com Page 136 of 205 12. NOTABLE PROJECTS COM MER C I AL PROJECTS Amazon DML6 Chicago Tube & Iron Copart, Inc. Create-A-Pack Entrust Five Star Fabricating Gray & Associates Law Offices Harken Ingeteam Kapco Lake Geneva Yacht Club Landmark Credit Union Metal Era River Glen Rogers Behavioral Health Rosendale Biodigester (BD2) Sendik’s Grocery Stores Standard Electric Supply Tesla, Inc. INSTITUTIONAL PROJECTS St. Anthony on the Lake Trek University of Wisconsin Oshkosh Catholic Memorial High School - Sullivan Campus JASON BIVER SENIOR PROJECT SUPERINTENDENT EXPERIENCE Jason's expertise in construction and facilities management encompasses more th an thirty years of supervising building projects of all sizes and types throughout Southeastern Wisconsin. Currently, Jason’s focus is on commercial and industrial projects that are complex and have many stakeholders. On the jobsite, Jason is successful at problem solving and running an efficient program to achieve client objectives. He manages daily on-site operations and oversees subcontractor work, monitoring all construction- related tasks so they are accomplished safely, within the approved schedule and in a high-quality manner that is representative of Moore Construction Services. Jason is an aggressive project advocate, a self- starting leader with high standards and has the expertise needed to turn challenges in to positive results. EDUCAT ION & TRAINING OSHA 10 Hour Certification, 2009 Uniform Dwelling Code Training, 2006 Managing Exterior Moisture Course, 2005 Rough Terrain Telescopic (Fork Lift) Certification (OSHA 1926.602), 2000 & 2011 Basic Supervision Course, 1999 Completed Course of Facilities Management, 1998 Completed C.P .O Course, Cert.#85-54750, 1996 office: 262-345-1280 • email: jason@moore-cs.com • moore-cs.com Page 137 of 205 13. NOTABLE PROJECTS COMMERCIAL PROJECTS Amazon Tesla, Inc. Five Star Fabricating Germantown DPW Glenroy Burgardt Sporting Goods New Berlin ARC MUL T I -FAMIL Y / S ENI OR LI V ING Orchard Hills White Oaks The Granary Arrabelle SoNa Lofts I N S T I T U T I O N A L Catholic Memorial High School Fox Point Lutheran Church Holy Apostles St. Joan Antida St. Mary of the Hill LEE DUHS ASSISTANT PROJECT SUPERINTENDENT EXPERIENCE As an Assistant Project Engineer, Lee supports our project superintendents by managing trade coordination, overseeing punch lists, and maintaining the electronic documentation required for each project. His experience in the industry has given him the tools to succeed on the jobsite as a passionate team player with a proactive approach. EDUCAT ION & TRAINING University of Wisconsin Parkside Bachelor of Science, Sports Management OSHA 10 Hour Certification office: 262-345-1280 • email: lee@moore-cs.com • moore-cs.com Page 138 of 205 14. PROJECT APPROACH UTILITY EXTENSION: Our approach to utility extensions focuses on early identification, coordination, and seamless integration with existing infrastructure. Collaborate with the civil engineer, utility providers, and design team early in the design phase to confirm routing, capacity, and connection requirements Identify potential conflicts or constraints and develop solutions proactively to avoid delays during construction Incorporate utility work into the overall project schedule and phasing plan to maintain continuity of service where required Create a separate bid package for utility work to support clear scope definition and coordination with trade partners Coordinate closely with subcontractors and local authorities to ensure compliance with all permitting and inspection requirements Monitor installation activities in the field to confirm alignment with design intent and regulatory standards Coordinate daily with subcontractors through on-site supervision to align field activities with project goals Moore Construction Services was part of a team, along with Graef and PRA, to assess the Village’s Public Safety Building options. As part of this effort, we toured the existing facilities, interviewed key staff members, and developed design concepts and budgets for both co-site and separate site locations, ultimately producing a final report that was presented to the Village Board. This experience has provided Moore Construction Services with in-depth knowledge of the project approach. In addition, we recognize that this project involves specialized components—such as utility extensions and a live-fire training range—that require thoughtful integration with the overall facility, site, and operations. Our team approaches these elements with an emphasis on early coordination, safety, regulatory compliance, and long-term functionality. We work closely with the Village, design team, and stakeholders to ensure all systems are aligned, constructible, and executed with minimal disruption. Page 139 of 205 15. PROJECT APPROACH LIVE-FIRE RANGE INTEGRATION: Our approach to the live-fire range integration focuses on early coordination, clear delineation of responsibilities, and ensuring all specialized systems are fully aligned with building infrastructure. Given the complexity of range systems and the likelihood of multiple contractors, we prioritize proactive collaboration and dedicated oversight to support proper installation, performance, and final commissioning. A key part of the live-fire range integration is coordinating with the building’s HVAC systems. Because this project will go through a public bidding process, there’s a good chance the range contractor and HVAC contractor will be different teams. T o ensure both systems tie together properly, we would recommend a budget line item for a third-party specialist to assist with overseeing the installation and providing the final commissioning of the systems Partner with the design team and specialty consultants to fully understand performance, safety, and acoustic requirements Coordinate structural, mechanical, and ventilation systems to support proper operation and safety standards Ensure all materials, assemblies, and systems meet applicable codes, certifications, and operational requirements Integrate range construction into the overall sequencing and phasing plan to maintain safety and quality control Maintain strict adherence to safety protocols during construction, recognizing the specialized nature of this environment Page 140 of 205 16. COST PROPOSAL: General Conditions