April 2, 2026 Village Board of Trustees Meeting

Meeting AgendaMeeting AgendaMeeting Agenda F r e d o n i a V I L L A G E B O A R DF r e d o n i a V I L L A G E B O A R DF r e d o n i a V I L L A G E B O A R D A D M I N I S T R A T O R C H R I S T O P H E E . J E N K I N S C L E R K M I C H E L L E T . J O H N S O N D P W D I R E C T O R E R I C P A U L U S F I R E C H I E F B R I A N W E Y K E R M A R S H A L E R I C L E E T T R E A S U R E R J U L I E U P S O N President Peter Lenz board of trustees r i c h a r d a b e g g l e n j e s s i c a f r a n c k V a c a n c y n a t a l i e e i p p e r t D J S y r i n g S h a n e V a n R o o Thursday, aPRIL 2 , 2026 AT 7:00pmND Fredonia Government Center board room 242 Fredonia Ave, Fredonia WI 53021 The following business will be before thevillage board for initiation, discussion,consideration, deliberation, and possibleformal action. 1. cALL TO oRDEr 2. pLEDGE OF aLLEGIANCE / ROLL CALL 3. Public comment Please note that public comments are limited to 5 minutes per person. 4. Consent Agenda: a. Approve Minutes of theMarch 5 and March 19 , 2026 Village Board of Trustees Meetings th th b. Approve General Fund, Water and Sewer Invoices 5. Items for Action and / or Discussion: a. Discussion and Possible Action on Resolution 2026-02: A Preliminary Resolution Declaring Intent to Exercise Special Assessment Police Powers Pursuant to Wis. Stat. 66.0703 for Improvements Including the Installation of Sidewalks on Washington Ave. Our Mission: “We are a proactive and results- oriented community, continuously moving forward and planning for the future. We are committed to responsibly serving our community and embracing new ideas. By developing and supporting a quality growth strategy, we strive to deliver exceptional services and foster a thriving environment for the betterment of the Village.” Our Vision: “Our vision for the Village of Fredonia is to cultivate a sense of pride among its residents, promoting a vibrant community where people can live, work, and gather. We envision a municipality that experiences continual and steady growth, both in terms of infrastructure and economic opportunities. Our goal is to create an inviting and thriving environment that attracts individuals, families, and businesses, making the Village of Fredonia a place where people can build meaningful lives and contribute to its prosperous future.” b. Motion to Order the Village Clerk to Set a Public Hearing on May 7 ,2026 at 7:00PM to Hear Public Comment on and Reaction to the Proposed Levying Of Special Assessments for Sidewalk Improvements Associated with the Reconstruction of Washington Avenue. th e. Discussion and Possible Action on the Developers Agreement with Hillcrest Builders. This topic may necessitate a closed session discussion. f. Motion to Adjourn into Closed Session Pursuant to WI State Statute 19.85(1)(e) "Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session (Developers Agreement with Hillcrest Builders). g. Motion to Adjourn into Open Session. h. Discussion and Possible Action on the Developers Agreement with Hillcrest Builders. 6. Correspondence 7. Items for Future Consideration 8. Motion to Adjourn UPCOMING MEETINGS: Parks and Recreation Committee: April 9 , 2026th Village Board: April 19 ,2026th Planning Commission: April 13 , 2026th Open Book: April 28 , 2026th Our doors are Always open! Do you have a question or concern? We want to hear from you. All elected officials are accessible via email through the Village Board page on the Village’s website. Follow us on FaceBook, check out our website, sign up e-notifications, call or stop by Village Hall to stay informed! 242 Fredonia Ave. PO Box 159 Fredonia, WI 53021 (262) 692-9125 www.fredoniawi.gov Mon-Thurs 8AM-4PM Fri 8 AM-12PM StrategicStrategic PrioritiesPriorities Strategic Priorities Smart Residential, Industrial, & Commercial Growth Responsible Fiscal Policy Strong Sense of Community 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, contact the village clerk at (262) 692-9125. Village of Fredonia is inviting you to a scheduled Zoom meeting. Topic: Village Board of Trustees Time: Apr 2, 2026 07:00 PM Central Time (US and Canada) Join Zoom Meeting https://us02web.zoom.us/j/82733462385? pwd=ghuis7wvUxdB0L29xPDK8IteW0993v.1 Meeting ID: 827 3346 2385 Passcode: 601039 --- One tap mobile +13126266799,,82733462385#,,,,*601039# US (Chicago) +16469313860,,82733462385#,,,,*601039# US Join instructions https://us02web.zoom.us/meetings/82733462385/invitations? signature=OByLqGlsd-sDUEc_Hd- 9n_xVmXEeq8M1wi4OH5MQZjg FREDONIA VILLAGE BOARD MEETING MINUTES Thursday, March 5th, 2026 at 7:00 PM Fredonia Government Center - Board Room 242 Fredonia Avenue, Fredonia, Wisconsin 1. President Lenz called the meeting to order at 7:00 PM, followed by the Pledge of Allegiance. 2. Trustees Present: President Lenz, Trustee Abegglen, Trustee Franck, Trustee Syring, Trustee Eippert, Trustee Van Roo. Staff Present: Administrator Jenkins, Treasurer Upson, and Clerk Johnson. Public Present: Anne Redmond, member of the press. 