Village Board — Agenda Packet
Village of Germantown · Washington County · Village Board · meeting of Jul 20, 2026 · Agenda packets
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MEETING: REGULAR MEETING OF THE VILLAGE BOARD
DATE & TIME: Monday, July 20, 2026 at 7:00 PM
LOCATION: Germantown Village Hall Board Room
N112 W17001 Mequon Road
Any member of the body and/or citizen may attend the meeting virtually through the WebEx platform, Meeting #:2551 746 8900 Password:
RGfHMePh684 which can be accessed by phone at 408-418-9388 or by clicking the link
below: https://villageofgermantown.my.webex.com/villageofgermantown.my/j.php?MTID=mbac09c1bf
900c82b3d4fd86d044402dc
Citizens not wishing to attend the meeting personally or virtually may submit any public comments by sending an email to
comments@germantownwi.gov by 4 p.m. on the day of the meeting so that it can be provided to the members of the body for their
consideration. Previously recorded VillageBoard Meeting Videos can be viewed at:
https://www.youtube.com/channel/UCOYp0EgELzTCa9X_iCohyhQ
AGENDA
I. CALL TO ORDER: This meeting has been given public notice in accordance with
Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public
and news media of subject matter that is intended for consideration and action.
II. ROLL CALL:
III. PLEDGE OF ALLEGIANCE / MOMENT OF SILENCE:
IV. PRESIDENT’S REPORT:
V. ANNOUNCEMENTS OF FORTHCOMING EVENTS OF PUBLIC INTEREST /
COMMITTEE AND DEPARTMENT REPORTS:
VI. CITIZEN INPUT: (Please be advised per 19.84(2) that information and comment will
be received from the public. It is the policy of this municipality that public input be
limited to a four (4) minute period per person with a time extension granted at the
discretion of the Chairperson. Be advised that there may be limited discussion of the
information received but no action will be taken under public comments.) Comments
that may be injurious to village personnel or other individuals will not be allowed.
VII. CONSENT AGENDA:
A. July 8, 2026 Meeting Minutes (ACTION)
B. One-Time Temporary Outdoor Entertainment Permit for Lynn Sterns,
W124N12127 Wasaukee Rd, on 08/22/2026 (ACTION)
C. Temporary Class "B" Beer/"Class B" Wine Application for Germantown
Historical Society's Oktoberfest, September 26-27, 2026 (ACTION)
D. Police Department Budget Amendment for Insurance Proceeds, Grant
Revenues, Donations, and Sale of Handgun Revenues (ACTION)
E. Reduction to the letter of credit in the amount of $164,375.25 to Home Path
Financial, developer of Heritage Park North (ACTION)
F. Amendment #1 to Agreement with MSA for the Maple Road bridge repair in an
amount which includes a 10% contingency of $31,130.00 (ACTION)
VIII. UNFINISHED BUSINESS:
IX. PUBLIC HEARINGS:
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VILLAGE BOARD AGENDA
July 20, 2026
Page 2
X. NEW BUSINESS:
A. Public Grant Program Application by Germantown Historical Society Inc for
2026 Christ Church Restoration and Addition Project (ACTION)
B. Request to Update Master Signers on the Village’s US Bank account (ACTION)
C. Resolution Adopting the 2025 Compliance Maintenance Annual Report
(CMAR) (WDNR) (ACTION)
D. Gettysburg Drive "School Crossing" roadway painting and speed reduction
signage (ACTION)
E. Change order to Agreement with Vinton Construction for the High Point Pass
Project in the amount of $34,909.96 (ACTION)
F. Adoption of 2026 Wage and Equipment Rates (ACTION)
G. Approval of Funding for Construction Manager at Risk for New Police
Department to Moore Construction Services (ACTION)
H. Countywide EMS System Resolution (ACTION)
XI. ADJOURNMENT:
UPON REASONABLE NOTICE, efforts will be made to accommodate the needs of disabled individuals through
appropriate aids and services. For additional information or to request this service, please contact the Village
Clerk at (262)250-4745 at least 2 days prior to the meeting.
Notice is hereby given that a possible quorum of other boards, committees, and/or commissions may attend this
meeting to gather information about an item over which they have decision-making responsibility. This may
constitute a meeting of these bodies per State ex rel. Badke v Greendale Village Board, even though these
bodies will not take formal action at this meeting.
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MEETING: REGULAR MEETING OF THE VILLAGE BOARD
DATE AND TIME: Monday, July 6, 2026 7:00 PM
LOCATION:
Germantown Vi
llage Hall Board Room
N112 W17001 Mequon Road
MINUTES
I. CALL TO ORDER: This meeting has been given public notice in accordance with
Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public
and news media of subject matter that is intended for consideration and action.
Village President Bob Soderberg called the Village Board meeting to order at 7:00 PM.
II. ROLL CALL:
Prese
nt: Trustee Robert Warren, Trustee Meg Cutts, Trustee Patrick Kaiser, Trustee
Jan Miller, Trustee Scott Hefle, Trustee Jolene Pieper, Trustee Jim Stout, Trustee
Terri Kaminski, Village President Bob Soderberg
Also Present: Village Clerk Donna Ott, Village Attorney Brian Sajdak, Administrator
Matt Trebatoski, Community Development Director Jeff Retzlaff
III. PLEDGE OF ALLEGIANCE / MOMENT OF SILENCE:
IV. PRESIDENT’S REPORT:
Village President Soderberg spoke regarding the Fourth of July activities held at
Firemen's Park and thanked all volunteers, sponsors, vendors, Police, Fire, DPW, and
Park and Recreation Departments involved with the Celebration. He additionally
thanked the Germantown Area Chamber of Commerce for managing the Fourth of
July parade and thanked the Fourth of July Taskforce co-chairs Trustee Jan Miller and
Tom Barney for their coordination efforts. Lastly, President Soderberg spoke
regarding the construction at Fond du Lac Av/Division Rd, Flower Source demolition,
Village Center community engagement opportunity, and welcomed the Village's new
Administrator Matt Trebatoski.
A. Park and Recreation Month Proclamation (PRESENTATION)
Village President Soderberg read aloud a proclamation observing Park and Recreation
Month for the month of July, 2026.
V. ANNOUNCEMENTS OF FORTHCOMING EVENTS OF PUBLIC INTEREST /
COMMITTEE AND DEPARTMENT REPORTS:
Trustee Kaminski
announced the upcoming Public Works & Highways Committee
DRAFT
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Page 2
meeting on July 8, 2026, at 5:30 PM.
Trustee Cutts announced the upcoming General Government & Finance Committee
meeting on July 20, 2026, at 5:30 PM, and the upcoming Public Safety Committee
meeting on August 3, 2026, at 6:00 PM.
Trustee Hefle announced the upcoming Economic Development Commission meeting
on July 14, 2026, at 6:00 PM.
Trustee Miller announced the upcoming Tree Advisory Board on July 9, 2026, at 1:30
PM, and the upcoming Tourism Commission Meeting on July 13, 2026 at 5:00 PM.
VI. CITIZEN INPUT: (Please be advised per 19.84(2) that information and comment will
be received from the public. It is the policy of this municipality that public input be
limited to a four (4) minute period per person with a time extension granted at the
discretion of the Chairperson. Be advised that there may be limited discussion of the
information received but no action will be taken under public comments.) Comments
that may be injurious to village personnel or other individuals will not be allowed.
Melanie Smythe (N140W17938 Cedar Ln) spoke regarding the Police Department
building contract and the future financial forensic audit.
VII. CONSENT AGENDA:
Motion: Approve Items A and B as presented
Motioned By: Terri Kaminski
Seconded By: Robert Warren
Yes: Robert Warren, Meg Cutts, Patrick Kaiser, Jan Miller, Scott Hefle, Jolene Pieper,
Jim Stout, Terri Kaminski, Bob Soderberg
No: None
Abstain: None
Motion Passed by Voice Vote (Yes 9, No 0, Abstained 0)
A. June 15, 2026, Meeting Minutes (ACTION)
B. Temporary Class "B" Beer Application for Germantown Area Chamber of
Commerce Business After Hours Event — July 15, 2026 (ACTION)
VIII. UNFINISHED BUSINESS:
IX. PUBLIC HEARINGS:
X. NEW BUSINESS:
DRAFT
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Page 3
A. Appointment of Election Inspectors and Central Count Election Officials for the
Remainder of the 2026-2027 Election Term (ACTION)
Motion: Approve as presented
Motioned By: Jolene Pieper
Seconded By: Scott Hefle
Yes: Robert Warren, Meg Cutts, Patrick Kaiser, Jan Miller, Scott Hefle, Jolene Pieper,
Jim Stout, Terri Kaminski, Bob Soderberg
No: None
Abstain: None
Motion Passed by Voice Vote (Yes 9, No 0, Abstained 0)
B. Brandon O'Bryon, Agent for Mark Posey and Randall Wendland, Property
Owner, at W212 N11206 Meeker Hill Lane; Application to Rezone 2.1 acres
from the R-2: Single-Family Residential to the B-3: General Business District;
and a Conditional Use Permit (CUP) Application to Allow the Operation of a
Construction Service/Contractor Shop for a Tree Removal Business Operation.
(ACTION)
Community Development Director Jeff Retzlaff presented the rezoning and conditional
use permit request. He advised that on June 8, 2026, the Plan Commission
recommended denial of both the rezoning request and conditional use application.
Motion: Approve as presented
Motioned By: Jolene Pieper
Seconded By: Terri Kaminski
Yes: None
No: Robert Warren, Meg Cutts, Patrick Kaiser, Jan Miller, Scott Hefle, Jolene Pieper,
Jim Stout, Terri Kaminski, Bob Soderberg
Abstain: None
Motion Failed by Voice Vote (Yes 0, No 9, Abstained 0)
XI. ADJOURNMENT:
Village President Soderberg adjourned the Village Board meeting at 7:20 PM.
DRAFT
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BUSINESS OF THE VILLAGE BOARD
MEETING DATE: July 20, 2026
PLACEMENT: Action Item
ITEM TITLE: One-Time Temporary Outdoor Entertainment Permit for Lynn
Sterns, W124N12127 Wasaukee Rd, on 08/22/2026 (ACTION)
SUBMITTED BY: Kasie Miller, Chief Deputy Clerk
SUMMARY EXPLANATION:
Lynn Sterns, resident of W124N12127 Wasaukee Rd, has submitted an application for
a One-Time Temporary Outdoor Entertainment Permit for a private wedding reception
held at their residence on August 22, 2026, from 5:00PM until 11:00PM. A 30 ft by 60 ft
tent will be used as shelter for guests and for the DJ to play amplified music. Five-
hundred foot notices were mailed to adjacent property owners on 06/16/2026.
Police, Fire, and Community Development Departments have provided approval of this
application.
ATTACHMENT:
1. Sterns Temp 1 Day_Redacted
STAFF RECOMMENDATION:
Approval of the One-Time Temporary Outdoor Entertainment Permit Application for
Stern's residence private wedding reception on 08/22/2026.
ACTION BY COMMITTEE:
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BUSINESS OF THE VILLAGE BOARD
MEETING DATE: July 20, 2026
PLACEMENT: Action Item
ITEM TITLE: Temporary Class "B" Beer/"Class B" Wine Application for
Germantown Historical Society's Oktoberfest, September 26-27,
2026 (ACTION)
SUBMITTED BY:
SUMMARY EXPLANATION:
ATTACHMENT:
1. Redacted Oktoberfest 09.26.26-09.27.26 Temp Class B-Beer and Wine
STAFF RECOMMENDATION:
ACTION BY COMMITTEE:
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BUSINESS OF THE VILLAGE BOARD
GERMANTOWN, WI
MEETING DATE: July 20, 2026
AGENDA ITEM: Action Item
ITEM TITLE: 2026 Police Department Budget Amendment to Account for Insurance
Proceeds, Grant Revenue Offsetting Previously Unbudgeted
Expenditures, and Sale of Old Department Handguns
SUBMITTED BY: Chief Patrick Merten
SUMMARY EXPLANATION:
CVMIC Insurance Payments for Damaged Squad Vehicle s
• The Village received $300.00 in insurance proceeds from CVMIC related to recently
damaged squad vehicle.
• The funds will be used to offset the replacement and repair costs associated with the
affected vehicles.
WI DOJ Body Armor Reimbursement
• The Village received $2,559.85 in Wisconsin Department of Justice Body Armor
reimbursement funds to support officer safety with ballistic protection.
• The funds will offset ballistic vest uniform expenses incurred in 2026.
Sale of Old Department Handguns
• The Village received $5,000.00 for the sale of handguns that Kettle Moraine Precision
sold for the village.
• I am asking for the funds to be used to offset the cost of purchasing new patrol rifle
weapon mounted lights.
Donations to Police Department
• The Police Department received a donation from a resident in the amount of $1,500.00
to be used towards patrol rifle weapon mounted lights.
• The funds will offset the cost of the new weapon mounted lights.
Budget Adjustment
• Increase General Fund - PD Squad Maintenance & Repairs (10541000-552700) $300.00
• Increase General Fund – PD Uniforms (10541000-531450) $2,559.85
• Increase General Fund – Protective Supplies (10542000-531560) $6,500.00
o Sale of Guns - $5,000.00
o Donations - $1,500.00
Fiscal Impact
There is no net impact on the General Fund, as the additional e xpenditures are fully offset by
corresponding insurance reimbursements, grant revenues, donations, and sale of equipment.
ATTACHMENT: ORDINANCE___ RESOLUTION_____ OTHER_____
RECOMMENDATION:
Staff recommends approval of the Police Department budget amendment as outlined above to
ensure accurate financial reporting and proper use of restricted or reimbursed funds.
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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.
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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
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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
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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.
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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
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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
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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.
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Page 4 of 6
(Attachment A: Scope of Services)
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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)
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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
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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.
.
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BUSINESS OF THE VILLAGE BOARD
MEETING DATE: July 20, 2026
PLACEMENT: Action Item
ITEM TITLE: Public Grant Program Application by Germantown Historical
Society Inc for 2026 Christ Church Restoration and Addition
Project (ACTION)
SUBMITTED BY:
SUMMARY EXPLANATION:
ATTACHMENT:
1. Public Grant Program - Policy Overview
2. Letter of Request from Germantown Historical Society
3. Application 05.14.26 by Germantown Historical Society
4. Building Permit Application
5. Certificate of Liability Insurance
6. Articles of Incorporation, non profit status,
STAFF RECOMMENDATION:
ACTION BY COMMITTEE:
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Page 58 of 205
BUSINESS OF THE VILLAGE BOARD
MEETING DATE: July 20, 2026
PLACEMENT: Action Item
ITEM TITLE: Request to Update Master Signers on the Village’s US Bank
account (ACTION)
SUBMITTED BY: Matt Trebatoski, Village Administrator
SUMMARY EXPLANATION:
With the departure of interim staff in Finance and Administration, the Master Signers on
the Village’s US Bank account must be updated to the new Finance Director Lisa Davis
and new Village Administrator Matt Trebatoski. This will authorize them on behalf of the
Village to transact any and all other depository and investment business with and
through US Bank. They will also designate the account signers (who signs the checks)
as well as Treasury Management signers (wire transfers, access to Single Point). The
check signers will stay as the Finance Director, Village Clerk, and Village Board
President. The Treasury management signers will remain the Finance Director,
Accountant and Payroll.
ATTACHMENT:
STAFF RECOMMENDATION:
Motion to approve as presented to appoint Finance Director Lisa Davis and Village
Administrator Matt Trebatoski as the master signers on the Village US Bank accounts.
ACTION BY COMMITTEE:
Page 59 of 205
BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE
GERMANTOWN, WI
MEETING DATE: July 8, 2026
PLACEMENT: Action Item
ITEM TITLE: Resolution Adopting the 2025 Compliance Maintenance Annual Report
(CMAR)(WDNR)
SUBMITTED BY: Travis Broughton – Wastewater Superintendent
Tim Zimmerman – Director of Public Works
SUMMARY EXPLANATION:
I am presenting for your review the 2025 CMAR (Compliance Maintenance Annual Report).
This requirement went into effect on January 1, 2006, as part of the renewal of our WPDES
(Wisconsin Pollutant Discharge Elimination System) General Permit under the authority of
Chapter 283, Wisconsin Statutes and the requirements of ch. NR 208 Wisconsin Administrative
Code. The report must be accepted by resolution by the governing body (Village Board) before
submission to the Department of Natural Resources.
ATTACHMENT: ORDINANCE RESOLUTION X OTHER___X___
RECOMMENDATION:
It is my recommendation to send forward to the Village Board the 2025 CMAR and adopt its
results by resolution of the full Village Board.
COMMITTEE ACTION:
Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and
by voting NAY would deny the request if a majority vote.
Page 60 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Financial Management
1. Provider of Financial Information
Name:
Tim Zimmerman
Telephone:
2622537765 (XXX) XXX-XXXX
E-Mail Address
(optional):
tzimmerman@germantownwi.gov
2. Treatment Works Operating Revenues
2.1 Are User Charges or other revenues sufficient to cover O&M expenses for your wastewater
treatment plant AND/OR collection system ?
Yes (0 points)
No (40 points)
If No, please explain:
2.2 When was the User Charge System or other revenue source(s) last reviewed and/or revised?
Year:
2025
0-2 years ago (0 points)
3 or more years ago (20 points)
N/A (private facility)
2.3 Did you have a special account (e.g., CWFP required segregated Replacement Fund, etc.) or
financial resources available for repairing or replacing equipment for your wastewater treatment
plant and/or collection system?
Yes (0 points)
No (40 points)
0
REPLACEMENT FUNDS [PUBLIC MUNICIPAL FACILITIES SHALL COMPLETE QUESTION 3]
3. Equipment Replacement Funds
3.1 When was the Equipment Replacement Fund last reviewed and/or revised?
Year:
2025
1-2 years ago (0 points)
3 or more years ago (20 points)
N/A
If N/A, please explain:
3.2 Equipment Replacement Fund Activity
3.2.1 Ending Balance Reported on Last Year's CMAR $ 595,168.44
3.2.2 Adjustments - if necessary (e.g. earned interest,
audit correction, withdrawal of excess funds, increase
making up previous shortfall, etc.)
+ $ 63,614.34
3.2.3 Adjusted January 1st Beginning Balance $ 658,782.78
3.2.4 Additions to Fund (e.g. portion of User Fee,
earned interest, etc.) + $ 0.00
Page 61 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
3.2.5 Subtractions from Fund (e.g., equipment
replacement, major repairs - use description box
3.2.6.1 below*) - $ 0.00
3.2.6 Ending Balance as of December 31st for CMAR
Reporting Year $ 658,782.78
All Sources: This ending balance should include all
Equipment Replacement Funds whether held in a
bank account(s), certificate(s) of deposit, etc.
3.2.6.1 Indicate adjustments, equipment purchases, and/or major repairs from 3.2.5 above.
None
3.3 What amount should be in your Replacement Fund? $ 125,000.00
Please note: If you had a CWFP loan, this amount was originally based on the Financial
Assistance Agreement (FAA) and should be regularly updated as needed. Further calculation
instructions and an example can be found by clicking the SectionInstructions link under Info
header in the left-side menu.
3.3.1 Is the December 31 Ending Balance in your Replacement Fund above, (#3.2.6) equal to, or
greater than the amount that should be in it (#3.3)?
Yes
No
If No, please explain.
0
4. Future Planning
4.1 During the next ten years, will you be involved in formal planning for upgrading, rehabilitating,
or new construction of your treatment facility or collection system?
Yes - If Yes, please provide major project information, if not already listed below.
No
Project
#
Project Description Estimated
Cost
Approximate
Construction
Year
1 Sewer extension Village of Richfield $9,000,000 2029
2 Parallel force main Old Farm, Pump and electrical upgrades old farm. Parallel Force
main pump and generator upgrade main St
$14,000,000 2027
3 Sewer relay Kuhn's pleasant View subdivision to include PP I/I contribution $2,300,000 2028
5. Financial Management General Comments
ENERGY EFFICIENCY AND USE
6. Collection System
6.1 Energy Usage
6.1.1 Enter the monthly energy usage from the different energy sources:
COLLECTION SYSTEM PUMPAGE: Total Power Consumed
Number of Municipally Owned Pump/Lift Stations: 7
Page 62 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Electricity Consumed
(kWh)
Natural Gas Consumed
(therms)
January 55,612
February 56,367
March 59,290
April 63,891
May 59,520
June 65,227
July 52,776
August 55,835
September 72,986
October 46,994
November 44,574
December 58,280
Total 691,352 0
Average 57,613 0
6.1.2 Comments:
6.2 Energy Related Processes and Equipment
6.2.1 Indicate equipment and practices utilized at your pump/lift stations (Check all that apply):
Comminution or Screening
Extended Shaft Pumps
Flow Metering and Recording
Pneumatic Pumping
SCADA System
Self-Priming Pumps
Submersible Pumps
Variable Speed Drives
Other:
6.2.2 Comments:
6.3 Has an Energy Study been performed for your pump/lift stations?
No
Yes
Year:
By Whom:
Describe and Comment:
Page 63 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
6.4 Future Energy Related Equipment
6.4.1 What energy efficient equipment or practices do you have planned for the future for your
pump/lift stations?