Phase Codes Superintendent #1 Superintendent 2 Laborer Superintendent 3 14 MONTHS 8 MONTHS 8 MONTHS 0 MONTHS 60.76 WEEKS 34.72 WEEKS 34.72 WEEKS 0 WEEKS 303.8 WORKING DAYS 173.6 WORKING DAYS 173.6 WORKING DAYS 0 WORKING DAYS COST LABOR LABOR MATERIAL MATERIAL CODE DESCRIPTION HR/DY HR/WK QTY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL TOTAL 01040 Superintendent #1 8 2430.40 HR $125.00 $303,800 $0.00 $0 $303,800 01040 Superintendent #2 8 1388.80 HR $125.00 $173,600 $0.00 $0 $173,600 01042 Safety Inspections 0 24.00 ALLOW $0.00 $0 $250.00 $6,000 $6,000 01046 Project Manager 4 1215.20 HR $130.00 $157,976 $0.00 $0 $157,976 01047 Assistant Project Manager 0.5 152.00 HR $55.00 $8,360 $0.00 $0 $8,360 01048 General Laborer 8 1388.80 HR $55.00 $76,384 $0.00 $0 $76,384 01050 Professional Surveying 1.00 ALLOW $0.00 $0 $35,000.00 $35,000 $35,000 01410 Testing Services 1.00 ALLOW $0.00 $0 $0.00 $0 By Owner 01511 Temp. Electricity 12.00 Months $0.00 $0 $2,500.00 $30,000 $30,000 01513 Temp. Heating 5.00 Units $0.00 $0 $2,000.00 $10,000 $10,000 Temp Heat Equip 5.00 EA $2,000.00 $10,000 $10,000 Temp Dehumid Eq 0.00 EA $500.00 $0 NA 01515 Temp. Water 12.00 WE $0.00 $0 $100.00 $1,200 $1,200 01516 Temp. Toilets 56.00 EA $0.00 $0 $110.00 $6,160 $6,160 01528 Temp Roads By Earthwork 0.00 LS $0.00 $0 $0.00 $0 By Trade Pkg 01535 Construction Fencing 0.00 LF $0.00 $0 $8.00 $0 By Trade Pkg 01560 Dumpsters 28.00 EA $0.00 $0 $550.00 $15,400 $15,400 01565 Snow Removal 1.00 ALLOW $0.00 $0 $10,000.00 $10,000 $10,000 01580 Project Signs 0.00 ALLOW $0 $0.00 $0 By Owner 01590 Field Office 14.00 MO $0.00 $0 $1,100.00 $15,400 $15,400 01600 Small Tools/Office Supplies 14.00 ALLOW $0.00 $0 $2,000.00 $28,000 $28,000 Temp Enclosures 1.00 LS $0.00 $0 By Trades Technology 14.00 mnths $3,500.00 $49,000 $49,000 01602 Equipment Rental Lift & Connex 14.00 Mnth $0.00 $0 $3,500.00 $49,000 $49,000 01710 Final Cleaning 0 SF $0.00 $0 $0.65 $0 By Trade Pkg Floor Protection 0 SF $0.20 $0 By Trade Pkg TOTAL : $720,120 $265,160 $985,280 Pre-Construction Services Lump Sum Fee: $7,500 Construction Management Fee: 2.25% Page 141 of 205 17. COST MANAGEMENT BIDDING AND PROCUREMENT METHODOLOGY: Moore Construction Services utilizes a structured, transparent bidding and procurement process that emphasizes early trade partner engagement, competitive pricing, and alignment with project goals ensuring we meet Wisconsin state statutes for public bidding. GMP DEVELOPMENT APPROACH: Our Guaranteed Maximum Price (GMP) development process is collaborative, transparent, and rooted in real-time cost awareness. We work closely with the Village and design team to develop a GMP at 60% to 90% CDs that reflects a complete, well- understood scope aligned with project objectives. Develop comprehensive bid packages that clearly define scope, expectations, and project requirements Prequalify subcontractors to ensure experienced, capable trade partners aligned with project needs Solicit competitive bids across all trades to achieve best value while maintaining quality standards Conduct thorough bid leveling and scope comparisons to ensure consistency and completeness Facilitate bid review meetings with the project team to evaluate pricing, scope coverage, and qualifications Identify opportunities for scope refinement or value optimization prior to award Coordinate subcontractor onboarding, including contract execution, schedule alignment, and safety requirements Maintain clear and consistent communication with all bidders throughout the procurement process to ensure transparency and accountability Provide ongoing cost input throughout design to track budget alignment as decisions are made Develop detailed estimates at key design milestones, incorporating subcontractor and supplier input for accuracy Reconcile estimates with the design team to ensure alignment between scope, budget, and project expectations Clearly identify allowances, contingencies, and potential cost risks within the GMP Communicate the cost impacts of design changes in real time and recommend alternatives when appropriate Engage trade partners early to validate pricing, identify efficiencies, and confirm constructability Present a fully detailed GMP that is transparent, comprehensive, and supported by market-based pricing Continue to actively manage costs throughout construction to maintain alignment with the GMP Our approach to cost management and procurement emphasizes transparency, early collaboration, and disciplined planning. We work closely with the Village, design team, and trade partners to ensure pricing aligns with project goals and supports informed decision-making throughout the process. Page 142 of 205 ID Task Mode Task Name Duration Start Finish 1 CMAR Selection 1 day Mon 7/6/26 Mon 7/6/26 2 Preconstruction Services 180 days Tue 7/7/26 Mon 3/15/27 3 Utility Extension Design 40 days Tue 1/19/27 Mon 3/15/27 4 Utilitiy Extension Bidding & Construction 120 days Tue 3/16/27 Mon 8/30/27 5 Mobilize & Erosion Control 5 days Tue 3/16/27 Mon 3/22/27 6 Site Cut & Fills 5 days Tue 3/23/27 Mon 3/29/27 7 Pond Construction 10 days Tue 3/30/27 Mon 4/12/27 8 Storm Drainage 10 days Fri 4/9/27 Thu 4/22/27 9 Excavate Building Lower Level 6 days Tue 3/30/27 Tue 4/6/27 10 Lower Level Foundations 20 days Tue 4/6/27 Mon 5/3/27 11 Stair & Elevator Masonry Shafts 15 days Thu 4/29/27 Wed 5/19/27 12 Parking Level Precast 12 days Thu 5/20/27 Fri 6/4/27 13 Waterproofing Lower Half 5 days Tue 5/4/27 Mon 5/10/27 14 Partial Backfill 2 days Mon 5/10/27 Tue 5/11/27 15 Balance Waterproofing 5 days Tue 5/11/27 Mon 5/17/27 16 Balance Backfill 3 days Mon 5/17/27 Wed 5/19/27 17 Precast Waterproofing 5 days Mon 6/7/27 Fri 6/11/27 18 Precast Topping 6 days Mon 6/14/27 Mon 6/21/27 19 First Floor Steel Framing 25 days Tue 6/22/27 Mon 7/26/27 20 Lower Level Underfloor MEP 7 days Mon 6/7/27 Tue 6/15/27 21 Lower Level Masonry Partitions 20 days Wed 6/16/27 Tue 7/13/27 22 Lower Level SOG 10 days Wed 7/14/27 Tue 7/27/27 23 Level One Exterior Wall Framing 25 days Tue 7/27/27 Mon 8/30/27 24 Soffit Framing 15 days Tue 8/31/27 Mon 9/20/27 25 Roof Blocking & Window Blocking 15 days Tue 8/24/27 Mon 9/13/27 26 Roof Tops Curbs 5 days Fri 9/3/27 Thu 9/9/27 27 Roofing 12 days Tue 9/14/27 Wed 9/29/27 28 Metal Pan Stairs 15 days Wed 7/28/27 Tue 8/17/27 29 Air Barrier 10 days Tue 9/7/27 Mon 9/20/27 30 Brick Veneer 25 days Thu 