3. Public Comments: None 4. Motion to Approve Minutes of the February 19th, 2026 Village Board of Trustees Regular Meeting, and General Fund, Water and Sewer Invoices made by Trustee Syring. Seconded by Trustee Abegglen. Passed by 6-0 voice vote. 5. Report on Village Committees By: a) Planning Commission: President Lenz explained the Commission reviewed a new zoning change request and CSM from Ms. Hannah Cholip for her commercial property that is primarily being utilized as a residence. The Commission recommended approval of the zoning change request and CSM to the Village Board. The Commission conditionally approved a new site plan for Nine Ladies Dancing and approved a residential shed permit application from a resident on a corner lot. 6. Items for Action and/or Discussion VILLAGE OF FREDONIA Find Your Moments Here a) Motion to Approve Resolution 2026-01: Authorizing the Borrowing of $821,300 from PWSB to Fund Equipment Purchases and Road Maintenance made by Trustee Franck. Seconded by Trustee Syring. Administrator Jenkins stated that the biennial borrowing package is strategically structured to spread out debt burden to taxpayers. This will fund all 2026 approved CIP projects and possible 2027 CIP projects. Administrator Jenkins explored three borrowing options: the State Trust Fund, the bond market and local lenders. Port Washington State Bank had the most competitive offer at 4% interest over ten years. The repayment structure is front-loaded to pay additional interest in the first year, freeing up debt capacity for future borrowing. The mil rate for debt impact is estimated to be increased to .92 from the current .87. Administrator Jenkins recommends a one-time $20-$30k payment from debt proceeds to bring the mil rate back down to not affect taxpayers which will be discussed further with the Finance Committee in advance of the 2027 annual budget. He has been explicit with department heads that the next two years are going to be lean in terms of capitol purchases until debt capacity frees up. Trustee Van Roo asked what the benefits to front- loading the initial payment. Administrator Jenkins responded that it allows the Village more freedom to manipulate the mil rate. Passed by 6-0 voice vote. b) Motion to Approve AI Addition to the Policies and Procedures Handbook and Employee Handbook made by Trustee Van Roo. Seconded by Trustee Eippert. Administrator Jenkins shared that Trustee Van Roo had mentioned an interest in creating an AI policy for the Village, and Trustee Abegglen had reviewed and advised the policy through his background in IT. He said the proposed policy allows AI to compliment the work of an employee, not replace them. He said several other municipalities have adopted similar policies. He has drafted an update to both the Employee Handbook and the Policies & Procedures Handbook. Vendors and contractors must align with both when working with the Village. Administrator Jenkins shared that the policy restricts biometric information, emotional analysis, social scoring or AI decision-making without human input. Trustee Abegglen stated that he approves of the policy. Trustee Van Roo wished to know who would be responsible for creating the associated technical documents. Administrator Jenkins has reached out to Digicorp and the County IT team for assistance. Trustee Van Roo asked what the sunset procedure would be. Administrator Jenkins will reassess annually with the Village’s IT team. Passed by 6-0 voice vote. c) Discussion and Possible Action on CSM 2026-01 Applicant: Hannah Cholip Agent: Adam DeGroot, Parish Survey and Engineering Address: 415 Fredonia Ave; Parcel Numbers 090500506002 and 090500505000 Administrator Jenkins shared that Ms. Cholip purchased a commercially- zoned property and is using it primarily as a residence. There was ample evidence in the property listing, seller’s disclosure, and in Village communications that the use of the property must be primarily commercial in nature. Shortly after purchasing the property, Ms. Cholip made an application to keep chickens on her property, it came to the Village’s attention that the primary use of her property is residential. Ms. Cholip made an initial rezoning request, which was denied by the Planning Commission. She returned with a second request and a CSM to adjust the lot lines of her two adjoining parcels to accommodate RS-3 Single Family Residential zoning. Administrator Jenkins stated that the Planning Commission recommends approval of the CSM and rezoning as presented. He stated RS-3 zoning is the most appropriate zoning district which would have the least impact to the abutting commercial district and is allowable in this circumstance because it will be used to rezone an already-existing parcel. Trustee Franck stated the decision was very difficult to make and Ms. Cholip was let down