LED lighting change over is on-going. Equipment efficiency is being evaluated as part of major
upgrades.
Total Points Generated 0
Score (100 - Total Points Generated) 100
Section Grade A
Page 64 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Sanitary Sewer Collection Systems
1. Capacity, Management, Operation, and Maintenance (CMOM) Program
1.1 Do you have a CMOM program that is being implemented?
Yes
No
If No, explain:
1.2 Do you have a CMOM program that contains all the applicable components and items
according to Wisc. Adm Code NR 210.23 (4)?
Yes
No (30 points)
N/A
If No or N/A, explain:
1.3 Does your CMOM program contain the following components and items? (check the
components and items that apply)
Goals [NR 210.23 (4)(a)]
Describe the major goals you had for your collection system last year:
• Comply with the conditions of the WPDES permit
• Minimize the occurrence of preventable overflows
• Minimize the life cycle ownership costs of the collection system assets
• Improve or maintain the level of customer service
• Improve or maintain system reliability
• Reduce the potential threat to human health from sewer overflows
• Provide adequate capacity to convey peak flow
• Manage infiltration and inflow
Did you accomplish them?
Yes
No
If No, explain:
August Flood created the need for an overflow we did not have adequate capacity to convey
the peak floe during this event
Organization [NR 210.23 (4) (b)]
Does this chapter of your CMOM include:
Organizational structure and positions (eg. organizational chart and position descriptions)
Internal and external lines of communication responsibilities
Person(s) responsible for reporting overflow events to the department and the public
Legal Authority [NR 210.23 (4) (c)]
What is the legally binding document that regulates the use of your sewer system?
Chapter13 Municipal Code
If you have a Sewer Use Ordinance or other similar document, when was it last reviewed and
revised? (MM/DD/YYYY) 2022-01-03
Does your sewer use ordinance or other legally binding document address the following:
Private property inflow and infiltration
New sewer and building sewer design, construction, installation, testing and inspection
Rehabilitated sewer and lift station installation, testing and inspection
Sewage flows satellite system and large private users are monitored and controlled, as
necessary
Fat, oil and grease control
Page 65 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Enforcement procedures for sewer use non-compliance
Operation and Maintenance [NR 210.23 (4) (d)]
Does your operation and maintenance program and equipment include the following:
Equipment and replacement part inventories
Up-to-date sewer system map
A management system (computer database and/or file system) for collection system
information for O&M activities, investigation and rehabilitation
A description of routine operation and maintenance activities (see question 2 below)
Capacity assessment program
Basement back assessment and correction
Regular O&M training
Design and Performance Provisions [NR 210.23 (4) (e)]
What standards and procedures are established for the design, construction, and inspection of
the sewer collection system, including building sewers and interceptor sewers on private
property?
State Plumbing Code, DNR NR 110 Standards and/or local Municipal Code Requirements
Construction, Inspection, and Testing
Others:
https://www.germantownwi.gov/DocumentCenter/View/74/Village-of-Germantown---Development-Handbook
https://www.germantownwi.gov/179/Standard-Specifications-Details
Overflow Emergency Response Plan [NR 210.23 (4) (f)]
Does your emergency response capability include:
Responsible personnel communication procedures
Response order, timing and clean-up
Public notification protocols
Training
Emergency operation protocols and implementation procedures
Annual Self-Auditing of your CMOM Program [NR 210.23 (5)]
Special Studies Last Year (check only those that apply):
Infiltration/Inflow (I/I) Analysis
Sewer System Evaluation Survey (SSES)
Sewer Evaluation and Capacity Managment Plan (SECAP)
Lift Station Evaluation Report
Others:
Multiple facilities plans for lift stations and entire system upgrades for future planning
0
2. Operation and Maintenance
2.1 Did your sanitary sewer collection system maintenance program include the following
maintenance activities? Complete all that apply and indicate the amount maintained.
Cleaning 21.07 % of system/year
Root removal 0 % of system/year
Flow monitoring 100 % of system/year
Smoke testing 0 % of system/year
Sewer line
televising .009 % of system/year
Manhole
inspections 18.43 % of system/year
Lift station O&M 210 # per L.S./year
Page 66 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Manhole
rehabilitation .006 % of manholes rehabbed
Mainline
rehabilitation 0 % of sewer lines rehabbed
Private sewer
inspections 0 % of system/year
Private sewer I/I
removal 0 % of private services
River or water
crossings 100 % of pipe crossings evaluated or maintained
Please include additional comments about your sanitary sewer collection system below:
long term vacancy due to injury, difficult recruitments for qualified candidates,
Training of young operators contributed to the decline of O&M activities in 2025
3. Performance Indicators
3.1 Provide the following collection system and flow information for the past year.
44.52 Total actual amount of precipitation last year in inches
34.89 Annual average precipitation (for your location)
113.62 Miles of sanitary sewer
7 Number of lift stations
0 Number of lift station failures
0 Number of sewer pipe failures
55 Number of basement backup occurrences
55 Number of complaints
3.027 Average daily flow in MGD (if available)
3.356 Peak monthly flow in MGD (if available)
Peak hourly flow in MGD (if available)
3.2 Performance ratios for the past year:
0.00 Lift station failures (failures/year)
0.00 Sewer pipe failures (pipe failures/sewer mile/yr)
0.02 Sanitary sewer overflows (number/sewer mile/yr)
0.48 Basement backups (number/sewer mile)
0.48 Complaints (number/sewer mile)
1.1 Peaking factor ratio (Peak Monthly:Annual Daily Avg)
0.0 Peaking factor ratio (Peak Hourly:Annual Daily Avg)
4. Overflows
LIST OF SANITARY SEWER (SSO) AND TREATMENT FACILITY (TFO) OVERFLOWS REPORTED **
Date Location Cause Estimated
Volume
0 8/10/2025 5:00:00 AM -
8/10/2025 5:05:00 PM
N116W17230 Main St. Rain, Flooding 1,728,000
1 8/10/2025 8:51:00 AM -
8/10/2025 8:46:00 PM
W172N10591 Division Rd. Rain, Flooding 1,248,000
** If there were any SSOs or TFOs that are not listed above, please contact the DNR and stop work on this section until
corrected.
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Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
What actions were taken, or are underway, to reduce or eliminate SSO or TFO
occurences in the future?
Major capital improvement to upgrade our two largest lift stations as their equipment is
nearing end of life. Continuing inspectios and in house grouting
5. Infiltration / Inflow (I/I)
5.1 Was infiltration/inflow (I/I) significant in your community last year?
Yes
No
If Yes, please describe:
august flood
5.2 Has infiltration/inflow and resultant high flows affected performance or created problems in
your collection system, lift stations, or treatment plant at any time in the past year?
Yes
No
If Yes, please describe:
august flood overwhelmed the system
5.3 Explain any infiltration/inflow (I/I) changes this year from previous years:
Record rainfall in August otherwise pretty normal year
5.4 What is being done to address infiltration/inflow in your collection system?
Continuous inspection, increased effort on CCTV
Total Points Generated 0
Score (100 - Total Points Generated) 100
Section Grade A
Page 68 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Grading Summary
WPDES No: 0047341
SECTIONS LETTER GRADE GRADE POINTS WEIGHTING
FACTORS
SECTION
POINTS
Financial A 4 1 4
Collection A 4 3 12
TOTALS 4 16
GRADE POINT AVERAGE (GPA) = 4.00
Notes:
A = Voluntary Range (Response Optional)
B = Voluntary Range (Response Optional)
C = Recommendation Range (Response Required)
D = Action Range (Response Required)
F = Action Range (Response Required)
Page 69 of 205
Compliance Maintenance Annual Report
Germantown Sewage Collection System Last Updated: Reporting For:
6/22/2026 2025
Resolution or Owner's Statement
Name of Governing
Body or Owner:
Germantown Village Board
Date of Resolution or
Action Taken:
2026-07-20
Resolution Number:
Date of Submittal:
ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO SPECIFIC CMAR
SECTIONS (Optional for grade A or B. Required for grade C, D, or F):
Financial Management: Grade = A
Collection Systems: Grade = A
(Regardless of grade, response required for Collection Systems if SSOs were reported)
SSO's were caused by flooding of biblical proportion overwhelming the collection system. MMSD
evaluated storm at a 1000-year re-occurrence interval
ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO THE OVERALL
GRADE POINT AVERAGE AND ANY GENERAL COMMENTS
(Optional for G.P.A. greater than or equal to 3.00, required for G.P.A. less than 3.00)
G.P.A. = 4.00
Page 70 of 205
Germantown Sewage Collection System
Linear equation uses 2015 - 2025 CMAR data
for Trend Line: PSF: y = 0x + 0
Page 71 of 205
Germantown Sewage Collection System
Linear equation uses 2015 - 2025 CMAR data
for Trend Line: SPF: y = 0x + 0
Page 72 of 205
Germantown Sewage Collection System
Linear equation uses 2015 - 2025 CMAR data
for Trend Line: SSO: y = 0x + 0
Page 73 of 205
Germantown Sewage Collection System
Linear equation uses 2015 - 2025 CMAR data
for Trend Line: BB: y = -0.000008 x + 0.41
Page 74 of 205
Germantown Sewage Collection System
Linear equation uses 2015 - 2025 CMAR data
for Trend Line: Complaints: y = 0.000002 x -0.09
Page 75 of 205
Germantown Sewage Collection System
Linear equations use 2015 - 2025 CMAR data
for Trend Lines: PFR - Peak Hourly: y = 0x + 0 PFR - Peak Monthly: y = -0.000013 x + 1.90
Page 76 of 205
STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY
RESOLUTION NO. 15-2026
A RESOLUTION ADOPTING THE 2025 WISCONSIN POLLUTION DISCHARGE
ELIMINATION SYSTEM COMPLIANCE MAINTANCE ANNUAL REPORT
WHEREAS, by the action taken in Resolution No. 15-2026, the Village is a participant in
the Wisconsin Pollutant Discharge Elimination System (“WPDES”) program; and
WHEREAS, participants in the WPDES program are required to renew their General
Permits issued under that program; and
WHEREAS, the permit renewal requires the Village to complete and submit a Compliance
Maintenance Annual Report (“CMAR”); and
WHEREAS, the Village’s Public Works Committee reviewed the attached CMAR report
and forwarded the same to the Village Board with a recommendation for adoption; and
WHEREAS, the Village Board having reviewed the same concurs with the
recommendation of the Public Works Committee.
NOW, THEREFORE, BE IT RESOLVED that the Village Board of the Village of
Germantown, Wisconsin, do hereby adopt the attached Compliance Maintenance Annual Report;
and
BE IT FURTHER RESOLVED that the Village Wastewater Superintendent is hereby
directed and authorized to include the attached CMAR in the Village’s application for the renewal
of its WPDES General Permit.
Adopted: 07/20/2026
______________________________________
Robert A Soderberg, Village President
ATTEST:
____________________________________
Donna Ott, Village Clerk
Page 77 of 205
BUSINESS OF THE PUBLIC WORKS COMMITTEE & VILLAGE BOARD
GERMANTOWN, WI
MEETING DATE: Wednesday, July 8 th, 2026.
AGENDA ITEM: New Business
ITEM TITLE: 2026 Gettysburg Drive School Zone Speed Limit
SUBMITTED BY: Scott Anderson: Highway, Parks, Building & Grounds Superintendent
SUMMARY EXPLANATION:
Nearly a decade ago, safety improvements were made along Roberts Drive, adjacent to Mac
Arthur Elementary School. These improvements included speed limit reduction signage and
painted roadway markings, which highlighted the school zone.
Staff recently received a residential request for similar safety improvements along Gettysburg
Drive, which is adjacent to the school’s south property line. The proposed improvements include:
roadway painting enhancements to the crosswalk, “school crossing” verbiage at westbound
Gettysburg, and speed reduction signage, highlighting 15-MPH when children are present.
Police and Public Works staff have reviewed the request. Both departments agree that the request
would benefit children traveling to and from school in the vicinity.
This project is not specifically funded in the 2026 annual budget. The material cost to complete
this work is estimated to be in the neighborhood of $650.00. These funds can be allocated from the
Highway Department general fund operating budget, with minimal impact.
_________________________________________________________________________
ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____
RECOMMENDATION:
Staff recommends the completing the outlined safety improvements along Gettysburg Drive,
including the 15-MPH speed limit reduction in the area and to forward this request onto the
Village Board with a positive recommendation. If approved, funds shall be allocated from the
highway department operating account: 10562000-531370.
COMMITTEE ACTION:
Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and
by voting NAY would deny the request if a majority vote.
Page 78 of 205
Page 79 of 205
BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE
GERMANTOWN, WI
MEETING DATE: July 8, 2026
PLACEMENT: Action Item
ITEM TITLE: Consideration of a change order to Vinton Construction Co. High Point
Pass Project Number 2504
SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works
SUMMARY EXPLANATION:
High Point Pass had the wrong street light poles in the bid document. Unfortunately, it was not
discovered during final review. The street light poles meet Village spec for streetlights but not
for hanging signals on them. The original 10’ poles were received by the Village for inventory
since they were non-returnable to the supplier. Vinton Construction sourced the correct 15’ poles
which would accommodate the signals and lighting at the intersection this resulted in additional
cost of $34,909.96 in cost.
ATTACHMENT: ORDINANCE RESOLUTION OTHER___X___
CO Request and supporting documentation
RECOMMENDATION:
Staff requests the Public Works and Highways Committee recommend to the Village Board,
payment of change order #11 in the amount not to exceed $34,900.69 to Vinton Construction for
the sourcing and installation of 4 light poles to meet the MUTCD standard heights for
combination light poles. To be paid as part of Pay application #5. Village contract number
253169 Budget line Item 45-408440-542800 TID 8 Contracted Services.
COMMITTEE ACTION:
Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and
by voting NAY would deny the request if a majority vote.
Page 80 of 205
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HIGH POINT PASSVILLAGE OF GERMANTOWNTRAFFIC SIGNAL PLANHOLY HILL RD & HIGH POINT PASS
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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
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SIGNAL HEAD, TRAFFIC SIGNAL STANDARD,PEDESTAL BASE
• GRAYSHADE REPRESENTS EXISTING
CONTROL CABINET24" X 42" PULL BOXESNONMETALLIC CONDUIT, 2" UNLESS OTHERWISE NOTEDVEHICLE DETECTION ZONEVIDEO DETECTION CAMERA
EVP DESIGNATOREVP DETECTOR HEAD
EVP CONSTRUCTION NOTES1.INSTALL THE TRAFFIC SIGNAL EMERGENCY VEHICLE PRE-EMPTION DETECTOR CABLE TO RUNCONTINUOUSLY (WITHOUT SPLICES) FROM THE CABINET TO THE DETECTOR HEADS. MOUNTTHE EVP DETECTOR HEADS AND WIRE THEM PER MANUFACTURER INSTRUCTIONS.2.THE VILLAGE WILL DETERMINE THE EXACT LOCATION OF EVP DETECTORS TO ENSURE THATTHE INSTALLATION DOES NOT CREATE A SIGHT OBSTRUCTION.3.ALL EVP DETECTOR CABLE SHALL BE ROUTED THROUGH PROPOSED SIGNAL BASE, PULL BOXES,AND CONDUIT AS INDICATED. PROVIDE ENOUGH CABLE TO ALLOW 10 FEET OF SLACK IN THECABINET, IN EACH PULL BOX, AND IN THE SIGNAL POLE HANDHOLE.4.FOR A CABINET THAT IS NOT OPERATING THE SIGNAL, CABINET WIRING WILL BE DONE BY THECONTRACTOR. THE CONTRACTOR SHALL INSTALL AND TERMINATE THE EVP CABLE ASDESCRIBED AND SHALL LABEL EACH CABLE AS NOTED ON THE PLAN SHEETS (I.E. EVP A-B-C-D).D D
C C
A
A
B B
H2L< HILL R2A'
H2L< HILL R2A'
Page 82 of 205
1
Starr, Jennifer
From:
Starr, Jennifer
Sent:
Tuesday, September 16, 2025 6:54 AM
To:
Grant Manion; Bruce Marr
Cc:
Kevin Driscoll; Scott Anderson; Cimaglia, Liam; Greg Melcher
Subject:
Pricing for electrical items- Highpoint
Attachments:
high point standard change.pdf; 2024 Development Handbook FOR PUBLICATION
10-14-2024_202410151505080125.pdf
Grant and Bruce,
Please proceed with the attached 15’ standard poles. The DPW will take possession of the 10’ poles and
can be coordinated with Scott.
In addition and per our on site meeting yesterday the 2 median street lights will be replaced with LSI
lights, double arms and new luminaires. Below is a snip from the Village Handbook with LSI lighting
information (also attached pg 92) and yes they would
like the bronze (not black). The Village uses
Graybar as a supplier and will have the appropriate information on file and also shop drawings. I believe
you had a contact previously with the Autobahn luminaires.
Please provide the same as your attached with base price of light poles/arms/luminaires per plan and
the LSI lighting. Also if you obtain shop drawings/submittals from Graybar please email to the group.
Let me know if you have any questions.
Thanks,
Page 83 of 205
2
Jennifer Starr, CISEC
Assistant Director of Construction Services
16745 West Bluemound Road, Brookfield, WI 53005-5938
direct: 262-901-2209
From: Grant Manion <gmanion@vintonwis.com>
Sent: Wednesday, September 10, 2025 1:35 PM
To: Starr, Jennifer <Jennifer.Starr@raSmith.com>
Subject: Pricing for electrical items- Highpoint
Page 84 of 205
3
Hi Jenny,
Please see Bru
ces response and
pricing on the ne
w poles by the in
tersection. Also
we will be adding
a
standard 12% markup which would put us at $9,134.72 for this. As soon as you get plans for the LSI
lighting we can get back to you with that pricing.
Thanks,
Grant
From: Bruce Marr <bruce.marr@highwaylight.net>
Sent: Tuesday, September 9, 2025 12:39 PM
To: Grant Manion <gmanion@vintonwis.com>
Subject: Standard change order
Grant
I have attached
the prices, I hav
e charged just fo
r the material on
the 10 footers s
ince they are spe
cial order they
are non returnab
le, the city can
store them if the
y want, they do u
s no good since t
hey are black and
it does not pay
to stock too muc
h material, because once it gets to 2 years old we cannot use it anymore. Stupid rule the state
has.
I charged the sa
me amount for ins
tallation, the in
crease for the pe
d bases is becaus
e they were 217 w
hen we bid
the project, now they are 300. Ped bases and T-base
prices are only
good for ten minu
tes I think with
how fast they
are going up, the factory quotes a two year lead time if you place an order so they can pretty much ask whatever
they want.4 years ago a t
-base was 155 now they are quoting 600, in January it was 500.
Also these have an 8-9 week lead ti
me form the time
of acceptance, pl
ease let me know
as soon as you ca
n.
If you have ques
tions please feel
free to call.
The reason we have to order new peds is because once they are attached to the standard they are not removable,
and they were a
ttached when they
sent them to the
painter a few we
eks ago.
Bruce Marr
Operations Manager
Phone: 920-261-9989
Mobile: 920-248-6579
Page 85 of 205
4
Fax : 920-261-9904
Bruce
.Marr@highwayligh
t.net
1532 Utah Street
Watertown Wi 53094
Page 86 of 205
1
Starr, Jennifer
From:
Kevin Driscoll <kdriscoll@Germantownwi.gov>
Sent:
Wednesday, November 19, 2025 3:09 PM
To:
Bruce Marr; Grant Manion
Cc:
Starr, Jennifer; Scott Anderson
Subject:
Re: LSI Lighting Update HPP
Grant,
Bruce confirme
d the variance is
consistent with
Scott's comment,
so please proceed
with the order,
so
this work can get installed.
Kevin R. Driscoll, P.E.
Village Engineer
(262) 250-4724 - office
(414) 745-9999 - mobile
N112 W17001 Mequon Road
Germantown, WI 53022-0337
From: Bruce Marr <bruce.marr@highwaylight.net>
Sent: Tuesday, November 18, 2025 9:28 AM
To: Grant Manion <gmanion@vintonwis.com>
Cc: Kevin Driscoll <kdriscoll@Germantownwi.gov>; Starr, Jennifer <jennifer.starr@rasmith.com>
Subject: Re: LSI Lighting Update HPP
CAUTION: This email originated from outside the organization.
Do not click links or open attachments unless you recognize the sender and know the content is safe.
Grant
That is exactly
what it means, th
e S is for single
, the ones in the
median have two
arms.
Bruce Marr
Operations Manager
Phone: 920-261-9989
Mobile: 920-248-6579
Fax : 920-261-9904
Bruce.