9/16/27 Wed 10/20/27 31 Metal Composite Siding 20 days Mon 10/18/27 Fri 11/12/27 32 Windows and Storefronts 20 days Thu 10/21/27 Wed 11/17/27 33 Overhead Doors 10 days Thu 10/21/27 Wed 11/3/27 CMAR Selection Preconstruction Services Utility Extension Design Utilitiy Extension Bidding & Construction Mobilize & Erosion Control Site Cut & Fills Pond Construction Storm Drainage Excavate Building Lower Level Lower Level Foundations Stair & Elevator Masonry Shafts Parking Level Precast Waterproofing Lower Half Partial Backfill Balance Waterproofing Balance Backfill Precast Waterproofing Precast Topping First Floor Steel Framing Lower Level Underfloor MEP Lower Level Masonry Partitions Lower Level SOG Level One Exterior Wall Framing Soffit Framing Roof Blocking & Window Blocking Roof Tops Curbs Roofing Metal Pan Stairs Air Barrier Brick Veneer Metal Composite Siding Windows and Storefronts Overhead Doors 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 29 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 May June July August September October November December January February March April May June July August September October November December January February March April May June Task Split Milestone Summary Project Summary Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only External Tasks External Milestone Deadline Progress Manual Progress Village of Germantown Police Department Tue 5/19/26 Moore Construction Services Project: GermantownPD.mpp Date: Tue 5/19/26 Page 143 of 205 ID Task Mode Task Name Duration Start Finish 34 Lower Level Overhead MEP 15 days Thu 9/30/27 Wed 10/20/27 35 First Floor Overhead MEP 25 days Wed 10/13/27 Tue 11/16/27 36 Lower Level Partitions 15 days Thu 10/21/27 Wed 11/10/27 37 First Floor Partitions Framing 20 days Wed 11/17/27 Tue 12/14/27 38 In-Wall MEP Rough-in First Floor 20 days Wed 12/1/27 Tue 12/28/27 39 Drywall 25 days Wed 12/22/27 Tue 1/25/28 40 Elevator 10 days Wed 1/26/28 Tue 2/8/28 41 First Coat Paint Lower Level 5 days Thu 11/11/27 Wed 11/17/27 42 First Coat Paint First Floor 8 days Wed 1/26/28 Fri 2/4/28 43 Ceiling Grid 12 days Mon 2/7/28 Tue 2/22/28 44 Hard Tile floors 12 days Wed 2/23/28 Thu 3/9/28 45 Epoxy Floors 10 days Wed 2/23/28 Tue 3/7/28 46 Millwork First Floor 15 days Wed 2/23/28 Tue 3/14/28 47 First Floor Flooring 15 days Wed 3/15/28 Tue 4/4/28 48 Doors & Hardware 15 days Wed 3/15/28 Tue 4/4/28 49 Overhead MEP finishes 15 days Wed 2/23/28 Tue 3/14/28 50 Ceiling Tile 12 days Wed 3/15/28 Thu 3/30/28 51 MEP Finishes 12 days Mon 2/7/28 Tue 2/22/28 52 Misc Accessories 10 days Wed 2/23/28 Tue 3/7/28 53 Final Coat Paint Lower Level 7 days Wed 3/15/28 Thu 3/23/28 54 Final Coat Paint First Floor 8 days Wed 4/5/28 Fri 4/14/28 55 Prepunch 12 days Mon 4/17/28 Tue 5/2/28 56 Punchlist 12 days Wed 5/3/28 Thu 5/18/28 57 Occupancy 7 days Fri 5/19/28 Mon 5/29/28 58 Site Improvements 59 Site Utilities 20 days Fri 4/23/27 Thu 5/20/27 60 Site Concrete 15 days Tue 10/19/27 Mon 11/8/27 61 Site Paving 5 days Tue 11/9/27 Mon 11/15/27 62 Landscaping 15 days Mon 5/1/28 Fri 5/19/28 Lower Level Overhead MEP First Floor Overhead MEP Lower Level Partitions First Floor Partitions Framing In-Wall MEP Rough-in First Floor Drywall Elevator First Coat Paint Lower Level First Coat Paint First Floor Ceiling Grid Hard Tile floors Epoxy Floors Millwork First Floor First Floor Flooring Doors & Hardware Overhead MEP finishes Ceiling Tile MEP Finishes Misc Accessories Final Coat Paint Lower Level Final Coat Paint First Floor Prepunch Punchlist Occupancy Site Utilities Site Concrete Site Paving Landscaping 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 29 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 May June July August September October November December January February March April May June July August September October November December January February March April May June Task Split Milestone Summary Project Summary Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only External Tasks External Milestone Deadline Progress Manual Progress Village of Germantown Police Department Tue 5/19/26 Moore Construction Services Project: GermantownPD.mpp Date: Tue 5/19/26 Page 144 of 205 20. May 18 th, 2026 Phil Lazarski Bond Manager 2100 Stewart Ave Suite 235 Wausau, WI 54401 (715) 688-9888 Contractor: Moore Construction Services, LLC Project: Village of Germantown Police Department Facility N122W17177 Fond du Lac Avenue Germantown, WI 53022 To Whom It May Concern: Moore Construction Services, LLC is a highly valued customer of Liberty Mutual Insurance Company. We consider Moore Construction Services, LLC to be a financially sound and well-managed company Liberty Mutual Insurance Company is willing to extend surety credit to Moore Construction Services, LLC in the amount of $75,000,000 for single projects with an aggregate bonding limit of $150,000,000. Liberty Mutual Insurance Company reserves the right to perform normal underwriting at the time of any request including, but not limited to, a review of contract documents and bond forms, confirmation of project financing, and a review of any other pertinent underwriting documents. This letter is not an assumption of liability nor is it a bond. Any arrangement for bonds is a matter between Moore Construction Services, LLC and Liberty Mutual Insurance Company. We assume no liability to you or to third parties if for any reason we do not supply said bond or bonds. Liberty Mutual Insurance Company is listed on the U.S. Department of the Treasury’s Listing of Approved Sureties (Department Circular 570). Liberty Mutual Insurance Company is licensed to transact business in all states and many international jurisdictions and has a rating of “A” and a financial size category of “XV” in the A.M. Best’s Insurance Guide. Sincerely, Phil Lazarski AFSB Liberty Mutual Surety PROOF OF INSURANCE AND BOND ABILITY Page 145 of 205 Page 146 of 205 Page 147 of 205 Page 148 of 205 Page 149 of 205 Page 150 of 205 Page 151 of 205 Page 152 of 205 Page 153 of 205 Page 154 of 205 Page 155 of 205 Page 156 of 205 Page 157 of 205 Page 158 of 205 Page 159 of 205 Page 160 of 205 Page 161 of 205 Page 162 of 205 Page 163 of 205 Page 164 of 205 Page 165 of 205 Page 166 of 205 Page 167 of 205 Page 168 of 205 Page 169 of 205 Page 170 of 205 Page 171 of 205 Page 172 of 205 Page 173 of 205 Page 174 of 205 Page 175 of 205 Page 176 of 205 