by her entire real estate team. President Lenz stated the Planning Commission begrudgingly recommended approval and asked if the Village could put conditions on the future sale of the property to revert to it’s commercial zoning. Administrator Jenkins said the zoning is what it is until a property owner requests a change. Motion to Approve CSM 2026-01, Applicant: Hannah Cholip, Agent: Adam Degroot of Parish Surveying and Engineering, Address: 415 Fredonia Ave Parcel Number 090500506002 made by Trustee Van Roo. Seconded by Trustee Abegglen. Passed by 6-0 voice vote. Motion to Approve the Rezoning of Parcel Number 090500506002 and a Portion of Parcel Number 090500505000 From B-1 Central Business District to RS-3 Single-Family Residential District made by Trustee Abegglen. Seconded by Trustee Franck. Passed by 6-0 voice vote. d) Discussion and Possible Action on the Purchase of Parcel Number 09- 050-06-24-008. This topic may necessitate a closed session discussion. Administrator Jenkins stated it was appropriate to adjourn into closed session because the Village continues to negotiate the purchase of the parcel. Motion to Adjourn into Closed Session Pursuant to WI State Statute 19.85(1)(e) "Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session (Purchase of Parcel Number 090500624008) made by Trustee Franck. Seconded by Trustee Eippert. Passed by 6-0 roll call vote. President Lenz: Aye Trustee Eippert: Aye Trustee Franck: Aye Trustee Abegglen: Aye Trustee Syring: Aye Trustee Van Roo: Aye Motion to Adjourn into Open Session made by Trustee Abegglen. Seconded by Trustee Franck. Passed by 6-0 roll call vote. President Lenz: Aye Trustee Eippert: Aye Trustee Franck: Aye Trustee Abegglen: Aye Trustee Syring: Aye Trustee Van Roo: Aye e) Discussion and Possible Action on Purchase of Parcel Number 09-050-06- 24-008: Motion to Proceed as Discussed in Closed Session made by Trustee Abegglen. Seconded by Trustee Eippert. Passed by 5-1 voice vote; Trustee Syring dissenting. 7. Correspondence: None 8. Items for Future Consideration: 9. Motion to Adjourn made by Trustee Abegglen. Seconded by Trustee Franck. Passed by 6-0 voice vote. FREDONIA VILLAGE BOARD MEETING MINUTES Thursday, March 19th, 2026 at 7:00 PM Fredonia Government Center - Board Room 242 Fredonia Avenue, Fredonia, Wisconsin 1. President Lenz called the meeting to order at 7:00 PM, followed by the Pledge of Allegiance. 2. Trustees Present: President Lenz, Trustee Abegglen, Trustee Franck, Trustee Syring, Trustee Eippert, Trustee Van Roo. Staff Present: Treasurer Upson, Clerk Johnson, Director Paulus, Chief Weyker, Marshal Leet Staff Excused: Administrator Jenkins 3. Public Comments: None 4. Motion to Approve General Fund, Water and Sewer Invoices made by Trustee Lenz. Seconded by Trustee Syring. Passed by 6-0 voice vote. 5. Report on Village Operations by: a) Village President: President Lenz thanked the Village DPW staff for their diligent response to the recent blizzard. He also shared that the Mid Moraine Municipal Association recently hosted a candidate forum and the upcoming election is on April 7, 2026. He shared the Village’s annual organizational meeting is scheduled for May 7, 2026. b) Village Administrator: Administrator Jenkins was excused, report on file. c) Village Marshal: Marshal Leet had a medical procedure and was unable to submit a report in time for posting of the agenda packet. He shared that he recently attended the Annual Chief’s Convention, which satisfies his training obligation for the year and is a good opportunity to network with law enforcement executives. He shared that Sgt. Wolf would be returning to duty at the end of April. VILLAGE OF FREDONIA Find Your Moments Here d) Fire Chief: Chief Weyker said his team took advantage of the heavy truck traffic in the area and was able to find a truck to perform excavation training techniques on. He shared a new report with the Board, explaining that the metrics will evolve as the team becomes more comfortable with manipulating the data available. He highlighted the significant drop in response times since the paramedic program became fully staffed: a difference of nearly five minutes to get an emergency crew on-site. e) DPW Director: Director Paulus shared that the DNR has completed its sanitary survey of the Village’s water system, and for the first time in the audit’s history, found zero deficiencies. f) Village Clerk: Clerk Johnson stated that absentee ballots have been mailed and will continue to be sent out as applications come in. She and Treasurer Upson conducted in-person absentee voting at Forest Haven. They were so busy they made two trips to ensure that each resident had an opportunity to register and/or vote. She has completed the election day schedule with her team of election inspectors. Polls will be open Tuesday, April 7, 2026, from 7:00AM-8:00PM. In-person absentee voting begins on March 24. She shared the team continues to explore grant