Marr@highwaylight
.net
1532 Utah Street
Watertown Wi 53094
Page 87 of 205
2
From: Grant Manion <gmanion@vintonwis.com>
Date: Monday, November 17, 2025 at 1:49 PM
To: Bruce Marr <bruce.marr@highwaylight.net>
Cc: Kevin Driscoll <kdriscoll@germantownwi.gov>, "Starr, Jennifer" <jennifer.starr@rasmith.com>
Subject: Fw: LSI Lighting Update HPP
Good Afternoon, Bruce,
The Village has looked over the submittals and has one comment below about the LSI lighting regarding
the pole numbers.
Thanks, Grant
From: Kevin Driscoll <kdriscoll@Germantownwi.gov>
Sent: Monday, November 17, 2025 9:58 AM
To: Grant Manion <gmanion@vintonwis.com>
Cc: Starr, Jennifer <jennifer.starr@rasmith.com>
Subject: Fw: LSI Lighting Update HPP
See comment from the Highway Superintendent:
Submittal Part Number does not match the
Village-of-Germantown---Development-Handbook
5.4.2.2.4 Steel Round Light Pole by LSI; # 5RP-B5-S07G-28-S-BRZ-DGPG
Highway Superint
endent checked th
e part numbers an
d all are a direc
t match, with the
exception of the
pole
number. The pole number has differences as outlined below in red.
Clarify the basi
s for the differe
nce, perhaps that
this is due to a
median applicati
on...?
Submittal number: 5RP-B5-SO7G-28-DXX-BRZ-
DGP
Our current number: 5RP-B3-SO7G-28-S-BRZ-
DGP
Kevin R. Driscoll, P.E.
Village Engineer
(262) 250-4724 - office
(414) 745-9999 - mobile
N112 W17001 Mequon Road
Germantown, WI 53022-0337
Page 88 of 205
3
Page 89 of 205
Page 90 of 205
Page 91 of 205
Page 92 of 205
Page 93 of 205
Page 94 of 205
Maria Ramirez - Graybar - MIWI
maria.ramireznolasco@graybar.com
650 S 108th St
Milwaukee, WI 53214, USA
Prepared By
USA
Village of Germantown - Highpoint
BOM 1 - Village of Germantown - Highpoint LSI
Page 95 of 205
BOM 1 - Village of Germantown - Highpoint LSI
Village of Germantown - Highpoint
Table of Contents
Datasheets
New Section
Type
Manufacturer
Model Number
Pg.
LSI
5RP B3 S07G28 DXX BRZ DGP
2
INCLUDED
IN KIT
LSI
ABKIT 5RP S07G STL GAL 1X30 11BC
8
INCLUDED
IN KIT
LSI
KIT BCVR 5SRBC BRZ
INCLUDED
IN KIT
LSI
BKS PQMH NEW B3 B5 MTG RND POLE BRZ
14
INCLUDED
IN KIT
LSI
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
15
DXX = VERIFY FIXTURE DRILLING ORIENTATION PRIOR TO
ORDERING. "D90" = 2@90 DEG, "D180" = 2@180 DEG.
Page 96 of 205
BOM 1 - Village of Germantown - Highpoint LSI
Village of Germantown - Highpoint
Notes Summary
Page 97 of 205
BOM 1 - Village of Germantown - Highpoint LSI
Village of Germantown - Highpoint
Datasheets
New Section
1
Page 98 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Type : Project : Catalog # :
Date : Prepared By :
Page 1/6 Rev. 02/27/25
Steel Round Straight Poles (RP/RPU)
New Build and Retrofit
Pole Shaft
• Steel round poles are 4” or 5” in diameter.
• Pole shaft is electro-welded ASTM-A500
Grade C Steel Tubing with a minimum yield
strength of 46,000 psi.
• On Tenon Mount steel poles, tenon is high-
strength pipe. Tenon N option is 2-3/8”
O.D. x 4-3/4” tall. Tenon 4N option is 4”
O.D. x 4-7/8” tall.
Hand-Hole
• Standard hand-hole location is 12” above
pole base.
• Poles 18’ and above have a 3x6 reinforced
hand hole.
Base
• Pole base is ASTM-A36 hot-rolled steel
plate with a minimum yield strength of
36,000 psi.
• Two-piece square base cover is optional.
Decorative base cover is also available.
Anchor Bolts
• Anchor bolts are not provided as standard
on pole orders. Anchor bolts must be
ordered as an accessory, anchor bolts
feature zinc-plated double nuts and
washers. Galvanized anchor bolts are
optional.
• Anchor Bolts conform to ASTM F 1554-07a
Grade 55 with a minimum yield strength of
55,000 PSI.
Ground Lug
• Ground lug is standard.
Duplex Receptacle
• Weatherproof duplex receptacle is
optional.
Ground Fault Circuit Interrupter
• Self-testing Ground fault circuit interrupter
is optional.
Finishes
• Every pole is provided with the DuraGrip
Protection System and a 5-year limited
warranty. NOTE: Warranty only applies to
the finish.
• When the top-of-the line DuraGrip Plus
Protection System is selected, in addition
to the DuraGrip Protection System, a
non-porous, automotive-grade corrosion
coating is applied to the lower portion
of the pole interior sealing and further
protecting it from corrosion. This option
extends the limited warranty to 7 years.
NOTE: Warranty only applies to the finish.
Determining The Luminaire/Pole
Combination For Your Application
• Select luminaire from luminaire ordering
information.
• Select bracket configuration if required
• Determine EPA value from luminaire/
bracket EPA chart
• Select Pole Height
• Select MPH to match wind speed in the
application area (See windspeed maps).
• Confirm pole EPA equal to or exceeding
value of luminaire/bracket EPA
• Consult factory for special wind load
requirements and banner brackets.
Pole Vibration Damper
• A pole vibration damper is recommended
in open terrain areas of the country where
low steady state winds are common.
• Non-tapered poles and lightly loaded
poles are more susceptible to destructive
vibration if a damper is not installed.
Warranty
• LSI poles come standard with a 1 year
materials and workmanship warranty.
Refer to
https:/ /www.lsicorp.com/
resources/terms-conditions-warranty/ for
more information.
Listings
• UL Listed
• BAA/TAA Compliant
• BABAA Compliant *If Specified
OVERVIEW
Height (ft) 8 - 30
Thickness (Ga) 7, 10, 11
Diameter (in) 4 or 5
QUICK LINKS
FEATURES & SPECIFICATIONS
SPEC.1068.C.0324
Ordering Guide Performance Photometrics Dimensions
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
5RP B3 S07G28 DXX BRZ DGP
Datasheets
Type :
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
2
Page 99 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit Type :
Page 2/6 Rev. 02/27/25
SPEC.1068.C.0324
ORDERING GUIDE
TYPICAL ORDER EXAMPLE: 4RP B3 S07G 24 S PLP DGP
Prefix Mounting Method Material Height 5 Mounting Configuration Finish Options
4RP1 - 4” Diameter Round Straight Pole
(New Build)
5RP - 5” Diameter Round Straight Pole
(New Build)
5RPU - 5” Diameter Round Straight Pole
(Retrofit)
Bolt-On Mount2 - See Pole Selection Guide
for Patterns and Fixture Matches
B5 - 5” Traditional Drilling Pattern
B3 - 3” Reduced Drilling Pattern
B2 - 2” Reduced Drilling Pattern
T - Tenon Mount - See Pole Selection Guide
for Tenon and Fixture/Bracket Matches
I2 - No Mounting Holes - Use with:
BKA-IFM43 - Flush Mount Adapter2 Greenlee
Lifestyle CH Mounting Style Enterprise,
Lexington, Constitution PT Single Mounting4
S07G - 07 Ga. Steel
(5RP/5RPU Only)
S10G - 10 Ga. Steel
(4RP/4RPU Only)
S11G - 11 Ga. Steel
(5RP/5RPU Only)
8’
10’
12’
14’
15’
16’
17’
17’ 6”
18’
20’
22’
22’ 6”
24’
25’
26’
27’
28’
30’
S - Single/Parallel
D180 - Double
D90 - Double
DN90 - Double
T90 - Triple
TN120 - Triple
Q90 - Quad
QN90 - Quad
N6 - Tenon Mount (Standard
Tenon size is 2-3/8” O.D.)
4N7 - Tenon Mount (5RPT only.
For 4” poles only, use 4RPI)
4N-6 - Tenon Mount (5RPT
only. For 4” poles use 4RPI)
Blank - Use with I for
Mounting Method
BRZ - Bronze
BLK - Black
PLP - Platinum Plus
WHT - White
SVG - Satin Verde Green
GPT - Graphite
MSV - Metallic Silver
BZA - Alternate Bronze
GMG - Gun Metal Gray
GA - Galvanized Anchor Bolts
SF7 - Single Flood
DF7 - Double Flood
DGP - DuraGrip® Plus
LAB - Less Anchor Bolts
CRXX8 - Conduit Raceway
USA - BABAA Compliant9
Need more information?
Click here for our glossary
Have additional questions?
Call us at (800) 436-7800
ACCESSORY ORDERING INFORMATION
Part Number Description
158450CLR 4” SRBC Square Base Cover
158451CLR 5” SRBC Square Base Cover
450563CLR 5” SRBCU 5 Inch Universal Baseplate Square Cover
483859CLR 4” /5” GBC Decorative Base Cover
122557CLR ER2 - Weatherproof Duplex Receptacle (Poles below 18’)
122566CLR ER2 - Weatherproof Duplex Receptacle for Reinforced Hand-hole (Poles 18’ and above)
122558CLR GFI - Ground Fault Circuit Interrupter (Poles below 18’)
122567CLR GFI - Ground Fault Circuit Interrupter for Reinforced Hand-hole (Poles 18’ and above)
132336 MH5 - Mounting Hole Plugs for use with 5” traditional drill pattern (3 set of 3 plugs)
681126 MH3 - Mounting Hole Plugs for use with 3” reduced drill pattern (3 sets of 3 plugs)
725841 MH2 - Mounting Hole Plugs for use with 2” reduced drill pattern (3 sets of 3 plugs)
Consult Factory for EPA Calculations BB - Banner Brackets
ANCHOR BOLT KIT ORDERING INFORMATION
Part Number Description
AB KIT 122582 4RP S10G Anchor Bolts (Steel Plated)
AB KIT 122607 4RP S10G Anchor Bolts (Galvanized)
AB KIT 135460 5RP S11G Anchor Bolts (Steel Plated)
AB KIT 135461 5RP S11G Anchor Bolts (Galvanized)
AB KIT 122583 5RP S07G Anchor Bolts (Steel Plated)
AB KIT 122608 5RP S07G Anchor Bolts (Galvanized)
1 Use with BKA-IFM4.
2 See Area Light Brackets - 3” Reduced Drill Pattern and Area Light Brackets - 5” Traditional Drill Pattern Spec Sheets.
3 Only use with 4 inch pole.
4 For Enterprise, Lexington, and Constitution PT mounting configuration styles, see Tenon Mount (4N) and Lifestyle Slipfit Pole Series.
5 Pole heights will have a +/- 1/2” tolerance. Max height for 4RP S10G is 24’. Max height of the 5RP S11G is 26’.
6 See Flood Lighting Brackets section for choice of FBO Brackets.
7 For Enterprise and Lexington D180 or other mounting configuration styles using BK MPT BO accessories order with B3 or B5 drill
pattern.
8 Standard Flat black pole cap provided. Domed Greenlee pole cap will ship with SA4 and SA5 Enterprise and Lexington fixtures, SA
Lifestyle Fixtures, BK MPT BO, and UCL Brackets.
9 USA option only available on 4RP poles up to 24'
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
5RP B3 S07G28 DXX BRZ DGP
Datasheets
Type :
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
3
Page 100 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 3/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
DRILLING LOCATIONS
Sides A B C D
Hand-hole X
Single X
D180 X X
D90 X X
DN901
T90 X X X
TN1202
Q90 X X X X
QN903
Single FBO4 X
Double FBO4 X X
Side-C
Side-A
(Hand-hole Side)
Side-B Side-D
1 Two locations will be 45° to the left and right of Side A.
2 Other two locations will be 120° to the left and right of Side A.
3 Two locations will be 45° to the left and right of Side A and two locations will be 135° to the left and right of Side A.
4 Consult factory for custom variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, except on 20’ poles. Maximum height for SF and DF pole preparations on 20’ poles is 13’ from the base.
FIXTURE CONFIGURATIONS
Single D90 DN90 Parallel
T90 TN120 QN90 Q90
D180
Back to Quick Links
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
5RP B3 S07G28 DXX BRZ DGP
Datasheets
Type :
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
4
Page 101 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 4/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
BOLT CIRCLE
Bolt Circle
Anchor Bolt
Size
Anchor Bolt
Projection
Base Plate Opening
for Wireway Entry
Base Plate
Dimensions
Pole Gauge
3/4" x 24"
(19mm x 609mm)
3-1/4"
(83mm)
4-3/4"
(121mm)
10-1/8" sq. x 3/4" thk.
(257mm x 19mm)
11
1"x30"
(25mm x 762mm)
4"
(102mm)
4-5/8"
(117mm)
10-1/8" sq. x 1" thk.
(257mm x 25mm)
7
M
Slotted
11" (279mm)
L
5" (127mm) Round 5" (127mm) Round
Slotted
11" (279mm)
10-1/8" (257mm) sq. 10-1/8" (257mm) sq.
11" (279mm) Dia. Bolt Circle11" (279mm) Dia. Bolt Circle
Bolt Circle Designator
STANDARD BASEPLATE
UNIVERSAL BASEPLATE
Bolt Circle
Anchor Bolt
Size
Anchor Bolt
Projection
Base Plate Opening
for Wireway Entry
Base Plate
Dimensions
Pole Gauge
K
Slotted
7" - 11" (178mm-279mm)
3/4" x 24"
(19mm x 609mm)
3-1/4"
(83mm)
3-5/8"
(92mm)
10-1/8" sq. x 3/4" thk.
(257mm x 19mm)
10
3/4" x 24"
(19mm x 609mm)
3-1/4"
(83mm)
4-3/4"
(121mm)
11-1/4" sq. x 3/4" thk.
(286mm x 19mm)
11
1"x30"
(25mm x 762mm)
4"
(102mm)
4-5/8"
(117mm)
11-3/4" sq. x 1" thk.
(298mm x 25mm)
7
R
Slotted
8" - 13" (203mm-330mm)
P
4" (102mm) Round
5" (127mm) Round 5" (127mm) Round
Slotted
7-1/2" - 13" (191mm-330mm)
10-1/8" (257mm) sq.
11-1/4" (286mm) sq. 11-3/4" (298mm) sq.
13" (330mm) Dia. Bolt Circle 13" (330mm) Dia. Bolt Circle
11" (279mm) Dia. Bolt Circle
Bolt Circle Designator
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
5RP B3 S07G28 DXX BRZ DGP
Datasheets
Type :
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
5
Page 102 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 5/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
PRODUCT DIMENSIONS
Projection
8'-30'
(2.4m - 9.1m)
(4)
Anchor
Bolts
Foundation
By Other
Optional
Base Cover
RPT –
N = 2-3/8"(60mm) O.D. x 4-3/4"(121mm) Tenon
4N = 4"(102mm) O.D. x 4-7/8"(124mm) Tenon
4N6 = 4"(102mm) O.D. x 6-3/8"(162mm) Tenon
Hand-hole
12"
(305mm)
Standard SF –
Single Flood
Pole Preparation
Bolt-On Mount 2-Bolt Pattern
B2
2.50
1.00
1.00
0.40
0.75
0.40
TOP OF POLECL
B5
TOP OF POLECL
2.50 TYP
1.50
3.13
0.563
0.750
0.563
B3
TOP OF POLECL
3.50
2.41
MAX
1.79
MIN
1.05
2.10
0.63
0.56
SHIPPING WEIGHTS
4"(102mm) Dia. 10 Ga. is approximately 6.0 lbs./ft.
5"(127mm) Dia. 11 Ga. is approximately 7.0 lbs./ft.
5"(127mm) Dia. 07 Ga. is approximately 10.0 lbs./ft.
Anchor Bolts (3/4” x 24”)(19mm x 609mm) 13 lbs.(6kg)/set
Anchor Bolts (1” x 30”) (25mm x 762mm) 30 lbs.(14kg)/set
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
5RP B3 S07G28 DXX BRZ DGP
Datasheets
Type :
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
6
Page 103 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 6/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
WIND SPEED
EPA Information
All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located.
CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations.
NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico
coastal areas. For applications in Florida or Canada, consult factory.
POLE1 Mtg. Height Length (ft) Wall Thick (ga)
BOLT CIRCLE EPA
Designator Dia. (in) Anchor bolt Dia {in} 110 MPH 115 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH
4” x 10-ga x 14’ 14 10 L 11 0.75 6.0 5.2 4.7 3.9 3.2 2.7 2.3 2.0 1.7
4” x 10-ga x 16’ 16 10 L 11 0.75 4.3 3.7 3.2 2.6 2.1 1.8 1.4 1.2 1.0
4” x 10-ga x 18’ 18 10 L 11 0.75 7.7 6.8 6.0 5.0 4.2 3.5 3.0 2.5 2.2
4” x 10-ga x 20’ 20 10 L 11 0.75 6.0 5.2 4.6 3.7 3.1 2.5 2.1 1.8 1.5
4” x 10-ga x 22’ 22 10 L 11 0.75 4.6 3.9 3.3 2.6 2.1 1.7 1.4 1.1 0.9
4” x 10-ga x 24’ 24 10 L 11 0.75 3.4 2.7 2.2 1.7 1.3 1.0 0.7 0.5 n/a
5” x 11-ga x 16’ 16 11 L 11 0.75 8.7 7.9 7.2 6.0 5.0 4.3 3.7 3.2 2.8
5” x 11-ga x 18’ 18 11 L 11 0.75 12.2 11.1 10.1 8.5 7.2 6.1 5.3 4.6 4.0
5” x 11-ga x 20’ 20 11 L 11 0.75 10.0 9.1 8.2 6.8 5.7 4.9 4.2 3.6 3.1
5” x 11-ga x 22’ 22 11 L 11 0.75 8.1 7.3 6.6 5.5 4.5 3.8 3.2 2.8 2.4
5” x 11-ga x 24’ 24 11 L 11 0.75 6.5 5.9 5.3 4.3 3.5 2.9 2.4 2.0 1.7
5” x 11-ga x 26’ 26 11 L 11 0.75 5.2 4.6 4.1 3.2 2.6 2.1 1.7 1.4 1.1
5” x 7-ga x 18’ 18 7 M 11 1.00 19.7 17.9 16.4 13.8 11.7 10.1 8.8 7.7 6.8
5” x 7-ga x 20’ 20 7 M 11 1.00 16.5 15.0 13.7 11.5 9.8 8.4 7.3 6.3 5.6
5” x 7-ga x 22’ 22 7 M 11 1.00 14.0 12.7 11.5 9.6 8.1 7.0 6.0 5.2 4.6
5” x 7-ga x 24’ 24 7 M 11 1.00 11.8 10.6 9.6 8.0 6.8 5.7 4.9 4.2 3.7
5” x 7-ga x 26’ 26 7 M 11 1.00 9.9 8.9 8.0 6.7 5.6 4.7 4.0 3.4 2.9
5” x 7-ga x 28’ 28 7 M 11 1.00 8.3 7.4 6.7 5.4 4.5 3.7 3.1 2.7 2.3
5” x 7-ga x 30’ 30 7 M 11 1.00 6.8 6.1 5.4 4.4 3.6 2.9 2.4 2.0 1.7
Use ONLY with “Wind Speed Map for ASCE 7-10
All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located.
CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these
situations.
Note:
1- Poles shorter than these listed here in for each gauge have EPA rating equal to or greater than what is provided in this table. To Confirm EPA ratings on shorter poles, contact LSI Industries.
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
5RP B3 S07G28 DXX BRZ DGP
Datasheets
Type :
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
7
Page 104 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Type : Project : Catalog # :
Date : Prepared By :
Page 1/6 Rev. 02/27/25
Steel Round Straight Poles (RP/RPU)
New Build and Retrofit
Pole Shaft
• Steel round poles are 4” or 5” in diameter.
• Pole shaft is electro-welded ASTM-A500
Grade C Steel Tubing with a minimum yield
strength of 46,000 psi.
• On Tenon Mount steel poles, tenon is high-
strength pipe. Tenon N option is 2-3/8”
O.D. x 4-3/4” tall. Tenon 4N option is 4”
O.D. x 4-7/8” tall.
Hand-Hole
• Standard hand-hole location is 12” above
pole base.
• Poles 18’ and above have a 3x6 reinforced
hand hole.
Base
• Pole base is ASTM-A36 hot-rolled steel
plate with a minimum yield strength of
36,000 psi.
• Two-piece square base cover is optional.
Decorative base cover is also available.
Anchor Bolts
• Anchor bolts are not provided as standard
on pole orders. Anchor bolts must be
ordered as an accessory, anchor bolts
feature zinc-plated double nuts and
washers. Galvanized anchor bolts are
optional.
• Anchor Bolts conform to ASTM F 1554-07a
Grade 55 with a minimum yield strength of
55,000 PSI.