Page 177 of 205 Page 178 of 205 Page 179 of 205 Page 180 of 205 Page 181 of 205 Page 182 of 205 Page 183 of 205 Page 184 of 205 BUSINESS OF THE VILLAGE BOARD MEETING DATE: July 20, 2026 PLACEMENT: Resolution ITEM TITLE: Countywide EMS System Resolution (ACTION) SUBMITTED BY: Matt Trebatoski, Village Administrator SUMMARY EXPLANATION: As you know, the Village of Germantown has been participating in a process with Washington County and its 19 other municipalities to develop and potentially implement a Countywide EMS System. Over the course of the last six to seven months, including numerous meetings involving chief elected officials, administrators, fire chiefs, and county officials, the collective group has now reached a point of consensus on a recommended program to consider for 2027. Germantown Battalion Chief Ryker Holms will be at the meeting to present the proposal, and Washinton County Emergency Chief Public Safety Officer Dave Seager will also be on hand to answer questions. The requested action is to adopt Resolution No. 14-2026: Supporting participation in the Washington County Countywide EMS System and authorizing execution of the Countywide EMS System Service Provider Agreement. ATTACHMENT: 1. Countywide EMS System Proposal Presentation 2. Countywide EMS System Proposal Info graph 3. Washington County - EMS Support and Coordination System (Program Framework and Administrative Structure) 4. Resolution No. 14-2026 STAFF RECOMMENDATION: The proposal as presented will help the Village sustain the significant investment it made in additional Fire/EMS personnel two years ago. The cost to maintain this level of service will continue to rise year after year, beyond the rate of net new construction, with simply factoring in contractual wage increase obligations and associated benefits. This is in addition to capital equipment replacement and any other operational cost increases. The proposed County levy will financially assist the Village in meeting future funding Page 185 of 205 needs for at least one of our departments (Fire/EMS) and consequently have a positive impact on our other Village services, which are solely reliant on the Village’s levy capacity. Unfortunately, levy limits and their effective loss of local control have been in place since 2005 and are likely to continue in some form or fashion for the foreseeable future. The proposed Countywide EMS System funding will help replace the $177,000 annual grant funding the Village has received from the County over the last three years (2024- 2026). It will also cover the majority of salaries and benefits increases for 2027 and help offset some of the future years’ increases with an allowable 3-5% increase per year. If the Village chooses not to participate, our residents would still be taxed through the Countywide levy if the County decides to move forward with the plan, however the generated funds would be re-distributed to the other participating municipalities and their respective EMS service provider(s). There seems to be much support from the other Washington County communities, as many have already passed similar resolutions. While certainly not a perfect proposal or program, this is a unique opportunity, and the financial need is real. Recommended Action: Move to adopt Resolution No. 14-2026: Supporting participation in the Washington County Countywide EMS System and authorizing execution of the Countywide EMS System Service Provider Agreement. ACTION BY COMMITTEE: Page 186 of 205 7/16/2026 1 Countywide EMS System Proposal7/20/2026 OverviewOverviewPrefaceThe NeedProject HistoryProject GoalsProject Details & ImpactDiscussion PointsQuestions & Recommended Action1 2 Page 187 of 205 7/16/2026 2 PrefaceThis presentation is accurate according to the most current details available as of 7/14/2026Exact funding amounts will vary based on the Department of Revenue 2026 equalized valuesThe proposal must still be discussed and voted on by the County Board, which may result in some changes Understanding the NeedIncrease in EMS demandIncrease in EMS scopeIncreasing cost to provide service Declining volunteerism and civic engagementState imposed levy limit3 4 Page 188 of 205 7/16/2026 3 Project launch•Discussions ongoing for 3 years•Annual County EMS grant funding ending (2024-2026). Reduction of $177,000 in revenue to Village•Taskforce meets multiple times per month to develop project details 2023 WCFCA requests assistance2024 $1,000,000 annual County EMS grant2024-2025 County funded needs assessment2026 Stakeholder taskforce to form project cc Project Goals Provide stable funding mechanism via County EMS system levyRetain local operational control over fire and EMS servicesProvide efficiencies where practicable to limit future cost increasesEstablish a system foundation on which future improvements can be built 5 6 Page 189 of 205 7/16/2026 4 County EMS Funding BasicsCounty levies a tax equally across the CountyCounty redistributes funds 75% of funds direct to municipality used for any EMS costs25% of funds as a grant to DepartmentsAnnual adjustments2% - 5% increases determined by actual cost increaseAbove 5% would require additional County Board approvals Germantown Impact 2027$3,509,166 Levied across entire County$0.12 Mill rate$549,466 Village of Germantown portion$51 on a $400,000 homeBase: $321,272.25 Directly to the Village for EMS costsCan supplant existing County grant fundsGrant: $107,090.75 As a grant to the DepartmentMore restrictive allowable uses~$45,000 In value from administrative efficiencies 7 8 Page 190 of 205 7/16/2026 5 County EMS Funding UseYear 1: Village may use base funds to supplant the expiring $177,000 County GrantGrant ($107,091) portion uses:Continuing educationDurable EMS equipmentCapital OutlayWellness & fitness programsRecruitment & retentionBase ($321,272) portion uses: Any EMS cost (Salaries, Benefits, Supplies, Capital, Outlay, etc.) 2027 With & Without County EMS Funding2027With County EMS+$144,272Change in County Funding over Previous Year$220,000Estimated Salaries and Benefits Increase$75,728Additional Village Levy Contribution Needed2027Without County EMS-$177,000Change in County Funding over Previous Year$220,000Estimated Salaries and Benefits Increase$397,000Additional Village Levy Contribution Needed- Does not include any non-salary/benefit cost increases nor debt service- Baird