opportunities and has applied for Congressionally Directed Spending to offset the cost of the fire truck purchase. She is working on the next alcohol licensing cycle. Applications have been changed again for the third time in four years. She will work closely with applicants and anticipates a smoother process in the future. The newsletter has been completed a week in advance and will be mailed with the water bills. g) Village Treasurer: Treasurer Upson sent dog license reminders to 51 residents and has had 28 responses so far. She will send another reminder after the deadline of March 31 st. She continues to work on the accounts receivable module for billables. The audit is ongoing, and CLA has been wonderful to work with so far. h) Building Inspector: Not present, no report on file. i) Ozaukee County District 2 Supervisor: Not present, Supervisor Paape shared via Clerk Johnson that Wednesday, March 18 th, 2026 was Youth Government Day at the Ozaukee County government buildings. 6. Items for Action and/or Discussion a) Discussion and Possible Action on The Creation of a New Zoning District; Sponsored by Trustee Van Roo. Trustee Van Roo would like the Board to consider the creation of a new zoning district that would allow lot sizes ½ to ¼ smaller than the smallest existing current allowable lot sizes. He said these micro lots would accommodate a tiny home or trailer. He also thought a new zoning district could support household occupations. Trustee Van Roo said it was important to consider flexibility and the affordability factor of smaller parcel sizes. Clerk Johnson added some context: she shared examples of RS-2 and RS-3 zoning district parcel sizes. She said that RS-3 is currently the smallest lot size of 8,000 sq. ft. and requires a dwelling of at least 1,080 sq. ft., however, it is no longer allowed to be created. An easy solution to Trustee Van Roo’s proposal could be to simply reinstate the zoning district. She said that just because a zoning district exists doesn’t mean a community must utilize it. Administrator Jenkins has reached out to like- size communities and found that some are exploring smaller zoning districts and ADU’s, but staff is waiting on direction from the Board to invest more time in the project. She shared that creating a new zoning would require a lot of work at the Planning Commission level and staff would need to revisit the Comprehensive Plan. President Lenz said lot sizes smaller than RS-3 would not accommodate a home that meets the needs of a family. Trustee Syring had concerns about the limited value that would be added to the Village if it approved a zoning district that would accommodate trailers versus the burden those trailer homes would place on the Village utilities. Trustee Van Roo does not see a negative to looking into his request. Trustee Franck stated the Village would be wasting resources and would not consider a new zoning district without first looking at the Comprehensive Plan. President Lenz agreed there is a cost associated with the exploration of a new zoning district. President Lenz did not hear a consensus amongst the trustees on a path forward and so asked for a motion. Motion to Refer the Creation of a New Zoning District and Exploration of the Reinstatement of the RS-3 Single Family Residential Zoning District made by Trustee Van Roo. Motion failed for lack of second. 7. Correspondence: None 8. Items for Future Consideration: None 9. Motion to Adjourn made by Trustee Syring. Seconded by Trustee Franck. Passed by 6-0 voice vote. In Progress Checks - Full Report - ALL 13:56 PM ACCTALL Checks by Payee GENERAL CHECKING & MONEY MARKET Dated From: Thru Account:Thru: ______________________________________________________________________________________Voucher Nbr Check Date Payee Amount From Account: 3/30/2026 Page: 4/02/2026 BARES, SIMON 100-00-53270-130-000 DPW CLOTHING WORK PANTS/SHORTS/SAFETY SHOES-3/30/26 286.71 BRUNT-033026 ______________________________________________________________________________________ 286.71Total 4/02/2026 BOEHLKE BOTTLED GAS CORP. 100-00-53240-351-000 GASOLINE/DIESEL HWY EQUIPMENT PROPANE 143.45 607576 ______________________________________________________________________________________ 143.45Total 4/02/2026 CONTREE SPRAYER AND EQUIPMENT COMPANY LLC 100-00-53310-390-000 SALT SNOW/ICE CONTROL 3400 GAL POLY VERTICAL TANK 3,799.27 87064 ______________________________________________________________________________________ 3,799.27Total 4/01/2026 DELTA DENTAL Manual Check Nbr: DD-040126 100-00-21530-000-000 INSURANCE DEDUCTIONS PAYABLE DENTAL/VISION PREMIUMS-APR 2026 378.02 1041775 ______________________________________________________________________________________ 378.02Total 4/02/2026 DREWS TRUE VALUE #0103-2 100-00-55201-350-000 FORESTRY REPAIR & MAINT HP 2 GAL MIX/PVC DWV CAP/WHT CAP SLIP 24.42 309357 ______________________________________________________________________________________ 24.42Total 