Ground Lug
• Ground lug is standard.
Duplex Receptacle
• Weatherproof duplex receptacle is
optional.
Ground Fault Circuit Interrupter
• Self-testing Ground fault circuit interrupter
is optional.
Finishes
• Every pole is provided with the DuraGrip
Protection System and a 5-year limited
warranty. NOTE: Warranty only applies to
the finish.
• When the top-of-the line DuraGrip Plus
Protection System is selected, in addition
to the DuraGrip Protection System, a
non-porous, automotive-grade corrosion
coating is applied to the lower portion
of the pole interior sealing and further
protecting it from corrosion. This option
extends the limited warranty to 7 years.
NOTE: Warranty only applies to the finish.
Determining The Luminaire/Pole
Combination For Your Application
• Select luminaire from luminaire ordering
information.
• Select bracket configuration if required
• Determine EPA value from luminaire/
bracket EPA chart
• Select Pole Height
• Select MPH to match wind speed in the
application area (See windspeed maps).
• Confirm pole EPA equal to or exceeding
value of luminaire/bracket EPA
• Consult factory for special wind load
requirements and banner brackets.
Pole Vibration Damper
• A pole vibration damper is recommended
in open terrain areas of the country where
low steady state winds are common.
• Non-tapered poles and lightly loaded
poles are more susceptible to destructive
vibration if a damper is not installed.
Warranty
• LSI poles come standard with a 1 year
materials and workmanship warranty.
Refer to
https:/ /www.lsicorp.com/
resources/terms-conditions-warranty/ for
more information.
Listings
• UL Listed
• BAA/TAA Compliant
• BABAA Compliant *If Specified
OVERVIEW
Height (ft) 8 - 30
Thickness (Ga) 7, 10, 11
Diameter (in) 4 or 5
QUICK LINKS
FEATURES & SPECIFICATIONS
SPEC.1068.C.0324
Ordering Guide Performance Photometrics Dimensions
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
ABKIT 5RP S07G STL GAL 1X30 11BC
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
8
Page 105 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit Type :
Page 2/6 Rev. 02/27/25
SPEC.1068.C.0324
ORDERING GUIDE
TYPICAL ORDER EXAMPLE: 4RP B3 S07G 24 S PLP DGP
Prefix Mounting Method Material Height 5 Mounting Configuration Finish Options
4RP1 - 4” Diameter Round Straight Pole
(New Build)
5RP - 5” Diameter Round Straight Pole
(New Build)
5RPU - 5” Diameter Round Straight Pole
(Retrofit)
Bolt-On Mount2 - See Pole Selection Guide
for Patterns and Fixture Matches
B5 - 5” Traditional Drilling Pattern
B3 - 3” Reduced Drilling Pattern
B2 - 2” Reduced Drilling Pattern
T - Tenon Mount - See Pole Selection Guide
for Tenon and Fixture/Bracket Matches
I2 - No Mounting Holes - Use with:
BKA-IFM43 - Flush Mount Adapter2 Greenlee
Lifestyle CH Mounting Style Enterprise,
Lexington, Constitution PT Single Mounting4
S07G - 07 Ga. Steel
(5RP/5RPU Only)
S10G - 10 Ga. Steel
(4RP/4RPU Only)
S11G - 11 Ga. Steel
(5RP/5RPU Only)
8’
10’
12’
14’
15’
16’
17’
17’ 6”
18’
20’
22’
22’ 6”
24’
25’
26’
27’
28’
30’
S - Single/Parallel
D180 - Double
D90 - Double
DN90 - Double
T90 - Triple
TN120 - Triple
Q90 - Quad
QN90 - Quad
N6 - Tenon Mount (Standard
Tenon size is 2-3/8” O.D.)
4N7 - Tenon Mount (5RPT only.
For 4” poles only, use 4RPI)
4N-6 - Tenon Mount (5RPT
only. For 4” poles use 4RPI)
Blank - Use with I for
Mounting Method
BRZ - Bronze
BLK - Black
PLP - Platinum Plus
WHT - White
SVG - Satin Verde Green
GPT - Graphite
MSV - Metallic Silver
BZA - Alternate Bronze
GMG - Gun Metal Gray
GA - Galvanized Anchor Bolts
SF7 - Single Flood
DF7 - Double Flood
DGP - DuraGrip® Plus
LAB - Less Anchor Bolts
CRXX8 - Conduit Raceway
USA - BABAA Compliant9
Need more information?
Click here for our glossary
Have additional questions?
Call us at (800) 436-7800
ACCESSORY ORDERING INFORMATION
Part Number Description
158450CLR 4” SRBC Square Base Cover
158451CLR 5” SRBC Square Base Cover
450563CLR 5” SRBCU 5 Inch Universal Baseplate Square Cover
483859CLR 4” /5” GBC Decorative Base Cover
122557CLR ER2 - Weatherproof Duplex Receptacle (Poles below 18’)
122566CLR ER2 - Weatherproof Duplex Receptacle for Reinforced Hand-hole (Poles 18’ and above)
122558CLR GFI - Ground Fault Circuit Interrupter (Poles below 18’)
122567CLR GFI - Ground Fault Circuit Interrupter for Reinforced Hand-hole (Poles 18’ and above)
132336 MH5 - Mounting Hole Plugs for use with 5” traditional drill pattern (3 set of 3 plugs)
681126 MH3 - Mounting Hole Plugs for use with 3” reduced drill pattern (3 sets of 3 plugs)
725841 MH2 - Mounting Hole Plugs for use with 2” reduced drill pattern (3 sets of 3 plugs)
Consult Factory for EPA Calculations BB - Banner Brackets
ANCHOR BOLT KIT ORDERING INFORMATION
Part Number Description
AB KIT 122582 4RP S10G Anchor Bolts (Steel Plated)
AB KIT 122607 4RP S10G Anchor Bolts (Galvanized)
AB KIT 135460 5RP S11G Anchor Bolts (Steel Plated)
AB KIT 135461 5RP S11G Anchor Bolts (Galvanized)
AB KIT 122583 5RP S07G Anchor Bolts (Steel Plated)
AB KIT 122608 5RP S07G Anchor Bolts (Galvanized)
1 Use with BKA-IFM4.
2 See Area Light Brackets - 3” Reduced Drill Pattern and Area Light Brackets - 5” Traditional Drill Pattern Spec Sheets.
3 Only use with 4 inch pole.
4 For Enterprise, Lexington, and Constitution PT mounting configuration styles, see Tenon Mount (4N) and Lifestyle Slipfit Pole Series.
5 Pole heights will have a +/- 1/2” tolerance. Max height for 4RP S10G is 24’. Max height of the 5RP S11G is 26’.
6 See Flood Lighting Brackets section for choice of FBO Brackets.
7 For Enterprise and Lexington D180 or other mounting configuration styles using BK MPT BO accessories order with B3 or B5 drill
pattern.
8 Standard Flat black pole cap provided. Domed Greenlee pole cap will ship with SA4 and SA5 Enterprise and Lexington fixtures, SA
Lifestyle Fixtures, BK MPT BO, and UCL Brackets.
9 USA option only available on 4RP poles up to 24'
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
ABKIT 5RP S07G STL GAL 1X30 11BC
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
9
Page 106 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 3/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
DRILLING LOCATIONS
Sides A B C D
Hand-hole X
Single X
D180 X X
D90 X X
DN901
T90 X X X
TN1202
Q90 X X X X
QN903
Single FBO4 X
Double FBO4 X X
Side-C
Side-A
(Hand-hole Side)
Side-B Side-D
1 Two locations will be 45° to the left and right of Side A.
2 Other two locations will be 120° to the left and right of Side A.
3 Two locations will be 45° to the left and right of Side A and two locations will be 135° to the left and right of Side A.
4 Consult factory for custom variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, except on 20’ poles. Maximum height for SF and DF pole preparations on 20’ poles is 13’ from the base.
FIXTURE CONFIGURATIONS
Single D90 DN90 Parallel
T90 TN120 QN90 Q90
D180
Back to Quick Links
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
ABKIT 5RP S07G STL GAL 1X30 11BC
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
10
Page 107 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 4/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
BOLT CIRCLE
Bolt Circle
Anchor Bolt
Size
Anchor Bolt
Projection
Base Plate Opening
for Wireway Entry
Base Plate
Dimensions
Pole Gauge
3/4" x 24"
(19mm x 609mm)
3-1/4"
(83mm)
4-3/4"
(121mm)
10-1/8" sq. x 3/4" thk.
(257mm x 19mm)
11
1"x30"
(25mm x 762mm)
4"
(102mm)
4-5/8"
(117mm)
10-1/8" sq. x 1" thk.
(257mm x 25mm)
7
M
Slotted
11" (279mm)
L
5" (127mm) Round 5" (127mm) Round
Slotted
11" (279mm)
10-1/8" (257mm) sq. 10-1/8" (257mm) sq.
11" (279mm) Dia. Bolt Circle11" (279mm) Dia. Bolt Circle
Bolt Circle Designator
STANDARD BASEPLATE
UNIVERSAL BASEPLATE
Bolt Circle
Anchor Bolt
Size
Anchor Bolt
Projection
Base Plate Opening
for Wireway Entry
Base Plate
Dimensions
Pole Gauge
K
Slotted
7" - 11" (178mm-279mm)
3/4" x 24"
(19mm x 609mm)
3-1/4"
(83mm)
3-5/8"
(92mm)
10-1/8" sq. x 3/4" thk.
(257mm x 19mm)
10
3/4" x 24"
(19mm x 609mm)
3-1/4"
(83mm)
4-3/4"
(121mm)
11-1/4" sq. x 3/4" thk.
(286mm x 19mm)
11
1"x30"
(25mm x 762mm)
4"
(102mm)
4-5/8"
(117mm)
11-3/4" sq. x 1" thk.
(298mm x 25mm)
7
R
Slotted
8" - 13" (203mm-330mm)
P
4" (102mm) Round
5" (127mm) Round 5" (127mm) Round
Slotted
7-1/2" - 13" (191mm-330mm)
10-1/8" (257mm) sq.
11-1/4" (286mm) sq. 11-3/4" (298mm) sq.
13" (330mm) Dia. Bolt Circle 13" (330mm) Dia. Bolt Circle
11" (279mm) Dia. Bolt Circle
Bolt Circle Designator
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
ABKIT 5RP S07G STL GAL 1X30 11BC
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
11
Page 108 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 5/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
PRODUCT DIMENSIONS
Projection
8'-30'
(2.4m - 9.1m)
(4)
Anchor
Bolts
Foundation
By Other
Optional
Base Cover
RPT –
N = 2-3/8"(60mm) O.D. x 4-3/4"(121mm) Tenon
4N = 4"(102mm) O.D. x 4-7/8"(124mm) Tenon
4N6 = 4"(102mm) O.D. x 6-3/8"(162mm) Tenon
Hand-hole
12"
(305mm)
Standard SF –
Single Flood
Pole Preparation
Bolt-On Mount 2-Bolt Pattern
B2
2.50
1.00
1.00
0.40
0.75
0.40
TOP OF POLECL
B5
TOP OF POLECL
2.50 TYP
1.50
3.13
0.563
0.750
0.563
B3
TOP OF POLECL
3.50
2.41
MAX
1.79
MIN
1.05
2.10
0.63
0.56
SHIPPING WEIGHTS
4"(102mm) Dia. 10 Ga. is approximately 6.0 lbs./ft.
5"(127mm) Dia. 11 Ga. is approximately 7.0 lbs./ft.
5"(127mm) Dia. 07 Ga. is approximately 10.0 lbs./ft.
Anchor Bolts (3/4” x 24”)(19mm x 609mm) 13 lbs.(6kg)/set
Anchor Bolts (1” x 30”) (25mm x 762mm) 30 lbs.(14kg)/set
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
ABKIT 5RP S07G STL GAL 1X30 11BC
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
12
Page 109 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (/eight.tab/zero.tab/zero.tab) /four.tab/three.tab/six.tab-/seven.tab/eight.tab/zero.tab/zero.tab
Steel Round Straight Poles (RP/RPU) New Build and Retrofit
Page 6/6 Rev. 02/27/25
SPEC.1068.C.0324
Type :
WIND SPEED
EPA Information
All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located.
CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations.
NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico
coastal areas. For applications in Florida or Canada, consult factory.
POLE1 Mtg. Height Length (ft) Wall Thick (ga)
BOLT CIRCLE EPA
Designator Dia. (in) Anchor bolt Dia {in} 110 MPH 115 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH
4” x 10-ga x 14’ 14 10 L 11 0.75 6.0 5.2 4.7 3.9 3.2 2.7 2.3 2.0 1.7
4” x 10-ga x 16’ 16 10 L 11 0.75 4.3 3.7 3.2 2.6 2.1 1.8 1.4 1.2 1.0
4” x 10-ga x 18’ 18 10 L 11 0.75 7.7 6.8 6.0 5.0 4.2 3.5 3.0 2.5 2.2
4” x 10-ga x 20’ 20 10 L 11 0.75 6.0 5.2 4.6 3.7 3.1 2.5 2.1 1.8 1.5
4” x 10-ga x 22’ 22 10 L 11 0.75 4.6 3.9 3.3 2.6 2.1 1.7 1.4 1.1 0.9
4” x 10-ga x 24’ 24 10 L 11 0.75 3.4 2.7 2.2 1.7 1.3 1.0 0.7 0.5 n/a
5” x 11-ga x 16’ 16 11 L 11 0.75 8.7 7.9 7.2 6.0 5.0 4.3 3.7 3.2 2.8
5” x 11-ga x 18’ 18 11 L 11 0.75 12.2 11.1 10.1 8.5 7.2 6.1 5.3 4.6 4.0
5” x 11-ga x 20’ 20 11 L 11 0.75 10.0 9.1 8.2 6.8 5.7 4.9 4.2 3.6 3.1
5” x 11-ga x 22’ 22 11 L 11 0.75 8.1 7.3 6.6 5.5 4.5 3.8 3.2 2.8 2.4
5” x 11-ga x 24’ 24 11 L 11 0.75 6.5 5.9 5.3 4.3 3.5 2.9 2.4 2.0 1.7
5” x 11-ga x 26’ 26 11 L 11 0.75 5.2 4.6 4.1 3.2 2.6 2.1 1.7 1.4 1.1
5” x 7-ga x 18’ 18 7 M 11 1.00 19.7 17.9 16.4 13.8 11.7 10.1 8.8 7.7 6.8
5” x 7-ga x 20’ 20 7 M 11 1.00 16.5 15.0 13.7 11.5 9.8 8.4 7.3 6.3 5.6
5” x 7-ga x 22’ 22 7 M 11 1.00 14.0 12.7 11.5 9.6 8.1 7.0 6.0 5.2 4.6
5” x 7-ga x 24’ 24 7 M 11 1.00 11.8 10.6 9.6 8.0 6.8 5.7 4.9 4.2 3.7
5” x 7-ga x 26’ 26 7 M 11 1.00 9.9 8.9 8.0 6.7 5.6 4.7 4.0 3.4 2.9
5” x 7-ga x 28’ 28 7 M 11 1.00 8.3 7.4 6.7 5.4 4.5 3.7 3.1 2.7 2.3
5” x 7-ga x 30’ 30 7 M 11 1.00 6.8 6.1 5.4 4.4 3.6 2.9 2.4 2.0 1.7
Use ONLY with “Wind Speed Map for ASCE 7-10
All LSI Industries’ poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located.
CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these
situations.
Note:
1- Poles shorter than these listed here in for each gauge have EPA rating equal to or greater than what is provided in this table. To Confirm EPA ratings on shorter poles, contact LSI Industries.
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
ABKIT 5RP S07G STL GAL 1X30 11BC
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
13
Page 110 of 205
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Type : Project : Catalog # :
Date : Prepared By :
Page 1/1 Rev. 06/08/23
BKS PQM*
Area Light Brackets
TYPICAL ORDER EXAMPLE: BKS PQMH B2 SQ BLK
Prefix Mounting Pole Shape Finish
BKS PQMH - Pole Quick Mount
Bracket
BKS PQMH15 - 15 Degree Tilt
Pole Quick Mount Bracket
B3B5 - 3” and 5” Drilling Pattern
B2 - 2” Drilling Pattern
SQ - Square
RND - Round
BRZ - Bronze
BLK - Black
MSV - Metallic Silver
GPT - Graphite
WHT - White
SVG - Satin Verde Green
PLP - Platinum Plus
Need more information?
Click here for our glossary
Have additional questions?
Call us at (800) 436-7800
FEATURES & SPECIFICATIONS
SPEC.1137.A.0623
COMPATIBLE FIXTURES
• The Pole Quick Mount Bracket allows for
lightning fast installation of LSI luminaires
onto existing and new construction poles
with LSI’s B3 or B5 standard bolt patterns.
• Allows you to seamlessly integrate LSI
PRODUCT DIMENSIONS
OVERVIEW
EPA 0.2
Size (LxWxH) 3.9x1.8x8
Weight lbs 5 lbs
Luminaires onto existing/new construction
square and round poles with (2) mounting
hole spaces between 2.4: to 4.6”.
• Rugged, thick gauge steel plates with (1)
fixed and (1) adjustable nut and mounting
hardware.
• Bracket finished with LSI’s DuraGrip
polyester powder coat finishing process.
The DuraGrip finish withstands extreme
weather changes without cracking or peel-
ing. Other standard LSI finishes available.
Consult factory.
MRL/ZNL
PQMH Drill Pattern
MRM/ZNM SLM/ZNX
PQMH15 Drill Pattern
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
BKS PQMH NEW B3 B5 MTG RND POLE BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
14
Page 111 of 205
Page 1/6 Rev. 09/26/23
SPEC.1020.B.0422
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Type : Project : Catalog # :
Date : Prepared By :
Mirada Medium (MRM)
Turtle Friendly LED Area Light
FEATURES & SPECIFICATIONS
Construction
• Rugged die-cast aluminum housing
contains factory prewired driver and optical
unit. Cast aluminum wiring access door
located underneath.
• Designed to mount to square or round
poles.
• Fixtures are finished with LSI’s DuraGrip®
polyester powder coat finishing process.
The DuraGrip finish withstands extreme
weather changes without cracking or
peeling. Other standard LSI finishes
available. Consult factory.
• Shipping weight: 37 lbs in carton.
Optical System
• State-of-the-Art one piece silicone optic
sheet delivers industry leading optical
control with an integrated gasket to provide
IP66 rated sealed optical chamber in 1
component.
• Proprietary silicone refractor optics provide
exceptional coverage and uniformity in IES
Types 2, 3, 5W, FT, FTA and AM.
• Silicone optical material does not yellow or
crack with age and provides a typical light
transmittance of 93%.
• Zero uplight.
• Narrow Band amber LEDs.
• Integral louver (IL) and integral half
louver (IH) options available for enhanced
backlight control.
Electrical
• High-performance programmable driver
features over-voltage, under-voltage, short-
circuit and over temperature protection.
Custom lumen and wattage packages
available.
• 0-10V dimming (10% - 100%) standard.
• Standard Universal Voltage (120-277 Vac)
Input 50/60 Hz or optional High Voltage
(347-480 Vac).
• Total harmonic distortion: <20%
• Operating temperature: -40°C to +40°C
(-40° F to +104° F).
• Power factor: >.90
• Input power stays constant over life.
• Field replaceable 10kV surge protection
device meets a minimum Category C Low
operation (per ANSI/IEEE C62.41.2).
• LEDs mounted to metal-core circuit board
to maximize heat dissipation
• Components are fully encased in potting
material for moisture resistance. Driver
complies with FCC standards. Driver and
key electronic components can easily be
accessed.
Controls
• Optional integral passive infrared
Bluetooth™ motion. Fixtures operate
independently and can be commissioned
via iOS or Android configuration app
• LSI’s AirLink™ wireless control system
options reduce energy and maintenance
costs while optimizing light quality 24/7.
(see controls section for more details).
Installation
• Designed to mount to square or round
poles.
• A single fastener secures the hinged door,
underneath the housing and provides
quick & easy access to the electrical
compartment.
• Included terminal block accepts up to 12 ga.
wire.
• Utilizes LSI’s traditional 3” drill pattern B3
for easy fastening of LSI products.
Warranty
• LSI LED Fixtures carry a 5-year warranty.
Listings
• Listed to UL 1598 and UL 8750.
• Meets Buy American Act requirements.
• IDA compliant.
• Suitable for wet Locations.
• IP66 rated Luminaire per IEC 60598.
• 3G rated for ANSI C136.31 high vibration
applications are qualified.
• Patented Silicone Optics (US Patent NO.
