Public Works & Highways Committee — Agenda Packet

MEETING: REGULAR MEETING OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE DATE & TIME: Wednesday, July 8, 2026 at 5:30 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 #: 2559 381 5578 Password: ZNmFyjsD343 which can be accessed by phone at 408-418-9388 or by logging on at: https://villageofgermantown.my.webex.com/villageofgermantown.my/j.php?MTID=m05d284a3c6a8ca3b30e9573d3bc90412 Citizens not wishing to attend the meeting personally or virtually may submit any public comments by sending an email to comments@germantownwi.gov by 4 p.m. on the day of the meeting so that it can be provided to the members of the body for their consideration. Previously recorded Village Board Meeting Videos can be viewed at https://www.youtube.com/channel/UCOYp0EgELzTCa9X_iCohyhQ. AGENDA I. CALL TO ORDER: This meeting has been given public notice in accordance with Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public and news media of subject matter that is intended for consideration and action. II. ROLL CALL: III. MEETING MINUTES: A. June 3, 2026 IV. PUBLIC COMMENT: Please be advised per State Statute Section 19.84(2), information will be received from the public. It is the policy of this municipality that there be a four-minute time period, per person, with time extensions per the Chief Presiding Officer’s discretion; be further advised that there may be limited discussion on the information received, however, NO ACTION will be taken under public comments. Comments that may be injurious to village personnel or other individuals will not be allowed. V. UNFINISHED BUSINESS: VI. NEW BUSINESS: A. Resolution Adopting the 2025 Compliance Maintenance Annual Report (CMAR) (WDNR) (ACTION) B. 2026 Library Gutter Seam Sealing Project (DISCUSSION) C. Gettysburg Drive "School Crossing" roadway painting and speed reduction signage (ACTION) D. Reduction to the letter of credit in the amount of $164,375.25 to Home Path Financial, developer of Heritage Park North (ACTION) E. 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) F. Change order to Agreement with Vinton Construction for the High Point Pass Project in the amount of $34,909.96 (ACTION) G. Adoption of 2026 Wage and Equipment Rates (ACTION) Page 1 of 86 PUBLIC WORKS & HIGHWAYS COMMITTEE AGENDA July 8, 2026 Page 2 VII. DIRECTOR'S REPORT: A. July Director's Report VIII. NEXT MEETING DATE: IX. ANNOUNCEMENTS: X. 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 86 REGULAR MEETING OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE Wednesday, June 3,2026 5:30 PM Germantown Village Hall Board Room N112 W17001 Mequon Road MEETING: DATE AND TIME: LOCATION: il. ilt. tv. MINUTES I. CALL TO ORDER: Chairperson Kaminski called the Public Works and Highways Committee meeting to order at 5:30PM. ROLL CALL: Present: Trustee Terri Kaminski, Trustee Robert Warren, Trustee Jan Miller, Trustee Jim Stout Absent: None Excused: None MEETING MINUTES: A. May 13,2026 (ACTION) Motion: Approve as presented Motioned By: Robert Warren Seconded By: Jim Stout Motion Passed (Yes 4, No 0, Abstained 0) PUBLIC COMMENT: Norman Berger of W141N9978 Seven Pines Way spoke about garbage fees on taxes. UNFINISHED BUSINESS: A. April Storm Update (DISCUSSION) DPW Director Zimmerman gave an update on the April storm and permitted residents to speak about the storm. A representative from Ruekert & Mielke gave an update about capacity upgrades. This was a discussion only item. Kris Privek of N'106W17321 Wildflower Ln spoke about sewage back up in her basement. Randy Ryskoski of N106W17113 Juniper Dr spoke about basement flooding and planned improvements. Tom Wlllard of N106W17355 Wildflower Ln spoke about basement flooding. V Yes: Terri Kaminski. Robert Warren, Jan Miller. Jim Stout No: None Abstain: None The following citizens spoke: Page 3 of 86 Jeff Zotcavage of N106W17385 Wildflower Ln spoke about dredging the creek Unidentified resident spoke about reassessments of flooded homes. NEW BUSINESS: A. DombrockRelocationOrder/Appraisal Rebuttal. (ACTION) DPW Director Zimmerman gave information on this item Motion: Approve location 1 for crosswalk at Ava Cir close to intersection Motioned By: Robert Warren Seconded By: Terri Kaminski Yes: Terri Kaminski, Robert Warren, Jan Miller, Jim Stout No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) B. Award of a contract to Fahrner Asphalt Sealers for lhe 2026 Road Program not to exceed the budgeted amount of $250,000.00. (ACTION) Motion: Approve as presented Motioned By: Robert Warren Seconded By: Jan Miller Yes: Terri Kaminski. Robert Warren, Jan Miller, Jim Stout No: None Abstain: None Motaon Passed (Yes 4, No 0, Abstained 0) C. Award of contract to Payne & Dolan for the Division Road Phase 1 improvements in a total amount, including a 10% contingency, not to exceed $2,341,449.1O. (ACTTON) DPW Director Zimmerman gave information on this item Motion: Approve as presented Motioned By: Robert Warren Seconded By: Jan Miller Yes: Terri Kaminski. Robert Warren, Jan Miller, Jim Stout No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) D. Professional services agreement with RA Smith