provided estimates to GGF projecting an increase of $250,000 in Village levy capacity in 2027 (Actual levy increase is unknown until net new construction numbers become available) 9 10 Page 191 of 205 7/16/2026 6 Preliminary examples only, figures will vary. 2% to 5% Increase Differences(Tax Levy)(Tax Levy) 11 12 Page 192 of 205 7/16/2026 7 Discussion PointsCountywide EMS System may continue without all municipalities/departments approvingAll County residents levied equallyIf a municipality opts-out, that budget gets reallocated to other municipalities involvedRetains majority of local controlMinimal requirements for participatingAnnual reportingCollaboration to identify future efficiencies No-penalty back-out if program does not meet Village expectationsProgram is a tax increaseTo continue operations at the current level tax increase must occurAlternative FundingFire Protection FeeVehicle Registration Fee (Wheel Tax) Questions?Recommendation:Adoption of Resolution #14-2026: Supporting participation in the Washington County Countywide EMS System and authorizing execution of the Countywide EMS System Service Provider Agreement 13 14 Page 193 of 205 Volunteer Retention $500,000 $3,509,166 $273,561 $2,735,605 Administrative Base EMS Levy Total County Levy Germantown's Contribution$549,466 IMPACT COUNTYWIDE EMS PROPOSAL VILLAGE OF GERMANTOWN PROPOSAL Washington County will levy a tax and distribute funding to municipalities, for the continuation of EMS under local control. OBJECTIVE Provide a fiscally responsible and sustainable funding mechanism for EMS across Washington County while providing Municipal funding relief. INSIGHTS • Funding is in line with demand. • Provides a foundation that can be expanded. • Maintain local EMS control. $51 Impact on a $400,000 Home ANNUAL BENEFIT Year 1: $428,363 Up to 5% Covers 100% Ongoing Support of County funds for Germantown EMS Services annual increases factored from actual cost increases of anticipated Year 1 EMS cost increases of a portion of EMS cost increases for future years SUSTAINABLE LOCAL CONTROL STRONGER TOGETHER Cost Control VILLAGE OF GERMANTOWN Utilizing established SMART goals to limit annual cost increases and bend the green line downward. Page 194 of 205 Washington County EMS Support and Coordination System Program Framework and Administrative Structure 1. Purpose The Washington County EMS Service Support and Coordination System (System) is established to support reliable emergency medical services throughout Washington County through transparent County funding, municipal accountability, ambulance-service provider performance, and coordinated first responder support. The System recognizes that timely first responder services provided by fire departments and other licensed or authorized EMS agencies are an essential part of the County EMS continuum, particularly in areas where transport-unit travel time, rural geography, or simultaneous call demand can delay definitive ambulance arrival. The Program also recognizes that reliable and cooperative EMS transport services are an equally essential part of the County EMS continuum. Rising call volume, insufficient reimbursement, rising costs and strained volunteers are putting unprecedented stress on departments, municipalities and taxpayers. County funds shall relieve immediate fiscal stress, increase collaboration and mitigate long term cost increases through incentivized cooperation. The Program is further designed to incentive and facilitate cooperative agreements (i.e. West Bend / Kewaskum – Slinger / Lifestar) to mitigate long term costs increases to taxpayers and strengthen Washington County’s rich heritage of volunteerism. 2. Guiding Principles • County funds should purchase a defined public EMS benefit: readiness, coverage, response capacity, and measurable system improvement. • Municipalities retain authority to select and contract with the licensed EMS provider serving their community. • Fire departments and other EMS first responder agencies that provide patient-care, scene-support, and readiness functions in coordination with transport providers should receive defined EMS-only support that is tied to documented first responder responsibilities and measurable readiness expectations. Page 195 of 205 • Licensed EMS providers retain responsibility for compliance with Wisconsin DHS licensure, operational-plan, service-director, medical-director, staffing, QA/QI, credentialing, and patient-care requirements. • Funding allocation must be transparent, rational, consistently applied, and restricted to EMS purposes. • Coordination will improve reliability and efficiency without creating the need for County operational control over independent providers 3. Legal and Administrative Framework The System is intended to operate as a county-funded, municipally administered, contracted-provider EMS model. Under this model, Washington County shall appropriate and administer funds to support the availability, readiness, coordination, and improvement of emergency medical services within the County. Participating municipalities shall receive County EMS support through intergovernmental agreements and shall use those funds to directly provide EMS, contract with one or more licensed ambulance service providers, support licensed non-transporting EMS providers or fire departments providing or supporting authorized EMS first responder services. Wisconsin law recognizes that counties and municipalities may provide ambulance and emergency medical services directly or through contracts with qualified providers. Wis. Stat. § 59.54(1) authorizes a county board to establish, maintain, or contract for ambulance service and permits the County to contract with one or more providers. Wis. Stat. § 66.0301 authorizes counties, cities, villages, and towns to enter into intergovernmental cooperation agreements for the receipt or furnishing of services, the joint exercise of lawful powers or duties, the proration of expenses, the deposit and disbursement of appropriated funds, budget approval, and the formation and administration of contracts. The System is therefore intended to create a clear chain of accountability: a. Washington County shall establish the EMS funding program, appropriate available funds, adopt eligibility and accountability requirements, enter into intergovernmental agreements with participating