10,816,165 B2)
• IK08 rated luminiare per IEC 66262
mechanical impact code
OVERVIEW
Lumen Package 2,000 - 4,000
Wattage Range 36 - 94
Efficacy Range (LPW) 42 - 72
Weight lbs(kg) 30 (13.6)
QUICK LINKS
Ordering Guide Performance Photometrics Dimensions
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
15
Page 112 of 205
Page 2/6 Rev. 09/26/23
SPEC.1020.B.0422
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (800) 436-7800
Mirada Medium Outdoor LED Area Light Type :
ORDERING GUIDE Back to Quick Links
Color Temp Finish Options
AMT - Narrow Band Amber BLK - Black
BRZ - Dark Bronze
GMG - Gun Metal Gray
GPT - Graphite
MSV - Metallic Silver
PLP - Platinum Plus
SVG - Satin Verde Green
WHT - White
(Blank) - None
IH - Integral Half Louver (Moderate Spill Light Cutoff2
IL - Integral Louver (Sharp Spill Light Cutoff)2
ACCESSORY ORDERING INFORMATION7
1. Custom lumen and wattage packages available, consult factory. Values are within industry standard tolerances but not DLC listed.
2. Not available with 5W distribution
3. Consult Factory for availability.
4. Not available in HV.
5. Motion sensors are field configurable via an app that can be downloaded from your smartphone’s native app store. See controls section
for more details.
6. Control device or shorting cap must be ordered separately. See Accessory Ordering Information.
7. Accessories are shipped separately and field installed.
8. Factory installed CR7P option required. See Options.
9. “CLR” denotes finish. See Finish options.
CONTROLS ACCESSORIES
Order Number Description
122514 PC120 Photocell for use with CR7P option (120V)8
122515 PC208-277 Photocell for use with CR7P option (208V, 240V, 277V)8
122516 Twist Lock Photocell (347V) for use with CR7P 8
1225180 Twist Lock Photocell (480V) for use with CR7P 8
661409 AirLink 5 Pin Twist Lock Controller 8
661410 AirLink 7 Pin Twist Lock Controller 8
149328 Shorting Cap for use with CR7P
SHIELDING OPTIONS
3” Single Sheild
See Shielding
Guide
3” Corner Sheild
3” C Shape Sheild
6” Single Sheild
6” Corner Sheild
6” C Shape Sheild
TYPICAL ORDER EXAMPLE: MRM LED 4L SIL FTA UNV DIM AMT ALSCS04 BRZ IL
Prefix Light Source Lumen Package Lens Distribution Orientation2 Voltage Driver
MRM - Mirada Medium
Area Light
LED 2L - 2,000 lms
4L - 4,000 lms
Custom Lumen Packages1
SIL - Silicone 2 - Type 2
3 - Type 3
5W - Type 5 Wide
FT - Forward Throw
FTA - Forward Throw Automotive
AM - Automotive Merchandise
(blank) - standard
L- Optics rotated left 90°
R - Optics rotated right 90°
UNV - Universal Voltage (120-277V)
HV - High Voltage (347-480V)
DIM - 0-10V Dimming (0-10%)
Controls (Choose One)
(Blank) - None
Wireless Controls System
ALSC - AirLink Synapse Control System
ALSCS02 - AirLink Synapse Control System with 12-20’ Motion Sensor
ALSCS04 - AirLink Synapse Control System with 20-40’ Motion Sensor
ALBCS1 - AirLink Blue Wireless Motion & Photo Sensor Controller (8-24’ mounting height)
5
ALBCS2 - AirLink Blue Wireless Motion & Photo Sensor Controller (25-40’ mounting height) 5
Stand-Alone Controls
EXT - 0-10v Dimming leads extended to housing exterior
CR7P - 7 Pin Control Receptacle ANSI C136.41
6
IMSBTL1- Integral Bluetooth™ Motion and Photocell Sensor (8-24’ MH)5
IMSBTL2- Integral Bluetooth™ Motion and Photocell Sensor (25-40’ MH)5
Button Type Photocells
PCI120 - 120V
PCI208-277 - 208 -277V
PCI347 - 347V
Need more information?
Click here for our glossary
Have additional questions?
Call us at (800) 436-7800
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
16
Page 113 of 205
Page 3/6 Rev. 09/26/23
SPEC.1020.B.0422
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (800) 436-7800
Mirada Medium Outdoor LED Area Light Type :
ACCESSORIES
OPTICS ROTATION ACCESSORIES/OPTIONS
Integral Louver (IL) and House-Side Shield (IH)
Integral louver (IL) and half louver (IH) accessory shields available for improved backlight
control without sacrificing street side performance. LSI’s Integral Louver (IL) and Integral
House-Side Shield (IH) options deliver backlight control that significantly reduces spill
light behind the poles for applications with pole locations close to adjacent properties.
The design maximizes forward reflected light while reducing glare, maintaining the optical
distribution selected, and most importantly eliminating light trespass. Both options rotate
7 Pin Photoelectric Control
7-pin ANSI C136.41-2013 control receptacle option available for twist
lock photocontrols or wireless control modules. Control accessories
sold separately. Dimming leads from the receptacle will be connected
to the driver dimming leads (Consult factory for alternate wiring).
Luminaire Shown
with CR7P
Luminaire Shown with Integral
Louver (IL)
Luminaire Shown with
IMSBTL Option
IMSBTL
MOUNTING ACCESSORIES SHIELDING, POLES & MISC. ACCESSORIESSide Arm
Universal Mounting Bracket
Mounts to ≥ 3” square or round (tapered/straight) poles with (2) mounting hole spaces
between 3.5” to 5”
Part Number: BKA UMB CLR
Shielding
Integral Louver
Field Install Integral Louver provides maximum backlight control by shiedling each
individual row of LEDS
Part Number: 690981
Quick Mount Plate
True one person installation to existing/new contruction poles with hole spaces beteen 2.4 to
4.6”
Part Number: BKS PQM B3B5 XX CLR
Integral Half Louver
Field Install Integral Half Louver provides great backlight control without impacting front
side distribution.
Part Number: 743415
15° Tilt Quick Mount Plate
True one person installation to existing/new contruction poles with hole spaces beteen 2.4 to
4.6”
Part Number: BKS PQ15 B3B5 XX CLR
External Shield
External shield blocks view of light source from anyside of luminaire, additional shielding
configurations available
Part Number: 783607BLK (3”) / 776538BLK (6”)
Tenon / Slipfitter
Adjustable Slipfitter
Mounts onto a 2” (51mm) IP , 2.375” (60mm) O.D. tenon and provides 180° of tilt (max 45° above
horizontal)
Part Number: BKA ASF CLR
Poles
Square Poles
14 - 39’ steel and aluminum poles in 4”, 5” and 6” sizes for retrofit and new construction
Part Number: 4SQ/5SQ/6SQ
Square Tenon Top
Mounts onto a 2” (51mm) IP , 2.375” (60mm) O.D. tenon and allows for mounting up to 4
luminaires
Part Number: BKA XNM *
Round Poles
10 - 30’ steel and aluminum poles in 4” and 5” sizes for retrofit and new construction
Part Number: 4RP/5RP
Square Internal Slipfitter
Mounts inside 4” or 5” square pole and allows for mounting up to 4 lumianires
Part Number: BKA X_ISF * CLR
Tapered Poles
20’ - 39’ steel and aluminum poles for retrofit and new construction
Part Number: RTP
Wall Mount/ Wood Pole
Wall Mount Bracket
Mounts onto vertical wall surface ( hardware/anchors not included)
Part Number: BKS XBO WM CLR
Misc.
Bird Spikes
10’ Linear Bird Spike Kit, 4’ recommended per luminaire, includes silcone adhesive and
application tool
Part Number: 736795
Wood Pole Bracket
Mounts onto wooden poles (6” minimum OD, hardware/anchors not inlcuded)
Part Number: BKS XBO WP CLR
Replace CLR with paint finish description
Repleace XX with SQ for square pole or RD for round pole (≥3” OD)
Replace * with S (Single), D180 (Double @180°), D90 (Double @90°), T90 (Triple), Q90 (Quad)
Replace _ with 4 (4” square pole) or 5 (5” square pole)Optics Rotated LeftStraight Optics Rotated Right
Use Type
R
(Optics Rotated Right)
Pole
EXAMPLE Use Type
L
(Optics Rotated Left)
Top View
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
17
Page 114 of 205
Page 4/6 Rev. 09/26/23
SPEC.1020.B.0422
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (800) 436-7800
Mirada Medium Outdoor LED Area Light Type :
PERFORMANCE (CONT.)
DELIVERED LUMENS*
Lumen Package Distribution
Narrow Band Amber
Wattage
Delivered Lumens Efficacy BUG Rating
2L
2 2511 70 B1-U0-G1
36
3 2600 73 B1-U0-G1
5W 2530 71 B2-U0-G1
FT 2599 73 B1-U0-G1
FTA 2514 70 B1-U0-G1
AM 2594 73 B1-U0-G1
4L
2 3920 42 B1-U0-G1
94
3 4059 43 B1-U0-G1
5W 3950 42 B3-U0-G1
FT 4058 43 B1-U0-G1
FTA 3925 42 B1-U0-G1
AM 4049 43 B1-U0-G1
*LEDs are frequently updated therefore values are nominal.
ELECTRICAL DATA (AMPS)*
Lumens Wattage 120V 208V 240V 277V 347V 480V
2L 36 0.30 0.17 0.15 0.13 0.10 0.07
4L 94 0.78 0.45 0.39 0.34 0.27 0.20
*Electrical data at 25°C (77°F). Actual wattage may differ by +/-10%
SPECTRAL PERFORMANCE VS LUMEN OUTPUT
Lumen Package Peak Wavelength FWHM
(nm) (nm)
2L 594 15
4L 599 19
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
18
Page 115 of 205
Page 5/6 Rev. 09/26/23
SPEC.1020.B.0422
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (800) 436-7800
Mirada Medium Outdoor LED Area Light Type :
PRODUCT DIMENSIONS Back to Quick Links
7.6"
(192mm)
13-1/2"
(342mm)
7.8"
(198mm) 6.5"
(165mm)
31.3"
(795mm)
IMSBT Motion &
Photocell Sensor
Bottom View Top View
Photo Control
Receptacle
B3 Pole Drill Pattern
ø0.875
ø0.563
2.422
1.211
LUMINAIRE EPA CHART - MRM
Single
D180°
D90°
0.5
1.0
0.8
1.5
1.5
1.9
1.9
1.9
2.3
1.0
1.0
1.0
2.5
3.3
2.5
2.8
3.9
2.8
T90°
TN120°
Q90°
0º 30º 45ºTilt Degree 0º 30º 45ºTilt Degree
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
19
Page 116 of 205
Page 6/6 Rev. 09/26/23
SPEC.1020.B.0422
LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com
©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice.
Have questions? Call us at (800) 436-7800
Mirada Medium Outdoor LED Area Light Type :
CONTROLS
Integral Bluetooth™ Motion and Photocell Sensor (IMSBTxL)
Slim low profile sensor provides multi-level control based on motion and/or daylight. Sensor controls 0-10 VDC LED drivers and is IP66 rated for
cold and wet locations (-40°F to 167°F). Two unique PIR lenses are available and used based on fixture mounting height. All control parameters
are adjustable via an iOS or Android App capable of storing and transmitting sensor profiles.
Click here to learn more details about IMSBT
AirLink Blue (ALBCSx)
Wireless Bluetooth Mesh Outdoor Lighting Control System that provides energy savings, code compliance and enhanced safety/security for
parking lots and parking garages. Three key components; Bluetooth wireless radio/sensor controller, Time Keeper and an iOS App. Capable of
grouping multiple fixtures and sensors as well as scheduling time-based events by zone. Radio/Sensor Controller is factory integrated into Area/
Site, Wall Mounted, Parking Garage and Canopy luminaires.
Click here to learn more details about AirLink Blue
Sensor Sequence of Operations
Standard Programming On Event Off Event On Light Level Dim Light Level Daylight Harvesting Delay To Off Sensitivity
OMSBTxL/IMSBTxL Motion No Motion 100% N/A On; Auto Calibration 20 minutes High
OMS Motion No Motion N/A N/A N/A 30 seconds Auto
Operation Description
On Event Trigger that activates lights to turn on; either automatic via motion detected or manually activated via push of button.
Off Event Trigger that activates lights to turn off; either automatic via no motion detected or manually activated via push of button.
On Light Level The light level that the fixtures will turn on to when ON EVENT occurs.
Dim Light Level The light level that the fixtures will dim down to when no motion is detected.
Delay to Dim The amount of time after which no motion is detected that the fixtures will be triggered to dim down. This sequence is optional, and sensor can be programmed to only trigger the
fixture to turn off by entering 100% in this field.
Delay to Off The amount of time after which no motion is detected that the fixtures will be triggered to turn off. If delay to dim is part of the programmed functionality, this is the amount of time
after which no motion is detected after the fixture have already dimmed down.
Sensitivity The sensitivity can be set to high, medium, low, or auto where applicable. High will detect smaller, simple motions. Low will only detect larger more complex motions. Auto temperature
calibration adjusts the PIR sensitivity as ambient temperature rises to increase detection of heat movement through the field of view.
Apple
Apple
Android
LEVITON App
AirLink Blue App
Back to Quick Links
Job Name :
Village of Germantown - Highpoint
Manufacturer :
LSI
Model Number :
MRM LED 12L SIL 3 UNV DIM 40 70CRI BRZ
Datasheets
Type :
INCLUD
ED IN
KIT
November 13, 2025
Index
Prepared By: Graybar - MIWI
Maria Ramirez | maria.ramireznolasco@graybar.com
2 0
Page 117 of 205
BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE
GERMANTOWN, WI
MEETING DATE: July 8, 2026
PLACEMENT: Action Item
ITEM TITLE: Adoption of the 2026 Wage and Equipment Rates
SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works
SUMMARY EXPLANATION:
I am presenting for your review the 2026 Wage and Equipment Rates. These rates, once
approved, are what the Village uses for bill-back for items such as accidents, development bill
back, and cost estimating.
ATTACHMENT: ORDINANCE RESOLUTION OTHER___X___
Wage and Equipment Tables
RECOMMENDATION:
It is my recommendation to send forward to the Village Board the 2026 Wage and Equipment
Rates as presented.
COMMITTEE ACTION:
Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and
by voting NAY would deny the request if a majority vote.
Page 118 of 205
Loaded 2025 Rate Loaded 2026 Rate
Director of Public Works $86.17 $99.10 $82.40 $94.76
Community Development Director $76.28 $87.72 $78.31 $90.06
Village Engineer $76.80 $88.32 $78.90 $90.74
Civil Engineer $42.55 $48.93 $49.91 $57.40
Highway Superintendent $67.29 $77.38 $69.40 $79.81
Water Subperintendent $65.99 $75.89 $67.70 $77.86
Wastewater Superintendent $66.84 $76.87 $64.73 $74.44
Highway Foreman $58.62 $67.41 $50.53 $58.11
Water Foreman $53.93 $62.02 $56.76 $65.27
Highway Operator $46.00 $52.90 $50.40 $57.96
Utility Operator $46.00 $52.90 $51.92 $59.71
Construction Inspection (In-house) $46.81 $53.83 $47.64 $54.79
Record Drawing Document Prep (In-house) $46.81 $53.83 $61.84 $71.12
Construction Inspection (contracted) $105.00 $120.75 $114.00 $131.10
Construction Inspection Manager (contracted) $170.00 $195.50 $174.00 $200.10
Land Surveyor (contracted) $100.00 $115.00 $130.00 $149.50
DPW Clerical $35.07 $40.33 $36.20 $38.01
Planning Clerical $31.09 $35.75 $43.64 $50.19
Planning Associate $58.81 $67.63 $60.47 $69.54
EQUIPMENT DESCRIPTION 2025 2026
Liebherr Rubber-tire Excavator $83.59 $86.10
Caterpiller Backhoe & Loader $49.35 $50.83
Case/John Deer Loader $63.06 $64.95
2026 Germantown Labor Rates
Loaded+ 15% = Rate
Contracted rates reflect 2026 prices plus 15%.
2026 Germantown Equipment Rates
Page 119 of 205
Case/John Deer Loader/Snow Plow $106.93 $110.14
Case/John Deer Loader/Snow Blower $145.30 $149.66
Single Axle Dump Truck (5yd) $45.23 $46.59
Single Axle Dump Truck w/Plow/Aux. Wing/Sander (5 yd) $72.65 $74.83
Tandem Axle Dump Truck $60.32 $62.13
Tandem Axle Dump Truck w/Plow/Aux. Wing/Sander $89.11 $91.78
Quad Axle Dump Truck $104.55 $107.68
1-Ton Patrol Truck (2-3 yd) $34.28 $35.31
1-Ton Truck w/Plow $42.50 $43.77
Truck w/Water Jetter w/Aux. Power Unit $68.53 $70.59
Aerial Lift Truck $85.00 $87.55
3500- Truck w/ Utility Box & Crane $68.96 $71.03
Pickup Truck $26.73 $27.53
Pickup Truck w/Plow $38.38 $39.53
Self Propelled Vibrating Roller $52.09 $53.65
Self Propelled Non-Vibratory Roller $47.97 $49.41
185 cfm Air Compressor (Portable) $38.38 $39.53
Street Sweeper 40 Hp w/Front Mounted Broom $50.72 $52.24
Vacuum Sweeper $112.40 $115.78
Sewer line Televising Truck $159.02 $163.79
Combination Sewer Machine (pipe jetter & vac) $191.91 $197.67
Mini Excavator $67.19 $69.21
Skid Steer Loader w/Bucket $43.87 $45.19
Skid Steer Loader w/Snow Blower/Broom $47.97 $49.41
20" Enclosed Trailer $17.39 $17.91
REX Valve Turner $96.22 $99.11
10' Utility Trailer $13.91 $14.33
$0.00
Tar Kettle $46.61 $48.01
Motorized Mower (24" & Under) $18.18 $18.72
Motorized Mower (25"-47") $25.37 $26.13
Motorized Mower (48" & larger) $29.48 $30.36
Tractor w/Sickle or Flail Mower $63.19 $65.08
$0.00
Page 120 of 205
Chain Saw $16.82 $17.32
Hydraulic Saw $16.82 $17.32
Hydraulic Pruner $16.82 $17.32
Chipper $54.82 $56.47
Generator (225 Kw) $78.13 $80.48
Generator (Under 10 Kw) $34.28 $35.31
Trailer Mounted Vacuum Excavator & Valve Turner $115.15 $118.61
6 " Pump/Hose $42.50 $43.77
4" Pump/Hose $35.64 $36.71
3" Pump/Hose $29.48 $30.36
$0.00
Barricades-----------DAILY COST $4.12 $4.24
Traffic Control Signs------DAILY COST $2.06 $2.12
NOTE: 2026 rates reflect a 3% increase of 2025 rates
Page 121 of 205
BUSINESS OF VILLAGE BOARD
GERMANTOWN, WI
MEETING DATE: July 20, 2026
AGENDA ITEM: Action
ITEM TITLE: Award of Construction Manager at Risk for New Police Department to
Moore Construction Services
SUBMITTED BY: Chief Patrick Merten
SUMMARY EXPLANATION:
Following the issuance of the Request for Proposals (RFP), the Police Department Working
Group and the Owner's Representative conducted interviews with the three shortlisted
Construction Manager at Risk (CMAR) firms on June 17, 2026.
Each firm was evaluated using a standardized scoring matrix based on the following criteria:
• Relevant Experience – 5 points
• Project Team – 30 points
• Pre-Construction Approach – 20 points
• Schedule and Logistics – 15 points
• Fee Proposal – 10 points
• Safety and Quality Management – 10 points
• Interview – 10 points
Five evaluators independently scored each firm. The individual scores were averaged to
determine the final rankings. The results were as follows:
• Moore Construction Services 87.4 $1,785,636.00
• Kraus-Anderson 80.0 $1,924,088.00
• CG Schmidt 71.0 $2,153,290.00
Based on the evaluation process, Moore Construction Services received the highest overall
score, had the lowest fees, and is recommended for selection as the Village's Construction
Manager at Risk.
The selected CMAR will join the project team at the 30% design milestone and provide pre -
construction services, including cost estimating, scheduling assistance, constructability reviews,
and construction phase management.
Working in collaboration with the Village, the Architect/Engineer, and the Owner's
Representative, the CMAR will help ensure the project remains on schedule, within the
proposed budget, and meets the operational, security, and functional requirements of a modern
law enforcement facility.
The Building Construction Oversight Committee voted to recommend Moore Construction
Services as the Construction Manager at Risk (CMAR) for the Village's new Police Department
facility project.
The General Government and Finance Committee met on July 16, 2026 and reviewed the
allocation of funds for Moore Construction Services for the Village’s new police facility in the
amount not to exceed $1,785,636.00.
ATTACHMENT: ORDINANCE___ RESOLUTION_____ OTHER__X__
Page 122 of 205
RECOMMENDATION:
A motion by the Village Board to approve the selection of Moore Construction Services to serve
as the Construction Manager at Risk (CMAR) for the Village's new police facility project , and
authorization for the Village Administrator and Village Attorney to negotiate and execute a
contract for the services.