for Division Road Phase 1 inspection in an amount, including 100/o contingency, not to exceed $184,800.00. (ACTTON) Page 2 VI, Page 4 of 86 Page 3 Motion: Approve as presented Motioned By: Robert Warren Seconded By: Jan Miller Yes: Terri Kaminski, Robert Warren, Jan Miller, Jim Stout No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) DIRECTOR'S REPORT: A. June Director's Report DPW Director Zimmerman gave his June Director's report. Highlights include updates about the 2026 Road Program and the DOT roundabout project, Maple Rd bridge repair, Engineer Tech position has been filled, and spring mowing and projects are underuvay. VIII. NEXT MEETING DATE: The next Public Works and Highways Committee Meeting will be held on July 8, 2026 at 5:30PM. ANNOUNCEMENTS: x. None ADJOURNMENT: Chairperson Kaminski adjourned the meeting al7:22PM. vil. tx. Page 5 of 86 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 6 of 86 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 7 of 86 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 8 of 86 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 9 of 86 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 10 of 86 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 11 of 86 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 12 of 86 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 13 of 86 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 14 of 86 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 15 of 86 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 16 of 86 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: PSF: y = 0x + 0 Page 17 of 86 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: SPF: y = 0x + 0 Page 18 of 86 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: SSO: y = 0x + 0 Page 19 of 86 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: BB: y = -0.000008 x + 0.41 Page 20 of 86 Germantown Sewage Collection System Linear equation uses 2015 - 2025 CMAR data for Trend Line: Complaints: y = 0.000002 x -0.09 Page 21 of 86 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 22 of 86 STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY RESOLUTION NO. _____-26 ____________________________________________________________________________ A RESOLUTION ADOPTING THE 2025 WISCONSIN POLLUTION DISCHARGE ELIMINATION SYSTEM COMPLIANCE MAINTANCE ANNUAL REPORT WHEREAS, by the action taken in Resolution NO. ___-26, 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. 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. Introduced by Trustee: Adopted: July 20, 2026 Vote: Ayes: _____ Nays: _____ Absent: _____ ___________________________________ Robert Soderberg, Village President ATTEST: _____________________________ Donna Ott, Village Clerk Page 23 of 86 BUSINESS OF THE PUBLIC WORKS COMMITTEE & VILLAGE BOARD GERMANTOWN, WI MEETING DATE: Wednesday, July 8th, 2026. AGENDA ITEM: New Business ITEM TITLE: 2026 Library Gutter Seam Sealing Project SUBMITTED BY: Scott Anderson: Highway, Parks, Building & Grounds Superintendent SUMMARY EXPLANATION: As part of the 2026 Buildings & Grounds non-borrowed capital budget, $20,000.00 was allocated to make gutter repairs at the library. The library currently has a custom seamed gutter system in place which is original to the building. As with any seamed gutter, potential leaks at seams are inevitable over time. Generally speaking the library gutter system is in very good condition. There are several persistent gutter seam leaks, which are located in areas that create problematic icing issues during the winter months. The largest problem area currently exists over the library’s main entry way. This project will address resealing all gutter seams, not just current problem areas. When considering gutter repair treatment, gutter replacement was also a consideration. While standard gutters may be a more cost effective option, staff did obtain and estimated replacement cost of $120,000.00, to match the custom gutter system currently in place. Gutter seam repair life expectancy can vary based on the process being used. Staff considered two options which were presented by our contractors. One option was to clean each seam and use a caulk sealant, which would be very similar to the treatment previously completed. This option would have provided about 6-8 years of life expectancy. Staff has scheduled Noffke Roofing to complete a treatment that includes cleaning, gluing uncured rubber flashing over each joint. This flashing will also be sealed with a caulk. This method is expected to last about 20-years, which will closely align with the next roof replacement. Staff has solicited pricing from several area vendors and the results are listed below for review. Noffke Roofing: $11,330.00 (uncured rubber) Great Lakes Roofing: $17,500.00 (caulked sealant) Northern Metal Roofing: $40,200.00 (uncured rubber) _________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: COMMITTEE ACTION: No action necessary. Information only. Page 24 of 86 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 25 of 86 Page 26 of 86 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 27 of 86 