municipalities, maintain financial oversight, and facilitate countywide EMS cooperation, coordination and planning. b. Participating municipalities shall remain responsible for securing EMS coverage for their residents and territory, whether through direct municipal operation, a joint or cooperative arrangement, or a written contract with one or more licensed EMS providers. Municipalities receiving County funding shall use Page 196 of 205 those funds only for approved EMS purposes and shall maintain documentation demonstrating that funded services are available and being delivered. c. Contracted EMS service providers shall remain independently responsible for all licensure, staffing, operational, clinical, reporting, quality-assurance, medical- direction, and patient-care obligations imposed by Wisconsin law and administrative rule. County or municipal funding does not transfer those regulatory responsibilities to the County. Chapter 256 of the Wisconsin Statutes establishes the statewide EMS regulatory structure administered by the Wisconsin Department of Health Services. Under that chapter, EMS services are delivered through approved and licensed EMS programs and providers, including ambulance service providers and non-transporting EMS providers. The Program shall require that any provider receiving County-supported funds for EMS service delivery maintain all licenses, approvals, and operational authority required by Wis. Stat. ch. 256 and Wis. Admin. Code ch. DHS 110. Wis. Admin. Code ch. DHS 110 establishes the operational requirements applicable to EMS providers. These requirements include provider licensing, operational-plan approval, credentialing of EMS professionals, medical direction, service-director responsibility, staffing, equipment, patient-care reporting, quality assurance, and compliance with approved EMS scope-of-practice requirements. A contracted ambulance service provider or non-transporting EMS provider must maintain a current DHS- approved operational plan and remain responsible for the services it provides under that plan. County participation, funding, coordination, or advisory recommendations shall not supersede the authority of the licensed provider’s service director or medical director. The County may support licensed fire departments and other eligible EMS first responder agencies that provide authorized non-transporting EMS response, assist ambulance providers, provide early patient care, support scene safety, assist with patient movement, participate in mutual aid, or otherwise contribute to the EMS response continuum. Such support shall be limited to documented EMS-related readiness, training, staffing, equipment, communications, supplies, quality improvement, medical direction, and response functions. County EMS funding shall not be used as unrestricted support for unrelated fire-suppression or general governmental operations. The County shall not represent itself as an ambulance service provider, non-transporting EMS provider, medical director, service director, or clinical authority. The County’s role under this System is limited to funding, intergovernmental cooperation, coordination, contract administration, performance oversight, system planning, and advisory support. Page 197 of 205 All System documents, funding agreements, and provider contracts should be reviewed by County and municipal counsel for consistency with Wis. Stat. chs. 59, 60, 61, 62, 66, and 256; Wis. Admin. Code ch. DHS 110; applicable levy-limit, budget, procurement, open-meetings, and public-records requirements; existing municipal service agreements; and any collective-bargaining, insurance, or liability obligations applicable to participating entities. Authority / Requirement Program Application County EMS System County shall structure funding and agreements to support defined ambulance-service outcomes, subject to counsel confirmation of authority, levy limits, and appropriation process. Intergovernmental cooperation County and municipalities shall use written agreements (IGAs) to allocate responsibilities, funds, reporting, and performance expectations. Municipal EMS authority Participating municipalities remain responsible for retaining or contracting with service providers and meeting their local service obligations. EMS Service Provider & DHS EMS regulation Each service provider remains independently licensed and responsible for its DHS operational plan, service director, medical director, credentialing, and clinical governance. First responder EMS support Program support for licensed fire departments and other first responder agencies must be limited to defined EMS-related services, documented responsibilities, and auditable EMS-only expenditures; it does not convert a non-transport first responder agency into the EMS service provider. 4. System Roles The effectiveness of this System depends on a clear division of responsibility among Washington County, participating municipalities, EMS transport providers, and fire departments or other first responder agencies. The System is designed to strengthen the full EMS response continuum—not to centralize control of independently licensed providers or displace local authority. Accordingly, the System recognizes that sustainable EMS service requires support for both transport-provider readiness and first-responder readiness. County funding may support each role when it is tied to documented EMS responsibilities, measurable public benefit, and compliance with applicable law, agreements, and system requirements. Page 198 of 205 Entity Responsibilities County Board / Public safety Committee Appropriate Program funds; approve annual funding formula; approve agreements; approve grants and cooperative incentives; receive annual performance and financial reports; retain final policy and fiscal authority. County / Chief Public Safety Officer Administer agreements; verify eligibility; process payments; maintain records; coordinate reporting; prepare annual recommendations; encourage and facilitate EMS continuum efficiency and cost mitigation through cooperation and shared services; provide staff support to the Advisory Committee. Participating Municipality Maintain or procure ambulance-service coverage; identify and support EMS first responder agencies serving the municipality where applicable; execute compliant provider