Page 123 of 205
Village of Germantown, WI
New Police Department Facility Project
Comparison Summary of Construction Manager at Risk Proposals based on $28M Construction Costs
Date: 7/10/2026
Summary prepared by MC Group, LLC
Compensation Summary CG Schmidt Moore Construction Krause-Anderson
Fees & Insurances
Pre-Construction Fees $ 20,000 LS $ 7,500 LS $ - LS
Construction Fees (based on $28M Construction Costs) $ 546,000 1.95% $ 630,000 2.25% $ 490,000 1.75%
General Liability Insurance Cost $ 252,000 0.90% $ 210,000 0.75% $ 280,000 1.00%
Payment & Performance Bond $ 210,000 0.75% $ 224,000 0.80% $ 152,600 0.545%
Builder's Risk Insurance By Owner By Owner By Owner
Total Fees & Insurances: $ 1,074,213 $ 1,071,500 $ 922,600
Direct Cost Personnel based on 14 months constr.
Project Executive $ 48,950 Incl in CM Fee Incl in CM Fee
Pre-Construction Manager/Estimators Incl in Pre-Con Incl in Pre-Con Incl in Pre-Con
Project Manager $ 415,200 $ 157,976 $ 363,720
Assistant Project Manager/Engineeer $ 159,830 $ 8,360 ---
Superintendent #1 $ 370,566 $ 303,800 $ 363,720
Superintendent #2 --- $ 173,600 ---
General Superintendent $ 9,912 --- $ 17,360
Safety Director/Manager $ 19,584 $ 6,000 $ 35,840
Project Administrator/Coordinator $ 29,750 --- $ 67,894
Project Accountant $ 10,285 Incl in CM Fee $ 7,840
Total Direct Cost Personnel: $ 1,064,077 $ 649,736 $ 856,374
Technology, Jobsite Office, Travel
Technology (Phones, Computers, Software, Internet, etc.) Incl in Supv Rates $ 49,000 $ 69,804
Document Software (ex: Submittal Exchange) Incl in Supv Rates Incl in Tech Costs Incl in Tech Costs
Jobsite Office (Trailer, furniture, etc.) $ 15,000 $ 15,400 $ 21,000
Office Supplies, Postage, Misc Expenses Incl in Jobsite Office Incl in Jobsite Office $ 24,000
Travel, Subsistence, Mileage Incl in Supv Rates Incl in Supv Rates Incl in Supv Rates
Vehicles Incl in Supv Rates Incl in Supv Rates $ 30,310
Total Technology, Jobsite Office, Travel: $ 15,000 $ 64,400 $ 145,114
CM SPW General Requirements
General Requirements Labor Incl in Bid Divisions Incl in Bid Divisions Incl in Bid Divisions
Small Tools, Storage Containers Incl in Bid Divisions Incl in Bid Divisions Incl in Bid Divisions
Material Handling Equipment Incl in Bid Divisions Incl in Bid Divisions Incl in Bid Divisions
Total CM SPW General Requirements: $ - $ - $ -
Note: Purchased services need not be listed as these items will be billed at
cost as part of the Cost of the Work. These items inlcude but are not
limiteed to: Progfessional Surveying, Site fencing, Temporary
Power/Light, Sanitation Units, Drinking Water, Dumpsters, Temporary
Heat, Temporary Enclosures/Safety Rails, Temporary Roads, etc.
Compensation Summary CG Schmidt Moore Construction Krause-Anderson
GRAND TOTALS: $ 2,153,290 $ 1,785,636 $ 1,924,088
Rank: 3
Lowest
2
Differential $ from low: $ 367,654 $ 138,452
Differential % from low: 20.59% 7.75%
Craft Labor Rates
Carpenter $ 129.00 By Bidders $ 80.36
Page 124 of 205
16.
COST PROPOSAL:
General Conditions
Phase Codes Superintendent #1 Superintendent 2 Laborer Superintendent 3
14 MONTHS 8 MONTHS 8 MONTHS 0 MONTHS
60.76 WEEKS 34.72 WEEKS 34.72 WEEKS 0 WEEKS
303.8 WORKING DAYS 173.6 WORKING DAYS 173.6 WORKING DAYS 0 WORKING DAYS
COST LABOR LABOR MATERIAL MATERIAL
CODE DESCRIPTION HR/DY HR/WK QTY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL TOTAL
01040 Superintendent #1 8 2430.40 HR $125.00 $303,800 $0.00 $0 $303,800
01040 Superintendent #2 8 1388.80 HR $125.00 $173,600 $0.00 $0 $173,600
01042 Safety Inspections 0 24.00 ALLOW $0.00 $0 $250.00 $6,000 $6,000
01046 Project Manager 4 1215.20 HR $130.00 $157,976 $0.00 $0 $157,976
01047 Assistant Project Manager 0.5 152.00 HR $55.00 $8,360 $0.00 $0 $8,360
01048 General Laborer 8 1388.80 HR $55.00 $76,384 $0.00 $0 $76,384
01050 Professional Surveying 1.00 ALLOW $0.00 $0 $35,000.00 $35,000 $35,000
01410 Testing Services 1.00 ALLOW $0.00 $0 $0.00 $0 By Owner
01511 Temp. Electricity 12.00 Months $0.00 $0 $2,500.00 $30,000 $30,000
01513 Temp. Heating 5.00 Units $0.00 $0 $2,000.00 $10,000 $10,000
Temp Heat Equip 5.00 EA $2,000.00 $10,000 $10,000
Temp Dehumid Eq 0.00 EA $500.00 $0 NA
01515 Temp. Water 12.00 WE $0.00 $0 $100.00 $1,200 $1,200
01516 Temp. Toilets 56.00 EA $0.00 $0 $110.00 $6,160 $6,160
01528 Temp Roads By Earthwork 0.00 LS $0.00 $0 $0.00 $0 By Trade Pkg
01535 Construction Fencing 0.00 LF $0.00 $0 $8.00 $0 By Trade Pkg
01560 Dumpsters 28.00 EA $0.00 $0 $550.00 $15,400 $15,400
01565 Snow Removal 1.00 ALLOW $0.00 $0 $10,000.00 $10,000 $10,000
01580 Project Signs 0.00 ALLOW $0 $0.00 $0 By Owner
01590 Field Office 14.00 MO $0.00 $0 $1,100.00 $15,400 $15,400
01600 Small Tools/Office Supplies 14.00 ALLOW $0.00 $0 $2,000.00 $28,000 $28,000
Temp Enclosures 1.00 LS $0.00 $0 By Trades
Technology 14.00 mnths $3,500.00 $49,000 $49,000
01602 Equipment Rental Lift & Connex 14.00 Mnth $0.00 $0 $3,500.00 $49,000 $49,000
01710 Final Cleaning 0 SF $0.00 $0 $0.65 $0 By Trade Pkg
Floor Protection 0 SF $0.20 $0 By Trade Pkg
TOTAL : $720,120 $265,160 $985,280
General Conditions: $985,280
Pre-Construction Services Lump Sum Fee: $7,500
Construction Management Fee: 2.25% ($562,500)
Total: $1,555,280
Page 125 of 205
Positively Impacting Lives
VILLAGE OF GERMANTOWN
POLICE DEPARTMENT
Proposal for:
CONSTRUCTION
MANAGEMENT SERVICES
FACILITY
Page 126 of 205
2.
FIRM PROFILE:
LEGAL NAME:
Moore Construction Services, LLC
ADDRESS:
W146 N5650 Enterprise Ave,
Menomonee Falls, WI 53051
TYPE OF ORGANIZATION:
Established Limited Liability Company
STAFF SIZE:
30
YEAR ESTABLISHED:
2007
SERVICES:
Pre-Construction
Construction Management
CONSULTANTS:
Siteguard Safety
Services
AWARDS:
Daily Reporter
Top Projects
Milwaukee Business Journal
Real Estate Awards
Best Places to Work
Largest Milwaukee-Area Construction Firms
Positively Impacting Lives
At Moore Construction Services we are driven
by our mission of Positively Impacting Lives.
Our partnership approach and how we engage
with our customers, designers, subcontractors
and employees is reflective of this mission,
guiding every interaction and decision we make.
It’s what we strive for each and every day as we
work to deliver meaningful, reliable outcomes
for our clients and the communities we serve.
Page 127 of 205
3.
VILLAGE OF GERMANTOWN DPW
GERMANTOWN, WI
The new Germantown Department of Public Works spans 141,000 sq. ft. across three
buildings on a 37-acre site, consolidating the Village's operations under one roof and
modernizing spaces for equipment, vehicles and staff. The site includes dedicated
workshops for each division, drive-through truck wash bays, a state-of-the-art vehicle
maintenance shop, dedicated fueling station, a yard waste collection and composing
facility, and advanced brine making capabilities.
262-345-1280 • marketing@moore-cs.com • moore-cs.com
Page 128 of 205
4.
262-345-1280 • marketing@moore-cs.com • moore-cs.com
HARTFORD CITY HALL
HARTFORD, WI
This project consisted of a 52,000 sq. ft. remodel of the existing city offices to create new
spaces for City Hall & the Police Department, including a new 2,500 sq. ft. Sally Port
addition. This project was completed in 3 phases to allow the city offices to remain open
during construction.
Page 129 of 205
5.
JACKSON COMMUNITY CENTER
JACKSON, WI
A 9,840 sq. ft. addition and full renovation transformed the Jackson Community
Center while keeping the facility open throughout construction. The project
enhances a wide range of community offerings — including senior meals,
business meetings, fitness classes, pickleball leagues, early education programs,
youth services, and church gatherings.
262-345-1280 • moore-cs.com
Page 130 of 205
6.
NEW BERLIN ACTIVITY AND
RECREATION CENTER PHASE II
NEW BERLIN, WI
The second phase of the ARC is a 57,000 sq. ft addition includes an indoor
gymnasium, sport courts, meeting spaces, concession area, elevated track &
exercise space.
262-345-1280 • moore-cs.com
Page 131 of 205
7.
NEW BERLIN DPW
NEW BERLIN, WI
Our team is partnering with Perspective Design and The City of New Berlin to add two
23,000 sq. ft. cold storage buildings to the 10 acre site for the city's new Department of
Public Works.
262-345-1280 • moore -cs.com
Page 132 of 205
8.
262-345-1280 • marketing@moore-cs.com • moore-cs.com
NEW BERLIN UTILITIES
NEW BERLIN, WI
The City of New Berlin remodeled 8,700 sq. ft. of their existing building and
constructed a 25,000 sq. ft. addition. This addition included combining the offices,
vehicle storage, and a workshop, in addition to centralizing the Water Utility
Department to better serve its customers.
Page 133 of 205
9.
NOTABLE P ROJECTS
COMMERC IAL PROJECTS
Ally’s Bistro & Ally's Powerhouse
Alto-Shaam
Amazon DML6
Beyond Vision
Burghardt Sporting Goods
Chenequa Country club
Entrust Manufacturing
Five Star Manufacturing
Glenroy, Inc.
Moore Corporate Office
Server Products, Inc.
Standard Electric Supply
Village of Germantown DPW
Westmoor Country Club
Yerkes Observatory
INSTIT UTIONAL PROJECTS
Carroll University
Catholic Memorial High School
Crossroads Community Church
Fox Point Lutheran Church
Germantown DPW
Hartford City Hall & Police Station
Holy Apostles Adoration Chapel
Menomonee Falls School District
New Berlin Utilities
New Berlin Historical Museum
New Berlin DPW
New Berlin Activity and Recreation Center
Rogers Behavioral Health
St. Dominic Church and Gym
Waukesha School District
Wauwatosa Ave. United Church
M
ULTI - FAMI LY PR OJ EC T S
Arrabelle Apartments
Drexel Ridge Apartments Phase II
Orchard Hills
SoNa Lofts
Tennessen Flats & Fussville Market
The Westerly Senior Living
MICHAEL J. MOORE
PRESIDENT
EXPERIENCE
After a successful career in construction that spanned over three decades, Mike
founded Moore Construction Services in 2007. His business acumen and commitment
to exceptional project delivery has helped fuel the company’s growth since its
inception, earning multiple designations as one of the fastest growing companies in the
region. Clients credit Mike’s strong project management skills and abilities, his no
nonsense approach to customer service, and his ability to assemble and organize highly
efficient teams, as his primary keys to success. Most importantly, he commits to a true
partnership approach on each and every project which supports the company's mission
to positively impact lives. This commitment has earned him a strong reputation
in the industry for achieving high quality results.
Mike’s role as President of Moore Construction Services is to manage and mentor all
team members while ensuring the client’s goals are kept top of mind and achieved.
With more than $1 billion worth of commercial projects under his belt and experience
in building a strong and successful business operation, Mike is a leader who achieves
project success.
EDUCA TION & AW ARDS
University of Wisconsin-Stout, 1984
Bachelor of Science, Industrial Technolog
y, Concentration in Building Construction
President Award, 2015 The Chamber, Inc - Greater Menomonee Falls & Sussex Captain
of Industry, 2017, The Chamber, Inc - Greater Menomonee Falls & Sussex Future 50
Award 2017, 2018, 2019, 2021, 2022, 2023, 2024 MMAC
Fastest Growing Firm, 2018, 2019, 2020 Milwaukee Business Journal
Emerging Business of the Year, 2019, The Daily Reporter
Business Owner of the Year, 2019, The Daily Reporter
Humanitarian of the Year, 2021,
The Chamber, Inc - Greater Menomonee Falls & Sussex
Best Places to Work, 2023, 2024, Milwaukee Business Journal
PROFESSIONAL A FFILIA TIONS
University of Wisconsin - Stout
Industry Advisory - STEM College/Construction Program 2018-19 Committee Chair
Menomonee Falls Chamber of Commerce, 2013 President
Metropolitan Milwaukee Assoc. of Commerce, CEO Roundtable Facilitator
Catholic Memorial High School, Building Committee Chair
Menomonee Falls Chamber of Commerce, CEO Roundtable Facilitator
Froedtert Menomonee Falls Hospital, Foundation Board Member
UW Stout and The Chamber, Guest Speaker, Servant Leadership
Beyond Vision, Board Member
Acacia, Roundtable Facilitator
office: 262-345-1280 • email: mike.moore@moore-cs.com • moore-cs.com
Page 134 of 205
10.
NOTABLE P ROJECTS
COMMERC IAL PROJECTS
Alto-Shaam
Amazon DML6
Beyond Vision
Burghardt Sporting Goods
Copart, Inc.
Five Star Fabrication
Lynch Truck Center
M
etal Era
Orthopaedic Associates of Wisconsin
Tesla, Inc.
Westmoor Country Club
INSTITUT IONAL PROJECTS
City of New Berlin
Fox Point Lutheran Church
Germantown DPW
Jackson Community Center
Innovation Station
Mequon-Thiensville Community Promenade
Primose School of Brookfield
Rogers Behavioral Health
Victory Christian Academy
Wauwatosa School District
Yerkes Observatory
MULT I - FAMI LY PROJECTS
Arrabelle Apartments
Drexel Ridge Apartments Phase II
Cedar Community
Norden Range Apartments
Orchard Hills Apartments
SoNa Lofts
The Emree
The Granary
The Margeurite Apartments
The Westerly
Tennessen Flats & Fussville Market
office: 262-345-1280 • email: tom@moore-cs.com • moore-cs.com
TOM SMITH , LEED AP
EXECUTIVE VICE P RESIDENT
EXPERIENCE
Tom is a highly-respected construction industry executive with 40+ years of
project management experience in a variety of building types of all sizes and
complexities. His forte is the ability to engage early on a project so he can
establish a strong foundation by accurately estimating, budgeting and scheduling
the project in real time. Once these preconstruction activities are complete and
the goals for the project are established, Tom oversees the project managers
and other team members to ensure they carry out all construction activities in
a first-class manner . His guidance, knowledge and support enhance the entire
building process and give owners the assurance that a successful outcome will
be achieved.
Tom’s core areas of expertise include commercial office, industrial, healthcare,
multi-family housing, senior living and hospitality/retail. In these areas, he
managed over $1 billion worth of construction on hundreds of projects.
EDUCA TION & TRAINING
University of Wisconsin - Madison 1983
Bachelor of Science, Construction Management
Icon of the Industry, 2020, The Daily Reporter
PROFESSIONAL AFFILIA TIONS
American Institute of Constructors
City of Waukesha, Member of the Board of Appeals
NAIOP - Wisconsin
Project Management Institute
Wisconsin Green Building Alliance
WasteCap Wisconsin
Page 135 of 205
11.
NOTABLE PROJECTS
COMMERCIAL PR OJECTS
Aurora Clinic Rehabilitation Wing
Aurora Clinic First Floor
Beyond Vision- VisABILITY Center
Mica Tool
National Business Furniture
Siebert Lutheran Foundation Office
TCI
INSTI TUTIONAL
Germantown DPW
Hope Church
Lynch, Waterford
Marian Milwaukee
MIAD 4th Floor
MSOE STEM Center
MSOE Baseball Fields
Rogers Behavioral Health
Ridge Community Church, Greenfield
Ridge Community Church, Oak Creek
Southbrook Church
Salem Lutheran Church
MULTI-FAMI LY
Point Place
Mammoth Springs
Menomonee Falls Mixed-Use
St. Mary of the Hill
KATHRYN SULLIVAN
ESTIMATOR / PROJECT MANAGER
EXPERIENCE
Working in the industry for a decade, she has experience managing a
variety of complex projects in commercial, industrial, educational, and
religious industries.
Kathryn is responsible for managing the planning, schedule preparation,
resource allocation, bid tracking and forecasting on her projects. Her
supportive and friendly demeanor, as well as passion for the industry,
helps ensure project success.
EDUCAT ION & TRAINING
Milwaukee School of Engineering
Bachelor of Science in Construction Management
Project Manager of the Year, 2025, Daily Reporter
office: 262-922-1609 • email: kathryn@moore-cs.com • moore-cs.com
Page 136 of 205
12.
NOTABLE PROJECTS
COM MER C I AL PROJECTS
Amazon DML6
Chicago Tube & Iron
Copart, Inc.
Create-A-Pack
Entrust
Five Star Fabricating
Gray & Associates Law Offices
Harken
Ingeteam
Kapco
Lake Geneva Yacht Club
Landmark Credit Union
Metal Era
River Glen
Rogers Behavioral Health
Rosendale Biodigester (BD2)
Sendik’s Grocery Stores
Standard Electric Supply
Tesla, Inc.
INSTITUTIONAL PROJECTS
St. Anthony on the Lake
Trek
University of Wisconsin Oshkosh
Catholic Memorial High School -
Sullivan Campus
JASON BIVER
SENIOR PROJECT SUPERINTENDENT
EXPERIENCE
Jason's expertise in construction and facilities management encompasses
more th
an thirty years of supervising building projects of all sizes and types
throughout Southeastern Wisconsin. Currently, Jason’s focus is on
commercial and industrial projects that are complex and have many
stakeholders.
On the jobsite, Jason is successful at problem solving and running an
efficient program to achieve client objectives. He manages daily on-site
operations and oversees subcontractor work, monitoring all construction-
related tasks so they are accomplished safely, within the approved
schedule and in a high-quality manner that is representative of Moore
Construction Services. Jason is an aggressive project advocate, a self-
starting leader with high standards and has the expertise needed to turn
challenges in to positive results.
EDUCAT ION & TRAINING
OSHA 10 Hour
Certification, 2009
Uniform Dwelling Code Training, 2006
Managing Exterior Moisture Course, 2005
Rough Terrain Telescopic (Fork Lift) Certification (OSHA 1926.602), 2000 &
2011
Basic Supervision Course, 1999
Completed Course of Facilities Management, 1998
Completed C.P .O Course, Cert.#85-54750, 1996
office: 262-345-1280 • email: jason@moore-cs.com • moore-cs.com
Page 137 of 205
13.
NOTABLE PROJECTS
COMMERCIAL PROJECTS
Amazon
Tesla, Inc.
Five Star Fabricating
Germantown DPW
Glenroy
Burgardt Sporting Goods
New Berlin ARC
MUL T I -FAMIL Y / S ENI OR LI V ING
Orchard Hills
White Oaks
The Granary
Arrabelle
SoNa Lofts
I N S T I T U T I O N A L
Catholic Memorial High School
Fox Point Lutheran Church
Holy Apostles
St. Joan Antida
St. Mary of the Hill
LEE DUHS
ASSISTANT PROJECT SUPERINTENDENT
EXPERIENCE
As an Assistant Project Engineer, Lee supports our project
superintendents by managing trade coordination, overseeing
punch lists, and maintaining the electronic documentation
required for each project.
His experience in the industry has given him the tools to succeed on the
jobsite as a passionate team player with a proactive approach.
EDUCAT ION & TRAINING
University of Wisconsin Parkside
Bachelor of Science, Sports Management
OSHA 10 Hour Certification
office: 262-345-1280 • email: lee@moore-cs.com • moore-cs.com
Page 138 of 205
14.
PROJECT APPROACH
UTILITY EXTENSION:
Our approach to utility extensions focuses
on early identification, coordination,
and seamless integration with existing
infrastructure.