Page 28 of 86 Page 29 of 86 Page 30 of 86   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 31 of 86 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 32 of 86 Page 33 of 86 Page 34 of 86 Page 35 of 86 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 36 of 86 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 37 of 86 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 38 of 86 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 39 of 86 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 40 of 86 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 41 of 86 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 42 of 86 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 43 of 86 Page 44 of 86 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 45 of 86 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 46 of 86 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 47 of 86 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 48 of 86 4 Fax : 920-261-9904 Bruce .Marr@highwayligh t.net 1532 Utah Street Watertown Wi 53094 Page 49 of 86 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 50 of 86 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 51 of 86 3 Page 52 of 86 Page 53 of 86 Page 54 of 86 Page 55 of 86 Page 56 of 86 Page 57 of 86 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 58 of 86 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 59 of 86 BOM 1 - Village of Germantown - Highpoint LSI Village of Germantown - Highpoint Notes Summary Page 60 of 86 BOM 1 - Village of Germantown - Highpoint LSI Village of Germantown - Highpoint Datasheets New Section 1 Page 61 of 86 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 62 of 86 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 63 of 86 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 64 of 86 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 65 of 86 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 66 of 86 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 67 of 86 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 68 of 86 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 69 of 86 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 70 of 86 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 71 of 86 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 72 of 86 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 73 of 86 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 74 of 86 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 75 of 86 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 76 of 86 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 77 of 86 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 78 of 86 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 79 of 86 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 80 of 86 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 81 of 86 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 82 of 86 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 83 of 86 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 84 of 86 Directors Report – July 2026 Engineering Road program including 2026 Roads along with seal coating program Beginning Mid-July Pleasant View culvert replacement, ARIP road project Lovers Lane South to Freistadt. (Bidding next week, fall construction tentative) Maple Rd. Bridge repair over Willow Creek. Repair of deteriorated west beam addresses remaining lifespan of the structure. (Contract documents being developed) CTH Q & STH 175 Intersection Signal Replacements. Improvements planned for advertisement late summer for work in early 2027. Plans and specs. Being developed with Town of Jackson for Pioneer Rd. ARIP grant. Survey and Wetland delineations are underway. No candidates yet for Village Engineer position Highways, Parks, Buildings, and Grounds Full summer mode with mowing operations, including one pass ROW mowing Mastic application -completed, crack sealing will be in fall Brush pick-up completed took 3 weeks to complete Street light fixture replacement underway will be on-going throughout the summer Flower Source Remediation and demo will resumed June 9th. Should be completed by months end. Offer made to fill vacancy Water Utility Hydrant flushing completed Page 85 of 86 Commercial Meter replacements 400 residential meter replacements On going hydrant repair throughout the Village Discovered a fill pipe leak at Tower 2 -working on scoping repair Valve exercising Wastewater Utility Wet Well cleaning System Jetting area 3 Yard Waste upkeep/material processing completed summer grinding after brush pick-up processed approx. 18,000 Cu.Yds. of raw material SSSA under revisions after meeting with DNR and SEWRPC regarding population projections Collection System Facilities Plan – Submitted to DNR on hold pending SSSA Main St. and Old Farm Facilities Plan – Submitted to DNR on hold pending approval of the SSSA, and CSFP plans are currently at 30% and Village and consultant met to review New operator started Monday, July 6 Industrial Sewer billing begining Budget preparation will begin in earnest after new Finance Director is on- board Page 86 of 86