and first responder agreements or documented operating arrangements; restrict County funds to approved EMS purposes; submit required reports and certifications. EMS Advisory Committee Advise only. Analyze system performance, transport and first responder readiness, funding priorities, cooperation and coordination opportunities, medical direction collaboration, mutual aid, communications, training, quality improvement, and improvement recommendations. EMS Service Provider Deliver contracted transport capable EMS service; maintain licensure and operational-plan compliance; coordinate with designated first responder agencies; report performance and financial use of County-derived funds to its municipal contracting party; participate in appropriate regional coordination. EMS First Responder Agency / Fire Department Provide agreed EMS first response, patient-care support within its authorized scope, scene support, communications, documentation, and coordination with the transport provider; maintain applicable training, storage, equipment, credentialing, and reporting; account separately for County-derived EMS support. Page 199 of 205 5. Eligibility A municipality is eligible for System funding only if it executes a County-Municipality Agreement and certifies that it has a current written agreement with a DHS-licensed EMS service provider for the service period. Where a licensed fire department or other first responder agency provides organized EMS first responder support or services that assist the transport provider, the municipality must also identify the first responder role and maintain a written agreement, operating guideline, policy, or other documented arrangement defining that role, the service area, communication expectations, and the permitted use of System funds. County funds may be used only for approved EMS purposes, including ambulance- service contract payments, EMS staffing and readiness, EMS supplies and equipment, EMS training and credentialing, medical direction, QA/QI, billing and reporting systems, communications, first responder readiness and response support, and other documented EMS-related costs. Eligible first responder costs may include EMS training and credentialing, EMS medical supplies and equipment, EMS communications and alerting, EMS response equipment, EMS-related protective equipment, EMS documentation and QA/QI participation, EMS transport vehicles, personnel and equipment storage and space, EMS transport vehicles, personnel and equipment storage and space, and a defined readiness or response payment for documented first responder services. • County funds may not be used for non-EMS fire suppression, general municipal operations, or unrelated capital costs unless expressly authorized in the annual System plan and documented as an EMS-eligible cost. • A fire department receiving System-supported funds must separately identify and account for the EMS portion of its expenditures • Funding is contingent on timely reporting, compliance certifications, audit access, and correction of material deficiencies. • Payments may be withheld, reduced, recaptured, or redirected after notice and opportunity to cure if funds are misused or contractual requirements are not met. • Municipal supplanting of previous County Fire / EMS grants is permitted. Page 200 of 205 6. Funding Methodology The County Board shall annually approve a funding methodology that is rationally related to EMS need and County policy objectives. The methodology should be published before execution of annual funding schedules and should avoid unexplained or discretionary distributions. The methodology may allocate support both for transport- provider readiness and for defined first responder services that materially improve patient access, early care, scene safety, and transport-provider effectiveness. Recommended Component Purpose Equalized Value Allocation / Distribution Recognizes the apportionment percentage of a municipality. Performance / improvement Incentive Supports measurable improvements in cooperation or service sharing that improves service reliability, coordination, or documented efficiency initiatives. Administrative Allocation Provides funding to the County for System administration. First responder readiness and response allocation Provides funding for incentives intended to support recruitment and retention of volunteer EMS first responders. The annual funding schedule should identify each participating municipality, its provider, its calculated allocation, the authorized use categories, payment timing, and any conditions specific to that funding year. 7. Washington County EMS Advisory Committee The County Executive shall establish and appoint an EMS Advisory Committee to provide nonbinding recommendations. Membership should include the fire chief, EMS director, or equivalent executive representative of each participating transport provider; the service medical director(s) or a designated medical director representative; and the County Chief Public Safety Officer. The County may also include nonvoting technical advisors as appropriate. Committee recommendations do not alter a provider operational plan, clinical protocol, medical direction authority, municipal contract, or County funding decision unless adopted by the transport service provider. Page 201 of 205 • The Committee shall not direct field operations, assign service areas, compel participation in a protocol, or exercise clinical authority over a provider. • The Committee shall operate consistent with applicable public-meeting and public-record requirements. 8. First Responder Support and Accountability The System recognizes that ambulance transport capacity alone does not ensure timely patient access to care. Participating municipalities may use System funds to support licensed fire departments and other EMS first responder agencies that provide or support documented EMS first response in coordination with the municipality’s transport provider. First responder support must remain restricted to EMS-related readiness, response, patient-care, documentation, training, communications, equipment, supplies, storage, and other approved EMS functions. 