Collaborate with the civil engineer, utility providers, and design
team early in the design phase to confirm routing, capacity, and
connection requirements
Identify potential conflicts or constraints and develop solutions
proactively to avoid delays during construction
Incorporate utility work into the overall project schedule and
phasing plan to maintain continuity of service where required
Create a separate bid package for utility work to support clear
scope definition and coordination with trade partners
Coordinate closely with subcontractors and local authorities
to ensure compliance with all permitting and inspection
requirements
Monitor installation activities in the field to confirm alignment
with design intent and regulatory standards
Coordinate daily with subcontractors through on-site supervision
to align field activities with project goals
Moore Construction Services was part of a team, along with Graef and PRA, to assess the Village’s Public
Safety Building options. As part of this effort, we toured the existing facilities, interviewed key staff
members, and developed design concepts and budgets for both co-site and separate site locations,
ultimately producing a final report that was presented to the Village Board.
This experience has provided Moore Construction Services with in-depth knowledge of the project
approach. In addition, we recognize that this project involves specialized components—such as utility
extensions and a live-fire training range—that require thoughtful integration with the overall facility,
site, and operations. Our team approaches these elements with an emphasis on early coordination, safety,
regulatory compliance, and long-term functionality. We work closely with the Village, design team, and
stakeholders to ensure all systems are aligned, constructible, and executed with minimal disruption.
Page 139 of 205
15.
PROJECT APPROACH
LIVE-FIRE RANGE
INTEGRATION:
Our approach to the live-fire range
integration focuses on early coordination,
clear delineation of responsibilities, and
ensuring all specialized systems are fully
aligned with building infrastructure. Given
the complexity of range systems and the
likelihood of multiple contractors, we
prioritize proactive collaboration and
dedicated oversight to support proper
installation, performance, and final
commissioning.
A key part of the live-fire range integration is coordinating
with the building’s HVAC systems. Because this project will go
through a public bidding process, there’s a good chance the
range contractor and HVAC contractor will be different teams.
T o ensure both systems tie together properly, we would
recommend a budget line item for a third-party specialist to
assist with overseeing the installation and providing the final
commissioning of the systems
Partner with the design team and specialty consultants
to fully understand performance, safety, and acoustic
requirements
Coordinate structural, mechanical, and ventilation systems to
support proper operation and safety standards
Ensure all materials, assemblies, and systems meet applicable
codes, certifications, and operational requirements
Integrate range construction into the overall sequencing and
phasing plan to maintain safety and quality control
Maintain strict adherence to safety protocols during
construction, recognizing the specialized nature of this
environment
Page 140 of 205
16.
COST PROPOSAL:
General Conditions
Phase Codes Superintendent #1 Superintendent 2 Laborer Superintendent 3
14 MONTHS 8 MONTHS 8 MONTHS 0 MONTHS
60.76 WEEKS 34.72 WEEKS 34.72 WEEKS 0 WEEKS
303.8 WORKING DAYS 173.6 WORKING DAYS 173.6 WORKING DAYS 0 WORKING DAYS
COST LABOR LABOR MATERIAL MATERIAL
CODE DESCRIPTION HR/DY HR/WK QTY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL TOTAL
01040 Superintendent #1 8 2430.40 HR $125.00 $303,800 $0.00 $0 $303,800
01040 Superintendent #2 8 1388.80 HR $125.00 $173,600 $0.00 $0 $173,600
01042 Safety Inspections 0 24.00 ALLOW $0.00 $0 $250.00 $6,000 $6,000
01046 Project Manager 4 1215.20 HR $130.00 $157,976 $0.00 $0 $157,976
01047 Assistant Project Manager 0.5 152.00 HR $55.00 $8,360 $0.00 $0 $8,360
01048 General Laborer 8 1388.80 HR $55.00 $76,384 $0.00 $0 $76,384
01050 Professional Surveying 1.00 ALLOW $0.00 $0 $35,000.00 $35,000 $35,000
01410 Testing Services 1.00 ALLOW $0.00 $0 $0.00 $0 By Owner
01511 Temp. Electricity 12.00 Months $0.00 $0 $2,500.00 $30,000 $30,000
01513 Temp. Heating 5.00 Units $0.00 $0 $2,000.00 $10,000 $10,000
Temp Heat Equip 5.00 EA $2,000.00 $10,000 $10,000
Temp Dehumid Eq 0.00 EA $500.00 $0 NA
01515 Temp. Water 12.00 WE $0.00 $0 $100.00 $1,200 $1,200
01516 Temp. Toilets 56.00 EA $0.00 $0 $110.00 $6,160 $6,160
01528 Temp Roads By Earthwork 0.00 LS $0.00 $0 $0.00 $0 By Trade Pkg
01535 Construction Fencing 0.00 LF $0.00 $0 $8.00 $0 By Trade Pkg
01560 Dumpsters 28.00 EA $0.00 $0 $550.00 $15,400 $15,400
01565 Snow Removal 1.00 ALLOW $0.00 $0 $10,000.00 $10,000 $10,000
01580 Project Signs 0.00 ALLOW $0 $0.00 $0 By Owner
01590 Field Office 14.00 MO $0.00 $0 $1,100.00 $15,400 $15,400
01600 Small Tools/Office Supplies 14.00 ALLOW $0.00 $0 $2,000.00 $28,000 $28,000
Temp Enclosures 1.00 LS $0.00 $0 By Trades
Technology 14.00 mnths $3,500.00 $49,000 $49,000
01602 Equipment Rental Lift & Connex 14.00 Mnth $0.00 $0 $3,500.00 $49,000 $49,000
01710 Final Cleaning 0 SF $0.00 $0 $0.65 $0 By Trade Pkg
Floor Protection 0 SF $0.20 $0 By Trade Pkg
TOTAL : $720,120 $265,160 $985,280
Pre-Construction Services Lump Sum Fee: $7,500
Construction Management Fee: 2.25%
Page 141 of 205
17.
COST MANAGEMENT
BIDDING AND
PROCUREMENT
METHODOLOGY:
Moore Construction Services utilizes
a structured, transparent bidding and
procurement process that emphasizes early
trade partner engagement, competitive
pricing, and alignment with project goals
ensuring we meet Wisconsin state statutes
for public bidding.
GMP DEVELOPMENT
APPROACH:
Our Guaranteed Maximum Price (GMP)
development process is collaborative,
transparent, and rooted in real-time cost
awareness. We work closely with the Village
and design team to develop a GMP at 60%
to 90% CDs that reflects a complete, well-
understood scope aligned with project
objectives.
Develop comprehensive bid packages that clearly define
scope, expectations, and project requirements
Prequalify subcontractors to ensure experienced, capable
trade partners aligned with project needs
Solicit competitive bids across all trades to achieve best value
while maintaining quality standards
Conduct thorough bid leveling and scope comparisons to
ensure consistency and completeness
Facilitate bid review meetings with the project team to
evaluate pricing, scope coverage, and qualifications
Identify opportunities for scope refinement or value
optimization prior to award
Coordinate subcontractor onboarding, including contract
execution, schedule alignment, and safety requirements
Maintain clear and consistent communication with all bidders
throughout the procurement process to ensure transparency
and accountability
Provide ongoing cost input throughout design to track budget
alignment as decisions are made
Develop detailed estimates at key design milestones,
incorporating subcontractor and supplier input for accuracy
Reconcile estimates with the design team to ensure
alignment between scope, budget, and project expectations
Clearly identify allowances, contingencies, and potential cost
risks within the GMP
Communicate the cost impacts of design changes in real
time and recommend alternatives when appropriate
Engage trade partners early to validate pricing, identify
efficiencies, and confirm constructability
Present a fully detailed GMP that is transparent,
comprehensive, and supported by market-based pricing
Continue to actively manage costs throughout construction
to maintain alignment with the GMP
Our approach to cost management and procurement emphasizes transparency, early collaboration, and disciplined planning. We
work closely with the Village, design team, and trade partners to ensure pricing aligns with project goals and supports informed
decision-making throughout the process.
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ID Task
Mode
Task Name Duration Start Finish
1 CMAR Selection 1 day Mon 7/6/26 Mon 7/6/26
2 Preconstruction Services 180 days Tue 7/7/26 Mon 3/15/27
3 Utility Extension Design 40 days Tue 1/19/27 Mon 3/15/27
4 Utilitiy Extension Bidding & Construction 120 days Tue 3/16/27 Mon 8/30/27
5 Mobilize & Erosion Control 5 days Tue 3/16/27 Mon 3/22/27
6 Site Cut & Fills 5 days Tue 3/23/27 Mon 3/29/27
7 Pond Construction 10 days Tue 3/30/27 Mon 4/12/27
8 Storm Drainage 10 days Fri 4/9/27 Thu 4/22/27
9 Excavate Building Lower Level 6 days Tue 3/30/27 Tue 4/6/27
10 Lower Level Foundations 20 days Tue 4/6/27 Mon 5/3/27
11 Stair & Elevator Masonry Shafts 15 days Thu 4/29/27 Wed 5/19/27
12 Parking Level Precast 12 days Thu 5/20/27 Fri 6/4/27
13 Waterproofing Lower Half 5 days Tue 5/4/27 Mon 5/10/27
14 Partial Backfill 2 days Mon 5/10/27 Tue 5/11/27
15 Balance Waterproofing 5 days Tue 5/11/27 Mon 5/17/27
16 Balance Backfill 3 days Mon 5/17/27 Wed 5/19/27
17 Precast Waterproofing 5 days Mon 6/7/27 Fri 6/11/27
18 Precast Topping 6 days Mon 6/14/27 Mon 6/21/27
19 First Floor Steel Framing 25 days Tue 6/22/27 Mon 7/26/27
20 Lower Level Underfloor MEP 7 days Mon 6/7/27 Tue 6/15/27
21 Lower Level Masonry Partitions 20 days Wed 6/16/27 Tue 7/13/27
22 Lower Level SOG 10 days Wed 7/14/27 Tue 7/27/27
23 Level One Exterior Wall Framing 25 days Tue 7/27/27 Mon 8/30/27
24 Soffit Framing 15 days Tue 8/31/27 Mon 9/20/27
25 Roof Blocking & Window Blocking 15 days Tue 8/24/27 Mon 9/13/27
26 Roof Tops Curbs 5 days Fri 9/3/27 Thu 9/9/27
27 Roofing 12 days Tue 9/14/27 Wed 9/29/27
28 Metal Pan Stairs 15 days Wed 7/28/27 Tue 8/17/27
29 Air Barrier 10 days Tue 9/7/27 Mon 9/20/27
30 Brick Veneer 25 days Thu 9/16/27 Wed 10/20/27
31 Metal Composite Siding 20 days Mon 10/18/27 Fri 11/12/27
32 Windows and Storefronts 20 days Thu 10/21/27 Wed 11/17/27
33 Overhead Doors 10 days Thu 10/21/27 Wed 11/3/27
CMAR Selection
Preconstruction Services
Utility Extension Design
Utilitiy Extension Bidding & Construction
Mobilize & Erosion Control
Site Cut & Fills
Pond Construction
Storm Drainage
Excavate Building Lower Level
Lower Level Foundations
Stair & Elevator Masonry Shafts
Parking Level Precast
Waterproofing Lower Half
Partial Backfill
Balance Waterproofing
Balance Backfill
Precast Waterproofing
Precast Topping
First Floor Steel Framing
Lower Level Underfloor MEP
Lower Level Masonry Partitions
Lower Level SOG
Level One Exterior Wall Framing
Soffit Framing
Roof Blocking & Window Blocking
Roof Tops Curbs
Roofing
Metal Pan Stairs
Air Barrier
Brick Veneer
Metal Composite Siding
Windows and Storefronts
Overhead Doors
25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 29 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13
May June July August September October November December January February March April May June July August September October November December January February March April May June
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Village of Germantown
Police Department
Tue 5/19/26 Moore Construction Services
Project: GermantownPD.mpp
Date: Tue 5/19/26
Page 143 of 205
ID Task
Mode
Task Name Duration Start Finish
34 Lower Level Overhead MEP 15 days Thu 9/30/27 Wed 10/20/27
35 First Floor Overhead MEP 25 days Wed 10/13/27 Tue 11/16/27
36 Lower Level Partitions 15 days Thu 10/21/27 Wed 11/10/27
37 First Floor Partitions Framing 20 days Wed 11/17/27 Tue 12/14/27
38 In-Wall MEP Rough-in First Floor 20 days Wed 12/1/27 Tue 12/28/27
39 Drywall 25 days Wed 12/22/27 Tue 1/25/28
40 Elevator 10 days Wed 1/26/28 Tue 2/8/28
41 First Coat Paint Lower Level 5 days Thu 11/11/27 Wed 11/17/27
42 First Coat Paint First Floor 8 days Wed 1/26/28 Fri 2/4/28
43 Ceiling Grid 12 days Mon 2/7/28 Tue 2/22/28
44 Hard Tile floors 12 days Wed 2/23/28 Thu 3/9/28
45 Epoxy Floors 10 days Wed 2/23/28 Tue 3/7/28
46 Millwork First Floor 15 days Wed 2/23/28 Tue 3/14/28
47 First Floor Flooring 15 days Wed 3/15/28 Tue 4/4/28
48 Doors & Hardware 15 days Wed 3/15/28 Tue 4/4/28
49 Overhead MEP finishes 15 days Wed 2/23/28 Tue 3/14/28
50 Ceiling Tile 12 days Wed 3/15/28 Thu 3/30/28
51 MEP Finishes 12 days Mon 2/7/28 Tue 2/22/28
52 Misc Accessories 10 days Wed 2/23/28 Tue 3/7/28
53 Final Coat Paint Lower Level 7 days Wed 3/15/28 Thu 3/23/28
54 Final Coat Paint First Floor 8 days Wed 4/5/28 Fri 4/14/28
55 Prepunch 12 days Mon 4/17/28 Tue 5/2/28
56 Punchlist 12 days Wed 5/3/28 Thu 5/18/28
57 Occupancy 7 days Fri 5/19/28 Mon 5/29/28
58 Site Improvements
59 Site Utilities 20 days Fri 4/23/27 Thu 5/20/27
60 Site Concrete 15 days Tue 10/19/27 Mon 11/8/27
61 Site Paving 5 days Tue 11/9/27 Mon 11/15/27
62 Landscaping 15 days Mon 5/1/28 Fri 5/19/28
Lower Level Overhead MEP
First Floor Overhead MEP
Lower Level Partitions
First Floor Partitions Framing
In-Wall MEP Rough-in First Floor
Drywall
Elevator
First Coat Paint Lower Level
First Coat Paint First Floor
Ceiling Grid
Hard Tile floors
Epoxy Floors
Millwork First Floor
First Floor Flooring
Doors & Hardware
Overhead MEP finishes
Ceiling Tile
MEP Finishes
Misc Accessories
Final Coat Paint Lower Level
Final Coat Paint First Floor
Prepunch
Punchlist
Occupancy
Site Utilities
Site Concrete
Site Paving
Landscaping
25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 10 15 20 25 30 4 9 14 19 24 29 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13
May June July August September October November December January February March April May June July August September October November December January February March April May June
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Village of Germantown
Police Department
Tue 5/19/26 Moore Construction Services
Project: GermantownPD.mpp
Date: Tue 5/19/26
Page 144 of 205
20.
May 18 th, 2026
Phil Lazarski
Bond Manager
2100 Stewart Ave
Suite 235
Wausau, WI 54401
(715) 688-9888
Contractor: Moore Construction Services, LLC
Project: Village of Germantown Police Department Facility
N122W17177 Fond du Lac Avenue
Germantown, WI 53022
To Whom It May Concern:
Moore Construction Services, LLC is a highly valued customer of Liberty Mutual Insurance Company.
We consider Moore Construction Services, LLC to be a financially sound and well-managed company
Liberty Mutual Insurance Company is willing to extend surety credit to Moore Construction Services, LLC
in the amount of $75,000,000 for single projects with an aggregate bonding limit of $150,000,000.
Liberty Mutual Insurance Company reserves the right to perform normal underwriting at the time of any
request including, but not limited to, a review of contract documents and bond forms, confirmation of
project financing, and a review of any other pertinent underwriting documents.
This letter is not an assumption of liability nor is it a bond. Any arrangement for bonds is a matter
between Moore Construction Services, LLC and Liberty Mutual Insurance Company. We assume no
liability to you or to third parties if for any reason we do not supply said bond or bonds.
Liberty Mutual Insurance Company is listed on the U.S. Department of the Treasury’s Listing of
Approved Sureties (Department Circular 570). Liberty Mutual Insurance Company is licensed to transact
business in all states and many international jurisdictions and has a rating of “A” and a financial size
category of “XV” in the A.M. Best’s Insurance Guide.
Sincerely,
Phil Lazarski AFSB
Liberty Mutual Surety
PROOF OF INSURANCE AND BOND ABILITY
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Page 184 of 205
BUSINESS OF THE VILLAGE BOARD
MEETING DATE: July 20, 2026
PLACEMENT: Resolution
ITEM TITLE: Countywide EMS System Resolution (ACTION)
SUBMITTED BY: Matt Trebatoski, Village Administrator
SUMMARY EXPLANATION:
As you know, the Village of Germantown has been participating in a process with
Washington County and its 19 other municipalities to develop and potentially implement
a Countywide EMS System.
Over the course of the last six to seven months, including numerous meetings involving
chief elected officials, administrators, fire chiefs, and county officials, the collective
group has now reached a point of consensus on a recommended program to consider
for 2027.
Germantown Battalion Chief Ryker Holms will be at the meeting to present the
proposal, and Washinton County Emergency Chief Public Safety Officer Dave Seager
will also be on hand to answer questions.
The requested action is to adopt Resolution No. 14-2026: Supporting participation in
the Washington County Countywide EMS System and authorizing execution of the
Countywide EMS System Service Provider Agreement.
ATTACHMENT:
1. Countywide EMS System Proposal Presentation
2. Countywide EMS System Proposal Info graph
3. Washington County - EMS Support and Coordination System (Program
Framework and Administrative Structure)
4. Resolution No. 14-2026
STAFF RECOMMENDATION:
The proposal as presented will help the Village sustain the significant investment it
made in additional Fire/EMS personnel two years ago. The cost to maintain this level of
service will continue to rise year after year, beyond the rate of net new construction,
with simply factoring in contractual wage increase obligations and associated benefits.
This is in addition to capital equipment replacement and any other operational cost
increases.
The proposed County levy will financially assist the Village in meeting future funding
Page 185 of 205
needs for at least one of our departments (Fire/EMS) and consequently have a positive
impact on our other Village services, which are solely reliant on the Village’s levy
capacity. Unfortunately, levy limits and their effective loss of local control have been in
place since 2005 and are likely to continue in some form or fashion for the foreseeable
future.
The proposed Countywide EMS System funding will help replace the $177,000 annual
grant funding the Village has received from the County over the last three years (2024-
2026). It will also cover the majority of salaries and benefits increases for 2027 and help
offset some of the future years’ increases with an allowable 3-5% increase per year.
If the Village chooses not to participate, our residents would still be taxed through the
Countywide levy if the County decides to move forward with the plan, however the
generated funds would be re-distributed to the other participating municipalities and
their respective EMS service provider(s).
There seems to be much support from the other Washington County communities, as
many have already passed similar resolutions. While certainly not a perfect proposal or
program, this is a unique opportunity, and the financial need is real.
Recommended Action:
Move to adopt Resolution No. 14-2026: Supporting participation in the Washington
County Countywide EMS System and authorizing execution of the Countywide EMS
System Service Provider Agreement.
ACTION BY COMMITTEE:
Page 186 of 205
7/16/2026
1
Countywide EMS System Proposal7/20/2026
OverviewOverviewPrefaceThe NeedProject HistoryProject GoalsProject Details & ImpactDiscussion PointsQuestions & Recommended Action1
2
Page 187 of 205
7/16/2026
2
PrefaceThis presentation is accurate according to the most current details available as of 7/14/2026Exact funding amounts will vary based on the Department of Revenue 2026 equalized valuesThe proposal must still be discussed and voted on by the County Board, which may result in some changes
Understanding the NeedIncrease in EMS demandIncrease in EMS scopeIncreasing cost to provide service Declining volunteerism and civic engagementState imposed levy limit3
4
Page 188 of 205
7/16/2026
3
Project launch•Discussions ongoing for 3 years•Annual County EMS grant funding ending (2024-2026). Reduction of $177,000 in revenue to Village•Taskforce meets multiple times per month to develop project details
2023
WCFCA requests assistance2024
$1,000,000 annual County EMS grant2024-2025
County funded needs assessment2026
Stakeholder taskforce to form project
cc
Project Goals
Provide stable funding mechanism via County EMS system levyRetain local operational control over fire and EMS servicesProvide efficiencies where practicable to limit future cost increasesEstablish a system foundation on which future improvements can be built
5
6
Page 189 of 205
7/16/2026
4
County EMS Funding BasicsCounty levies a tax equally across the CountyCounty redistributes funds 75% of funds direct to municipality used for any EMS costs25% of funds as a grant to DepartmentsAnnual adjustments2% - 5% increases determined by actual cost increaseAbove 5% would require additional County Board approvals
Germantown Impact 2027$3,509,166 Levied across entire County$0.12 Mill rate$549,466 Village of Germantown portion$51 on a $400,000 homeBase: $321,272.25 Directly to the Village for EMS costsCan supplant existing County grant fundsGrant: $107,090.75 As a grant to the DepartmentMore restrictive allowable uses~$45,000 In value from administrative efficiencies
7
8
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7/16/2026
5
County EMS Funding UseYear 1: Village may use base funds to supplant the expiring $177,000 County GrantGrant ($107,091) portion uses:Continuing educationDurable EMS equipmentCapital OutlayWellness & fitness programsRecruitment & retentionBase ($321,272) portion uses: Any EMS cost (Salaries, Benefits, Supplies, Capital, Outlay, etc.)