4/02/2026 JIMMY B'S FREDONIA AUTOMOTIVE 660-00-53610-000-828 VEHICLE MAINT & EXP OIL CHANGE/ROTATE TIRES 85.73 20074 ______________________________________________________________________________________ 85.73Total 4/02/2026 MCMAHON ASSOCIATES INC 350-00-52230-306-000 OPERATING EXP. - MISCELLANEOUS FIRE & EMS ANALYSIS 2,197.15 401221 ______________________________________________________________________________________ 2,197.15Total In Progress Checks - Full Report - ALL 23:56 PM ACCTALL Checks by Payee GENERAL CHECKING & MONEY MARKET Dated From: Thru Account:Thru: ______________________________________________________________________________________Voucher Nbr Check Date Payee Amount From Account: 3/30/2026 Page: 4/02/2026 MENARDS-WEST BEND 630-00-54110-000-827 LAB SUPPLIES & EXPENSES DISTILLED WATER/STORAGE STRAPS/SOCKET TR 75.25 12009 100-00-53300-390-000 SUPPLIES/EXPENSES STREET MAINT ELITE POST MOUNT STD MAILBOXES 202.08 12188 ______________________________________________________________________________________ 277.33Total 4/02/2026 MID-AMERICAN RESEARCH CHEMICAL CORP. 660-00-53610-000-834 MAINTENANCE BUILDINGS/GROUNDS PRO-FLEX BLACK/BOWL CLIP 209.25 0873373-IN ______________________________________________________________________________________ 209.25Total 4/02/2026 MID-MORAINE MUNICIPAL ASSOCIATION 100-00-51100-320-000 DUES & CONVENTIONS 2026 MEMBERSHIP DUES 270.58 2026 DUES ______________________________________________________________________________________ 270.58Total 4/02/2026 NATIONAL SALT & SUPPLY COMPANY, INC 100-00-53310-390-000 SALT SNOW/ICE CONTROL 50# TRUSOFT SOLAR 328.79 43676 ______________________________________________________________________________________ 328.79Total 4/02/2026 OOSTBURG SEAMLESS GUTTERS LLC 100-00-51600-350-000 REPAIR/MAINTENANCE VILLAGE HAL 4" DOWNSPOUT EXTENSION 121.00 28854 ______________________________________________________________________________________ 121.00Total 4/02/2026 OZAUKEE COUNTY HWY. DEPT. 100-00-53310-390-000 SALT SNOW/ICE CONTROL SALT/SALT BRINE 2,075.22 BILL0036617 100-00-53240-351-000 GASOLINE/DIESEL HWY EQUIPMENT CASE TRACTOR LOADER DIESEL 360.76 BILL0036617 100-00-53240-350-000 REPAIR/MAINTENANCE HWY EQUIPME 07 STERLING DUMP TRUCK REPAIRS 1,460.03 BILL0036617 In Progress Checks - Full Report - ALL 33:56 PM ACCTALL Checks by Payee GENERAL CHECKING & MONEY MARKET Dated From: Thru Account:Thru: ______________________________________________________________________________________Voucher Nbr Check Date Payee Amount From Account: 3/30/2026 Page: 100-00-53240-351-000 GASOLINE/DIESEL HWY EQUIPMENT INTL DUMP TRUCK DIESEL 70.61 BILL0036617 100-00-53240-351-000 GASOLINE/DIESEL HWY EQUIPMENT 07 VERMEER CHIPPER DIESEL 135.82 BILL0036617 ______________________________________________________________________________________ 4,102.44Total 4/02/2026 PORT WASHINGTON STATE BANK 110-00-58200-620-000 ISSUANCE COSTS LICHTSINN & HAENSEL INVOICE 16926 1,750.00 LOAN-FEES ______________________________________________________________________________________ 1,750.00Total 4/02/2026 SABEL MECHANICAL, LLC. 660-00-53610-000-852 OUTSIDE SERVICES EMPLOYED GATE REPAIRS/INSTALL VALVE STEM 3,882.30 260142 ______________________________________________________________________________________ 3,882.30Total 4/02/2026 STRAND ASSOCIATES, INC. 100-00-51310-210-000 ENGINEERING SERVICES VILLAGE ENGINEERING SERVICES-CROSSWALKS 503.84 0236429 660-00-53610-000-852 OUTSIDE SERVICES EMPLOYED FACILITIES PLAN PREPARATION-WWTP 35,596.35 0236431 110-00-53400-820-000 ENGINEERING CPTL IMPROVEMENTS WASHINGTON AVE RECONSTRUCTION DESIGN 1,478.36 0236432 400-00-53100-210-000 HWY. & STREET ENGINEERING BUSINESS PARK EXPANSION CONSTRUCTION 470.41 0236430 ______________________________________________________________________________________ 38,048.96Total 4/02/2026 THE HOME DEPOT PRO 660-00-53610-000-834 MAINTENANCE BUILDINGS/GROUNDS 42IN WRAP/15FT GLOW ROD/RASPING JAB 195.45 1024723 660-00-53610-000-834 MAINTENANCE BUILDINGS/GROUNDS STOP RUST GLOSS-CLEAR 40.28 2025236 ______________________________________________________________________________________ 235.73Total 4/02/2026 WALDSCHMIDT'S TOWN & COUNTRY MART In Progress Checks - Full Report - ALL 43:56 PM ACCTALL Checks by Payee GENERAL CHECKING & MONEY MARKET Dated From: Thru Account:Thru: ______________________________________________________________________________________Voucher Nbr Check Date Payee Amount From Account: 3/30/2026 Page: 100-00-55200-350-000 PARKS REPAIR/MAINT EC240 SOD CUTTER 24" 635.00 920101 ______________________________________________________________________________________ 635.00Total 56,776.13Grand Total In Progress Checks - Full Report - ALL 53:56 PM ACCTALL Checks by Payee GENERAL CHECKING & MONEY MARKET Dated From: Thru Account:Thru: ______________________________________________________________________________________ Amount From Account: 3/30/2026 Page: 10,795.60Total Expenditure