9. Reporting, Performance, and Transparency • Annual municipal certification of eligible expenditures and provider coverage status. • Annual transport-provider and first responder performance report delivered through the municipality, including unit or responder availability, call volume, response-time data where available, mutual-aid activity, workforce and staffing status, EMS training and QA/QI participation, coordination performance, and material service interruptions. • Annual County EMS System report identifying revenues, allocations, expenditures, outcomes, system gaps, and recommended improvements. • County and municipal audit access to System records and underlying provider records relating to County-derived funds, subject to patient-privacy and other legal protections. 10. System Boundaries Nothing in the System creates a joint EMS district, consolidates providers, transfers municipal authority, establishes a County EMS operational plan, or changes provider or Page 202 of 205 first responder agency licensure. Any such action requires separate legal analysis, approvals, agreements, and implementation steps. 11. Adoption and Annual Cycle 1. County Board adopts the System policy, annual appropriation, and annual funding methodology. 2. County enters County-Municipality Agreements with participating municipalities. 3. Each municipality verifies or executes its EMS Service Provider Agreement and, where applicable, a first responder agreement or documented operating arrangement. 4. County verifies eligibility and issues payments according to the approved schedule. 5. Advisory Committee recommends 3-year priorities, performance indicators, and SMART goals to improve cooperation, coordination and cost mitigation measures. 6. County Board approves the annual report, determines revisions, and future appropriations Page 203 of 205 STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY RESOLUTION NO. 14-2026 A RESOLUTION SUPPORTING PARTICIPATION IN THE WASHINGTON COUNTY COUNTYWIDE EMS SYSTEM AND AUTHORIZING EXECUTION OF THE COUNTYWIDE EMS SYSTEM SERVICE PROVIDER AGREEMENT WHEREAS, Washington County is seeking to establish with its 20 municipal entities the Washington County Countywide EMS System pursuant to Wis. Stat. § 256.12(2) for the purpose of helping to administer, coordinate, and partially fund a countywide emergency medical services system that ensures the availability of timely and professional prehospital emergency medical care throughout Washington County; and WHEREAS, Washington County views emergency medical services as an integrated countywide essential service that utilizes both non-transporting Emergency Medical Responder (EMR) agencies and transporting ambulance services licensed at the Emergency Medical Technician (EMT), Advanced EMT, and Paramedic levels to provide rapid response to medical and traumatic emergencies while ensuring continuity of care during transport to definitive medical facilities; and WHEREAS, the Washington County Countywide EMS System advances the County’s strategic priorities of “supporting safe and secure communities” while promoting effective and responsible government administration for the benefit of not only the Village’s taxpayers, but Countywide; and WHEREAS, the County and the Village of Germantown recognize the value of intergovernmental collaboration, shared services, coordinated planning, and regional partnerships as we’ve consistently explored as a pillar of our organizational priorities to improve operational efficiency, enhance service delivery, and maintain essential services like EMS service delivery in a fiscally prudent and responsible manner; and WHEREAS, Wis. Stat. § 66.0602(3)(e)6. provides that county tax levies for a countywide emergency medical services system are exempt from the levy limit restrictions established under Wis. Stat. § 66.0602(2); and WHEREAS, the Germantown Fire Department ("Provider") desires to participate in the Washington County Countywide EMS System and recognizes the mutual benefits of participation, including improved emergency medical services for residents, enhanced collaboration among providers, increased efficiency in service delivery, access to countywide resources, and most importantly, sustainable funding support necessary to maintain high-quality emergency medical care; and WHEREAS, the Village President, Village Administrator, and Fire Chief through their efforts with Washington County finds that participation in the Countywide EMS System is in the Page 204 of 205 RESOLUTION NO. 14-2026 Page 2 best interests of the residents and communities served by the Provider by providing an opportunity for a sustainable funding source the Village of Germantown, its residents, and the communities we partner with would otherwise not have access to. NOW THEREFORE, BE IT RESOLVED by the Village Board of the Village of Germantown hereby expresses its support for participation in the Washington County Countywide EMS System because the agreement, as currently presented, maintains local control of the Germantown Fire Department and provides a mechanism to ensure future generations will be served by the same high-quality paramedic-level EMS professionals now and for future generations; and BE IT FURTHER RESOLVED, that the Village Board supports the goals and objectives of the Washington County Countywide EMS System, including the provision of coordinated, high-quality, sustainable, and efficient emergency medical services throughout Washington County improving the quality of life for all our County’s residents; and BE IT FURTHER RESOLVED, that the Village Board authorizes and directs its Village President, Village Administrator, and Fire Chief to continue to negotiate on the community’s behalf and to execute the Washington County Countywide EMS System Service Provider Agreement when it is determined to be in its ‘final form’ and any related documents necessary to effectuate participation in the Countywide EMS System, which shall be forwarded back to the Village Board for final ratification at a future date and time; and BE IT FURTHER RESOLVED, that a copy of this Resolution shall be forwarded to Washington County as evidence of the Village Board’s support for and participation in the Washington County Countywide EMS System. Adopted: July 20, 2026 ______________________________________ Robert A Soderberg, Village President ATTEST: ____________________________________ Donna Ott, Village Clerk Page 205 of 205

Source: Village of Germantown website. First collected Oct 7, 2026.