2027 With & Without County EMS Funding2027With County EMS+$144,272Change in County Funding over Previous Year$220,000Estimated Salaries and Benefits Increase$75,728Additional Village Levy Contribution Needed2027Without County EMS-$177,000Change in County Funding over Previous Year$220,000Estimated Salaries and Benefits Increase$397,000Additional Village Levy Contribution Needed- Does not include any non-salary/benefit cost increases nor debt service- Baird provided estimates to GGF projecting an increase of $250,000 in Village levy capacity in 2027 (Actual levy increase is unknown until net new construction numbers become available)
9
10
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7/16/2026
6
Preliminary examples only, figures will vary.
2% to 5% Increase Differences(Tax Levy)(Tax Levy)
11
12
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7/16/2026
7
Discussion PointsCountywide EMS System may continue without all municipalities/departments approvingAll County residents levied equallyIf a municipality opts-out, that budget gets reallocated to other municipalities involvedRetains majority of local controlMinimal requirements for participatingAnnual reportingCollaboration to identify future efficiencies No-penalty back-out if program does not meet Village expectationsProgram is a tax increaseTo continue operations at the current level tax increase must occurAlternative FundingFire Protection FeeVehicle Registration Fee (Wheel Tax)
Questions?Recommendation:Adoption of Resolution #14-2026: Supporting participation in the Washington County Countywide EMS System and authorizing execution of the Countywide EMS System Service Provider Agreement 13
14
Page 193 of 205
Volunteer Retention $500,000
$3,509,166
$273,561
$2,735,605
Administrative
Base EMS Levy
Total County Levy
Germantown's
Contribution$549,466
IMPACT
COUNTYWIDE
EMS PROPOSAL
VILLAGE OF GERMANTOWN
PROPOSAL
Washington County will levy a
tax and distribute funding to
municipalities, for the
continuation of EMS under
local control.
OBJECTIVE
Provide a fiscally responsible
and sustainable funding
mechanism for EMS across
Washington County while
providing Municipal funding
relief.
INSIGHTS
• Funding is in line with
demand.
• Provides a foundation that
can be expanded.
• Maintain local EMS control.
$51
Impact on a
$400,000 Home
ANNUAL BENEFIT
Year 1: $428,363
Up to 5%
Covers 100%
Ongoing Support
of County funds for Germantown EMS Services
annual increases factored from actual cost increases
of anticipated Year 1 EMS cost increases
of a portion of EMS cost increases for future years
SUSTAINABLE LOCAL CONTROL STRONGER TOGETHER
Cost Control
VILLAGE OF GERMANTOWN
Utilizing established
SMART goals to
limit annual cost
increases and bend
the green line
downward.
Page 194 of 205
Washington County EMS
Support and Coordination System
Program Framework and Administrative Structure
1. Purpose
The Washington County EMS Service Support and Coordination System (System) is
established to support reliable emergency medical services throughout Washington
County through transparent County funding, municipal accountability, ambulance-service
provider performance, and coordinated first responder support.
The System recognizes that timely first responder services provided by fire departments
and other licensed or authorized EMS agencies are an essential part of the County EMS
continuum, particularly in areas where transport-unit travel time, rural geography, or
simultaneous call demand can delay definitive ambulance arrival.
The Program also recognizes that reliable and cooperative EMS transport services are an
equally essential part of the County EMS continuum. Rising call volume, insufficient
reimbursement, rising costs and strained volunteers are putting unprecedented stress on
departments, municipalities and taxpayers. County funds shall relieve immediate fiscal
stress, increase collaboration and mitigate long term cost increases through incentivized
cooperation.
The Program is further designed to incentive and facilitate cooperative agreements (i.e.
West Bend / Kewaskum – Slinger / Lifestar) to mitigate long term costs increases to
taxpayers and strengthen Washington County’s rich heritage of volunteerism.
2. Guiding Principles
• County funds should purchase a defined public EMS benefit: readiness, coverage,
response capacity, and measurable system improvement.
• Municipalities retain authority to select and contract with the licensed EMS provider
serving their community.
• Fire departments and other EMS first responder agencies that provide patient-care,
scene-support, and readiness functions in coordination with transport providers
should receive defined EMS-only support that is tied to documented first responder
responsibilities and measurable readiness expectations.
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• Licensed EMS providers retain responsibility for compliance with Wisconsin DHS
licensure, operational-plan, service-director, medical-director, staffing, QA/QI,
credentialing, and patient-care requirements.
• Funding allocation must be transparent, rational, consistently applied, and restricted
to EMS purposes.
• Coordination will improve reliability and efficiency without creating the need for
County operational control over independent providers
3. Legal and Administrative Framework
The System is intended to operate as a county-funded, municipally administered,
contracted-provider EMS model. Under this model, Washington County shall
appropriate and administer funds to support the availability, readiness, coordination, and
improvement of emergency medical services within the County. Participating
municipalities shall receive County EMS support through intergovernmental agreements
and shall use those funds to directly provide EMS, contract with one or more licensed
ambulance service providers, support licensed non-transporting EMS providers or fire
departments providing or supporting authorized EMS first responder services.
Wisconsin law recognizes that counties and municipalities may provide ambulance and
emergency medical services directly or through contracts with qualified providers. Wis.
Stat. § 59.54(1) authorizes a county board to establish, maintain, or contract for
ambulance service and permits the County to contract with one or more providers. Wis.
Stat. § 66.0301 authorizes counties, cities, villages, and towns to enter into
intergovernmental cooperation agreements for the receipt or furnishing of services, the
joint exercise of lawful powers or duties, the proration of expenses, the deposit and
disbursement of appropriated funds, budget approval, and the formation and
administration of contracts.
The System is therefore intended to create a clear chain of accountability:
a. Washington County shall establish the EMS funding program, appropriate
available funds, adopt eligibility and accountability requirements, enter into
intergovernmental agreements with participating municipalities, maintain
financial oversight, and facilitate countywide EMS cooperation, coordination and
planning.
b. Participating municipalities shall remain responsible for securing EMS
coverage for their residents and territory, whether through direct municipal
operation, a joint or cooperative arrangement, or a written contract with one or
more licensed EMS providers. Municipalities receiving County funding shall use
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those funds only for approved EMS purposes and shall maintain documentation
demonstrating that funded services are available and being delivered.
c. Contracted EMS service providers shall remain independently responsible for
all licensure, staffing, operational, clinical, reporting, quality-assurance, medical-
direction, and patient-care obligations imposed by Wisconsin law and
administrative rule. County or municipal funding does not transfer those
regulatory responsibilities to the County.
Chapter 256 of the Wisconsin Statutes establishes the statewide EMS regulatory structure
administered by the Wisconsin Department of Health Services. Under that chapter, EMS
services are delivered through approved and licensed EMS programs and providers,
including ambulance service providers and non-transporting EMS providers. The
Program shall require that any provider receiving County-supported funds for EMS
service delivery maintain all licenses, approvals, and operational authority required by
Wis. Stat. ch. 256 and Wis. Admin. Code ch. DHS 110.
Wis. Admin. Code ch. DHS 110 establishes the operational requirements applicable to
EMS providers. These requirements include provider licensing, operational-plan
approval, credentialing of EMS professionals, medical direction, service-director
responsibility, staffing, equipment, patient-care reporting, quality assurance, and
compliance with approved EMS scope-of-practice requirements. A contracted ambulance
service provider or non-transporting EMS provider must maintain a current DHS-
approved operational plan and remain responsible for the services it provides under that
plan. County participation, funding, coordination, or advisory recommendations shall not
supersede the authority of the licensed provider’s service director or medical director.
The County may support licensed fire departments and other eligible EMS first responder
agencies that provide authorized non-transporting EMS response, assist ambulance
providers, provide early patient care, support scene safety, assist with patient movement,
participate in mutual aid, or otherwise contribute to the EMS response continuum. Such
support shall be limited to documented EMS-related readiness, training, staffing,
equipment, communications, supplies, quality improvement, medical direction, and
response functions. County EMS funding shall not be used as unrestricted support for
unrelated fire-suppression or general governmental operations.
The County shall not represent itself as an ambulance service provider, non-transporting
EMS provider, medical director, service director, or clinical authority. The County’s role
under this System is limited to funding, intergovernmental cooperation, coordination,
contract administration, performance oversight, system planning, and advisory support.
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All System documents, funding agreements, and provider contracts should be reviewed
by County and municipal counsel for consistency with Wis. Stat. chs. 59, 60, 61, 62, 66,
and 256; Wis. Admin. Code ch. DHS 110; applicable levy-limit, budget, procurement,
open-meetings, and public-records requirements; existing municipal service agreements;
and any collective-bargaining, insurance, or liability obligations applicable to
participating entities.
Authority / Requirement Program Application
County EMS System County shall structure funding and agreements to support
defined ambulance-service outcomes, subject to counsel
confirmation of authority, levy limits, and appropriation process.
Intergovernmental cooperation County and municipalities shall use written agreements (IGAs)
to allocate responsibilities, funds, reporting, and performance
expectations.
Municipal EMS authority Participating municipalities remain responsible for retaining or
contracting with service providers and meeting their local
service obligations.
EMS Service Provider &
DHS EMS regulation
Each service provider remains independently licensed and
responsible for its DHS operational plan, service director,
medical director, credentialing, and clinical governance.
First responder EMS support Program support for licensed fire departments and other first
responder agencies must be limited to defined EMS-related
services, documented responsibilities, and auditable EMS-only
expenditures; it does not convert a non-transport first responder
agency into the EMS service provider.
4. System Roles
The effectiveness of this System depends on a clear division of responsibility among
Washington County, participating municipalities, EMS transport providers, and fire
departments or other first responder agencies. The System is designed to strengthen the
full EMS response continuum—not to centralize control of independently licensed
providers or displace local authority.
Accordingly, the System recognizes that sustainable EMS service requires support for
both transport-provider readiness and first-responder readiness. County funding may
support each role when it is tied to documented EMS responsibilities, measurable public
benefit, and compliance with applicable law, agreements, and system requirements.
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Entity Responsibilities
County Board /
Public safety Committee
Appropriate Program funds; approve annual funding
formula; approve agreements; approve grants and
cooperative incentives; receive annual performance and
financial reports; retain final policy and fiscal authority.
County /
Chief Public Safety Officer
Administer agreements; verify eligibility; process
payments; maintain records; coordinate reporting;
prepare annual recommendations; encourage and
facilitate EMS continuum efficiency and cost mitigation
through cooperation and shared services; provide staff
support to the Advisory Committee.
Participating Municipality Maintain or procure ambulance-service coverage;
identify and support EMS first responder agencies
serving the municipality where applicable; execute
compliant provider and first responder agreements or
documented operating arrangements; restrict County
funds to approved EMS purposes; submit required
reports and certifications.
EMS Advisory Committee Advise only. Analyze system performance, transport and
first responder readiness, funding priorities, cooperation
and coordination opportunities, medical direction
collaboration, mutual aid, communications, training,
quality improvement, and improvement
recommendations.
EMS Service Provider Deliver contracted transport capable EMS service;
maintain licensure and operational-plan compliance;
coordinate with designated first responder agencies;
report performance and financial use of County-derived
funds to its municipal contracting party; participate in
appropriate regional coordination.
EMS First Responder Agency /
Fire Department
Provide agreed EMS first response, patient-care support
within its authorized scope, scene support,
communications, documentation, and coordination with
the transport provider; maintain applicable training,
storage, equipment, credentialing, and reporting; account
separately for County-derived EMS support.
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5. Eligibility
A municipality is eligible for System funding only if it executes a County-Municipality
Agreement and certifies that it has a current written agreement with a DHS-licensed EMS
service provider for the service period. Where a licensed fire department or other first
responder agency provides organized EMS first responder support or services that assist
the transport provider, the municipality must also identify the first responder role and
maintain a written agreement, operating guideline, policy, or other documented
arrangement defining that role, the service area, communication expectations, and the
permitted use of System funds.
County funds may be used only for approved EMS purposes, including ambulance-
service contract payments, EMS staffing and readiness, EMS supplies and equipment,
EMS training and credentialing, medical direction, QA/QI, billing and reporting systems,
communications, first responder readiness and response support, and other documented
EMS-related costs. Eligible first responder costs may include EMS training and
credentialing, EMS medical supplies and equipment, EMS communications and alerting,
EMS response equipment, EMS-related protective equipment, EMS documentation and
QA/QI participation, EMS transport vehicles, personnel and equipment storage and
space, EMS transport vehicles, personnel and equipment storage and space, and a defined
readiness or response payment for documented first responder services.
• County funds may not be used for non-EMS fire suppression, general
municipal operations, or unrelated capital costs unless expressly authorized in the
annual System plan and documented as an EMS-eligible cost.
• A fire department receiving System-supported funds must separately identify
and account for the EMS portion of its expenditures
• Funding is contingent on timely reporting, compliance certifications, audit
access, and correction of material deficiencies.
• Payments may be withheld, reduced, recaptured, or redirected after notice and
opportunity to cure if funds are misused or contractual requirements are not met.
• Municipal supplanting of previous County Fire / EMS grants is permitted.
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6. Funding Methodology
The County Board shall annually approve a funding methodology that is rationally
related to EMS need and County policy objectives. The methodology should be published
before execution of annual funding schedules and should avoid unexplained or
discretionary distributions. The methodology may allocate support both for transport-
provider readiness and for defined first responder services that materially improve patient
access, early care, scene safety, and transport-provider effectiveness.
Recommended Component Purpose
Equalized Value Allocation /
Distribution
Recognizes the apportionment percentage
of a municipality.
Performance / improvement Incentive Supports measurable improvements in
cooperation or service sharing that
improves service reliability, coordination,
or documented efficiency initiatives.
Administrative Allocation Provides funding to the County for
System administration.
First responder readiness and response
allocation
Provides funding for incentives intended
to support recruitment and retention of
volunteer EMS first responders.
The annual funding schedule should identify each participating municipality, its provider,
its calculated allocation, the authorized use categories, payment timing, and any
conditions specific to that funding year.
7. Washington County EMS Advisory Committee
The County Executive shall establish and appoint an EMS Advisory Committee to
provide nonbinding recommendations. Membership should include the fire chief, EMS
director, or equivalent executive representative of each participating transport provider;
the service medical director(s) or a designated medical director representative; and the
County Chief Public Safety Officer. The County may also include nonvoting technical
advisors as appropriate.
Committee recommendations do not alter a provider operational plan, clinical protocol,
medical direction authority, municipal contract, or County funding decision unless
adopted by the transport service provider.
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• The Committee shall not direct field operations, assign service areas, compel
participation in a protocol, or exercise clinical authority over a provider.
• The Committee shall operate consistent with applicable public-meeting and
public-record requirements.
8. First Responder Support and Accountability
The System recognizes that ambulance transport capacity alone does not ensure timely
patient access to care. Participating municipalities may use System funds to support
licensed fire departments and other EMS first responder agencies that provide or support
documented EMS first response in coordination with the municipality’s transport
provider. First responder support must remain restricted to EMS-related readiness,
response, patient-care, documentation, training, communications, equipment, supplies,
storage, and other approved EMS functions.
9. Reporting, Performance, and Transparency
• Annual municipal certification of eligible expenditures and provider coverage
status.
• Annual transport-provider and first responder performance report delivered
through the municipality, including unit or responder availability, call volume,
response-time data where available, mutual-aid activity, workforce and
staffing status, EMS training and QA/QI participation, coordination
performance, and material service interruptions.
• Annual County EMS System report identifying revenues, allocations,
expenditures, outcomes, system gaps, and recommended improvements.
• County and municipal audit access to System records and underlying provider
records relating to County-derived funds, subject to patient-privacy and other
legal protections.
10. System Boundaries
Nothing in the System creates a joint EMS district, consolidates providers, transfers
municipal authority, establishes a County EMS operational plan, or changes provider or
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first responder agency licensure. Any such action requires separate legal analysis,
approvals, agreements, and implementation steps.
11. Adoption and Annual Cycle
1. County Board adopts the System policy, annual appropriation, and annual funding
methodology.
2. County enters County-Municipality Agreements with participating municipalities.
3. Each municipality verifies or executes its EMS Service Provider Agreement and,
where applicable, a first responder agreement or documented operating arrangement.
4. County verifies eligibility and issues payments according to the approved schedule.
5. Advisory Committee recommends 3-year priorities, performance indicators, and
SMART goals to improve cooperation, coordination and cost mitigation measures.
6. County Board approves the annual report, determines revisions, and future
appropriations
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STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY
RESOLUTION NO. 14-2026
A RESOLUTION SUPPORTING PARTICIPATION IN THE WASHINGTON COUNTY
COUNTYWIDE EMS SYSTEM AND AUTHORIZING EXECUTION OF THE
COUNTYWIDE EMS SYSTEM SERVICE PROVIDER AGREEMENT
WHEREAS, Washington County is seeking to establish with its 20 municipal entities the
Washington County Countywide EMS System pursuant to Wis. Stat. § 256.12(2) for the purpose
of helping to administer, coordinate, and partially fund a countywide emergency medical
services system that ensures the availability of timely and professional prehospital emergency
medical care throughout Washington County; and
WHEREAS, Washington County views emergency medical services as an integrated
countywide essential service that utilizes both non-transporting Emergency Medical Responder
(EMR) agencies and transporting ambulance services licensed at the Emergency Medical
Technician (EMT), Advanced EMT, and Paramedic levels to provide rapid response to medical
and traumatic emergencies while ensuring continuity of care during transport to definitive
medical facilities; and
WHEREAS, the Washington County Countywide EMS System advances the County’s
strategic priorities of “supporting safe and secure communities” while promoting effective and
responsible government administration for the benefit of not only the Village’s taxpayers, but
Countywide; and
WHEREAS, the County and the Village of Germantown recognize the value of
intergovernmental collaboration, shared services, coordinated planning, and regional
partnerships as we’ve consistently explored as a pillar of our organizational priorities to improve
operational efficiency, enhance service delivery, and maintain essential services like EMS
service delivery in a fiscally prudent and responsible manner; and
WHEREAS, Wis. Stat. § 66.0602(3)(e)6. provides that county tax levies for a
countywide emergency medical services system are exempt from the levy limit restrictions
established under Wis. Stat. § 66.0602(2); and
WHEREAS, the Germantown Fire Department ("Provider") desires to participate in the
Washington County Countywide EMS System and recognizes the mutual benefits of
participation, including improved emergency medical services for residents, enhanced
collaboration among providers, increased efficiency in service delivery, access to countywide
resources, and most importantly, sustainable funding support necessary to maintain high-quality
emergency medical care; and
WHEREAS, the Village President, Village Administrator, and Fire Chief through their
efforts with Washington County finds that participation in the Countywide EMS System is in the
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RESOLUTION NO. 14-2026
Page 2
best interests of the residents and communities served by the Provider by providing an
opportunity for a sustainable funding source the Village of Germantown, its residents, and the
communities we partner with would otherwise not have access to.
NOW THEREFORE, BE IT RESOLVED by the Village Board of the Village of
Germantown hereby expresses its support for participation in the Washington County
Countywide EMS System because the agreement, as currently presented, maintains local control
of the Germantown Fire Department and provides a mechanism to ensure future generations will
be served by the same high-quality paramedic-level EMS professionals now and for future
generations; and
BE IT FURTHER RESOLVED, that the Village Board supports the goals and objectives
of the Washington County Countywide EMS System, including the provision of coordinated,
high-quality, sustainable, and efficient emergency medical services throughout Washington
County improving the quality of life for all our County’s residents; and
BE IT FURTHER RESOLVED, that the Village Board authorizes and directs its Village
President, Village Administrator, and Fire Chief to continue to negotiate on the community’s
behalf and to execute the Washington County Countywide EMS System Service Provider
Agreement when it is determined to be in its ‘final form’ and any related documents necessary to
effectuate participation in the Countywide EMS System, which shall be forwarded back to the
Village Board for final ratification at a future date and time; and
BE IT FURTHER RESOLVED, that a copy of this Resolution shall be forwarded to
Washington County as evidence of the Village Board’s support for and participation in the
Washington County Countywide EMS System.
Adopted: July 20, 2026
______________________________________
Robert A Soderberg, Village President
ATTEST:
____________________________________
Donna Ott, Village Clerk
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Source: Village of Germantown website. First collected Oct 7, 2026.