from Fund # 100 - GENERAL FUND 3,228.36Total Expenditure from Fund # 110 - CAPITAL PROJECTS 2,197.15Total Expenditure from Fund # 350 - FIRE DEPARTMENT 470.41Total Expenditure from Fund # 400 - TID NO. 3 75.25Total Expenditure from Fund # 630 - LABORATORY 40,009.36Total Expenditure from Fund # 660 - SEWER UTILITY 56,776.13Total Expenditure from all Funds Request for Board Consideration Item Description: Washington Ave Sidewalk Assessment Report Prepared By: Admin Jenkins Report Date: 3-31-26 Meeting Date: 4-2-26 Strategic Priority? o Smart Residential, Industrial, or Commercial Growth o Responsible Fiscal Priority o Supports Public Safety and Infrastructure o Encourages Open Communication and Collaboration o Strong Sense of Community Fiscal Summary: $5,816.48 Budget Line Item: N/A Wisconsin Statute or Local Ordinance: Ordinance 60-13 Background Analysis: Per our Ordinances, sidewalk is required to be installed on one side of each road in the village. As part of the scope of work on the Washington Ave reconstruction project, sidewalk repair and replacement are occurring, along with improvements to crosswalks. Historically, the Village has assessed 50% of the cost of sidewalk improvements to private property owners following the process laid out in Fredonia Ordinances and State Statutes. Staff Comments: Whether the Village wishes to specially assess and recoup the dollars for sidewalk is up to the appetite of the Village Board. Also, whether we cover 50% or charge a different amount to the property owner, is up to us. Property owners are not responsible when it’s a direct replacement of sidewalk effected due to utility upgrades. As part of the assessment process, notices will be sent, a public hearing set, and a payment structure to allow either payment in-full or split over 5 years. In total, the Village will recoup $5,816.48. Attached are the engineers report and breakdown of costs assessed to each property, along with the initial resolution. Administrator’s Recommendation: Approve Action Requested: Approval of Resolution 2026-02, and Set Public Hearing for May 7, 2026 Attachments: 1. Engineering Report (Strand) 2. Payment Report (Treasurer Upson) 3. Resolution (Clerk Johnson) VILLAGE OF FREDONIA Find Your Moments Here I • RESOLUTION 2026-02 A PRELIMINARY RESOLUTION DECLARING INTENT TO EXERCISE SPECIAL ASSESSMENT POLICE POWERS PURSUANT TO WIS. STAT. 66.0703 FOR IMPROVEMENTS INCLUDING THE INSTALLATION OF SIDEWALKS WHEREAS, pursuant to Wis. Stat. § 66.0703, the Village Board has deemed it necessary and in the best interests of the Village to specially assess property owners for the purpose of reconstructing and replacing sidewalks along Washington Avenue during its reconstruction. NOW, THEREFORE, BE IT RESOLVED: 1. The Village Board of the Village of Fredonia hereby states its intention to exercise its police power under Wis. Stat. § 66.0703 to levy a deferred special assessment against the properties described as follows: 200 N Milwaukee Street- Parcel Number 090520102000 316 Washington Avenue- Parcel Number 090520103000 312 Washington Avenue- Parcel Number 090520104000 308 Washington Avenue- Parcel Number 090520105000 304 Washington Avenue- Parcel Number 090520106000 2. The improvements shall include the installation of sidewalks. 3. The Village Board determines that these improvements constitute an exercise of the Village’s police power for the health, safety, and general welfare of the Village and its inhabitants. 4. The total amount assessed against the property shall not exceed the total cost of the improvements. The Village of Fredonia will pay for ½ of the cost of sidewalk installation project as per its policy. 5. The assessment shall be a deferred special assessment and shall become due upon the parcel being sold or built upon. The assessment against the parcel may be paid in a lump sum payment within 60 days after work is completed, or five annual payments with a two-percent (2%) interest charge, the number of which shall be determined by the Village Board at the public hearing on the proposed VILLAGE OF FREDONIA Find Your Moments Here assessments, or by written agreement with the owner of the subject property if the owner waives notice and hearing in writing pursuant to § 66.0703(7)(b). 6. The Village Engineer shall prepare a report which contains, at minimum, the items required by Wis. Stat. § 66.0703(5). When completed, the Village Engineer shall file the report with the Village Clerk for public inspection. 7. Upon filing of the report with the Village Clerk, the Village Clerk shall set a hearing date and cause notice to be published and mailed in accordance with Wis. Stat. § 66.0703(7)(a) unless all owners of the property affected by the special assessment waive the notice and hearing requirements in writing pursuant to Wis. Stat. § 66.0703(7)(b). Passed and Adopted this 2 nd day of April, 2026. Village of Fredonia _____________________________ Peter W. Lenz, Village President ATTEST : ____________________________ Michelle T. Johnson, Village Clerk Address Balance Due 2026 2027 2028 2029 2030 TOTAL 200 N Milwaukee 2,792.22$ 558.44$ 569.62$ 581.01$ 592.63$ 604.47$ 2,906.17$ 304 Washington 582.01$ 116.40$ 118.73$ 121.10$ 123.53$ 125.99$ 605.75$ 308 Washington 799.16$ 159.83$ 163.03$ 166.29$ 169.62$ 173.00$ 831.77$ 312 Washington 822.73$ 164.55$ 167.84$ 171.19$ 174.62$ 178.10$ 856.30$ 316 Washington 820.36$ 164.07$ 167.36$ 170.70$ 174.12$ 177.59$ 853.84$ Total Due 5,816.48$ 1,163.29$ 1,186.58$ 1,210.29$ 1,234.52$ 1,259.15$ 6,053.83$ If Doing Payment Insatallments CRENSHAW, DARREN & JESSICA PRIESGEN 200 N MILWAUKEE Parcel # 09-052-01-02-000 TOTAL ASSESSMENT 2,792.22$ INSTALLMENTS BALANCE 2% INT BAL + INT PAYMENT PAY 1 - 2026 2,792.22$ -$ 2,792.22$ 558.44$ PAY 2 - 2027 2,233.78$ 44.68$ 2,278.46$ 569.62$ PAY 3 - 2028 1,708.84$ 34.18$ 1,743.02$ 581.01$ PAY 4 - 2029 1,162.01$ 23.24$ 1,185.25$ 592.63$ PAY 5 - 2030 592.62$ 11.85$ 604.47$ 604.47$ 113.95$ 2,906.17$ HEINTZ, SHERRI 304 WASHINGTON Parcel # 09-052-01-06-000 TOTAL ASSESSMENT 582.01$ INSTALLMENTS BALANCE 2% INT BAL + INT PAYMENT PAY 1 - 2026 582.01$ -$ 582.01$ 116.40$ PAY 2 - 2027 465.61$ 9.31$ 474.92$ 118.73$ PAY 3 - 2028 356.19$ 7.12$ 363.31$ 121.10$ PAY 4 - 2029 242.21$ 4.84$ 247.05$ 123.53$ PAY 5 - 2030 123.52$ 2.47$ 125.99$ 125.99$ 23.74$ 605.75$ GUZIKOWSKI, CYNTHIA 308 WASHINGTON Parcel # 09-052-01-05-000 TOTAL ASSESSMENT 799.16$ INSTALLMENTS BALANCE 2% INT BAL + INT PAYMENT PAY 1 - 2026 799.16$ -$ 799.16$ 159.83$ PAY 2 - 2027 639.33$ 12.79$ 652.12$ 163.03$ PAY 3 - 2028 489.09$ 9.78$ 498.87$ 166.29$ PAY 4 - 2029 332.58$ 6.65$ 339.23$ 169.62$ PAY 5 - 2030 169.61$ 3.39$ 173.00$ 173.00$ 32.61$ 831.77$ HUBER, ADRIAN & CODY ROSSMILLER 312 WASHINGTON Parcel # 09-052-01-04-000 TOTAL ASSESSMENT 822.73$ INSTALLMENTS BALANCE 2% INT BAL + INT PAYMENT PAY 1 - 2026 822.73$ -$ 822.73$ 164.55$ PAY 2 - 2027 658.18$ 13.16$ 671.34$ 167.84$ PAY 3 - 2028 503.50$ 10.07$ 513.57$ 171.19$ PAY 4 - 2029 342.38$ 6.85$ 349.23$ 174.62$ PAY 5 - 2030 174.61$ 3.49$ 178.10$ 178.10$ 33.57$ 856.30$ MAJESKE, THOMAS 316 WASHINGTON Parcel # 09-052-01-03-000 TOTAL ASSESSMENT 820.36$ INSTALLMENTS BALANCE 2% INT BAL + INT PAYMENT PAY 1 - 2026 820.36$ -$ 820.36$ 164.07$ PAY 2 - 2027 656.29$ 13.13$ 669.42$ 167.36$ PAY 3 - 2028 502.06$ 10.04$ 512.10$ 170.70$ PAY 4 - 2029 341.40$ 6.83$ 348.23$ 174.12$ PAY 5 - 2030 174.11$ 3.48$ 177.59$ 177.59$ 33.48$ 853.84$ IPF:sjl\S:\MIL\3800--3899\3844\023\Designs-Studies-Reports\_Special Assessments\Special Assessment Letter.docx March 25, 2026 Mr. Christophe Jenkins Village of Fredonia 242 Fredonia Avenue P.O. Box 159 Fredonia, WI 53021 Re: Washington Avenue Reconstruction Special Assessments Letter Report Village of Fredonia, Wisconsin (Village) Dear Christophe, In accordance with preliminary Resolution No. 2026-02 of the Village Board, to be reviewed and potentially adopted by the Village Board at the meeting scheduled on April 2, 2026, Strand Associates, Inc. ® submits the following letter report regarding the proposed assessment for sidewalk improvements within the project area described in the following and as shown on Schedule A enclosed with this letter. 1. Properties on the north and south sides of Washington Avenue from North Milwaukee to North Wilson Streets. 2. Properties on the east and west sides of North Milwaukee Street from approximately 40 feet south to 80 feet north of the Washington Avenue intersection. This letter report consists of the following enclosed schedules: 1. Schedule A–Drawings and Specifications for the proposed improvements to be assessed. 2. Schedule B–Construction unit costs for the proposed improvements to be assessed. 3. Schedule C–A table of the proposed assessments against each parcel adjacent to the proposed sidewalk improvements. The properties listed in Schedule C are those for which proposed assessments are to be made under the Village’s police power as provided for under Section 66.0703, Wisconsin State Statutes. These properties are benefited by the proposed improvements as said improvements will provide properties with new or replacement sidewalk. ~!, STRAND ASS O C I AT E S" Excellence in Engineering 5M Arizona Illinois Indiana Iowa Kentucky Ohio I Tennessee Strand Associates, Inc.® 126 North Jefferson Street, Suite 350 Milwaukee, WI 53202 (P) 414.271.0771 www.strand .com Texas Wisconsin Mr. Christophe Jenkins Village of Fredonia Page 2 March 25, 2026 IPF:sjl\S:\MIL\3800--3899\3844\023\Designs-Studies-Reports\_Special Assessments\Special Assessment Letter.docx The proposed assessments have been made on the basis of, and applied to, all properties adjacent to the new and replacement sidewalk in the project area. In accordance with Chapter 60, Article II Special Assessments, of the Village’s Code of Ordinances, and the preliminary Resolution 2026-02, the Village’s share of sidewalk improvement project costs shall be as follows: 1. Full cost for new and replacement sidewalk ramps at intersection radii. 2. Full cost for up to 10 linear feet of replacement sidewalk if a proposed sanitary sewer lateral or water main service installation requires replacement of existing sidewalk. 3. One-half of the cost for other new and replacement sidewalk in the public right-of-way (ROW). Individual property owners shall be assessed on all remaining sidewalk improvement costs, including the following: 1. One-half of the cost for new and replacement sidewalk in the public ROW. Please call 414-271-0771 with any questions. Respectfully, STRAND ASSOCIATES, INC.® Isak P. Fruchtman, P.E. Nicole L. Welle nstein, P.E. Enclosures Mr. Christophe Jenkins Village of Fredonia Page 2 March 25, 2026 ~~ Strand Associates, Inc.® www.strand.com SCHEDULE A DRAWINGS AND SPECIFICATIONS FOR PROPOSED IMPROVEMENTS TO BE ASSESSED WV 795 800 805 810 815 820 825 830 835 840 795 800 805 810 815 820 825 830 835 840 2.95% 5.26% 2.97% 4.16% -0.75% STA: 10+27.00 EL. 812.80 STA: 10+42.30 EL. 813.44 STA: 10+69.00 EL. 813.24 STA: 14+55.41 EL. 829.43 PVI STA: 11+72.00 PVI ELEV: 816.30 K: 52.37 LVC: 120.00' PC: 11+12.00 PC: 814.52 PT: 12+32.00 PT: 819.46 PVI STA: 13+78.00 PVI ELEV: 827.14 K: 51.97 LVC: 120.00' PC: 13+18.00 PC: 823.98 PT: 14+38.00 PT: 828.91 813.31 814.20 815.77 817.73 820.21 822.85 825.38 827.51 829.26 830.78 813.38 814.16 815.78 817.87 820.40 823.04 825.57 827.65 829.27 10+00 11+00 12+00 13+00 14+00 15+00 15+75 W W W W W W W W W W W W W W W W W W W W W W W IE 8" 802.98 (S) IE 8" 803.03 (N) SAN MH 2 RIM 828.11IE 8" 817.62 (W) 133 LF 8" PVC @ 3.90% IE 8" 803.09 (E) 806.12 806.56 808.45 812.34 815.77 818.64 820.22 821.71 803.38 805.33 807.27 809.33 811.27 813.22 815.17 817.12 SAN MH 1 RIM 816.80 IE 8" 808.28 (W) IE 8" 808.38 (E) 237 LF 8" PVC @ 3.90% INL 3 INL 4 INL 2INL 5 IE 4" 808.38 (S) IE 4" 817.72 (N) MH 2 MH 1 ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W SAN SAN SAN XX OHOH OH OH OH OH OH OH OH E OH OH OH OH G G G G GG G G G G G G G G G G G G G WSO WSO WSO WSO WSO SAN SAN SAN SAN SANW W WSAN SAN 10+00 11+00 12+00 13+00 14+00 15+00 15+75 R/W R/W R/W R/W R/W R/W CP 5 CP 10 BM 101 BM 100 W W W W W W W W W W W CONNECT TO EXISTING 8" WATER MAIN 14+78.0, 9.5'RT CONNECT TO EXISTING 6" WATER MAIN 10+55.9, 74.0'LT ELEV: 806.62 ± CONTRACTOR TO VERIFY CONNECT TO EXISTING 6" WATER MAIN 10+55.1, 40.0'RT ELEV: 806.55 ± CONTRACTOR TO VERIFY SAN SAN SAN MH 2 STA. 14+12.9, 0.0'T FIRE HYDRANT W/ AUX VALVE BURY LINE: 813.46 10+63.8, 25.5'RT 8"x8" TEE W/ 8" VALVES NORTH, EAST & SOUTH 10+50.9, 8.0'RT 8"x6" TEE 10+50.8, 25.4'RT ELEV.: 805.89 8" 8" 12" 8" 12" 8" 8" 8" 6" 6" 6" 8" 12" 12" W W W 8" 8"S SAN SAN SAN SAN S SAN MH 1 STA. 11+75.8, 0.0'T ST ST 8"x6" REDUCER AND 6" 45 DEGREE BEND 10+50.8, 32.6'RT ELEV: 805.97 8"x6" REDUCER AND 6" 45 DEGREE BEND 10+51.5, 66.7'LT ELEV: 806.52 6" 45 DEGREE BEND 10+55.9, 71.0'LT 6" 45 DEGREE BEND 10+55.1, 37.0'RT ST 12" ® SHEET JOB NO. PROJECT MGR. NO. REVISIONS DATE: NLW 3844.023 OZAUKEE COUNTY, WISCONSIN VILLAGE OF FREDONIA WASHINGTON AVE RECONSTRUCTION WASHINGTON AVE PLAN AND PROFILE 11 WASHINGTON AVE N MILWAUKEE ST N WILSON ST 0 10 20 40 APPROXIMATE EXISTING REFERENCE LINE ELEVATION PROPOSED REFERENCE LINE ELEVATION INVERT OF EXISTING 8" SANITARY SEWER TOP OF EXISTING 8" WATER MAIN PROPOSED REFERENCE LINE PROFILE EXISTING GROUND OVER REFERENCE LINE RONALD AND PENNY DIMMER 114 N MILWAUKEE ST 09-050-03-23-001 CARL AND PATRICIA DAMATO 315 WASHINGTON AVE 09-050-03-23-000 SHELLY HEASLIP 311 WASHINGTON AVE 09-054-01-01-001 LEONARD AND MONICA FREDERICKSON 303 WASHINGTON AVE 09-054-01-03-000 HUNTER SCANNELL 305 WASHINGTON AVE 09-052-01-07-000 DARREN CRENSHAW AND JESSICA PRIESGEN 200 N MILWAUKEE ST 09-052-01-02-000 THOMAS MAJESKI 316 WASHINGTON AVE 09-052-01-03-000 ADRIAN HUBER AND CODY ROSSMILLER 312 WASHINGTON AVE 09-052-01-04-000 CYNTHIA GUZIKOWSKI 308 WASHINGTON AVE 09-052-01-05-000 SHERRI HEINTZ 304 WASHINGTON AVE 09-052-01-06-000 TOP OF PROPOSED 8" PVC WATER MAIN INVERT OF PROPOSED 8" PVC SANITARY SEWER (TYP.) CONC. CONC. CONC. CONC. CONC. CONC. CONC. ASPH. ASPH. ASPHALT PAVEMENT (TYP.) 8" PVC WATER MAIN ABANDON EXISTING WATER MAIN (TYP.) REFERENCE LINE 8" PVC SANITARY SEWER REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND AUXILIARY VALVE 24" CONCRETE CURB & GUTTER (TYP.) CONC. REMOVE EXISTING SANITARY SEWER MANHOLE REMOVE AND REPLACE 4" SANITARY SEWER LATERAL TO R/W (TYP.) REMOVE AND REPLACE 1" WATER SERVICE TO R/W (TYP.)REMOVE AND REPLACE SIDEWALK (TYP.) CONNECT 8" SANITARY SEWER TO EXISTING MANHOLE CURB RAMP SEE DETAIL ON SHEET 9 (TYP.) SAW CUT AND MATCH EXISTING (TYP.) REMOVE AND REPLACE CONCRETE DRIVEWAY (TYP.) REMOVE EXISTING STORM SEWER AND INLETS (TYP.) 6.5' MIN COVER (TYP.) CONNECT TO EXISTING WATER MAIN ELEV: 822.55 ± CONTRACTOR TO VERIFY DEFLECT WATER MAIN AS NECESSARY TO ACHIEVE PROPOSED GRADES TOP OF PROPOSED WATER MAIN ELEVATION INVERT OF PROPOSED SANITARY SEWER ELEVATION ASPH.CONC. CONC. REMOVE STUMP 4" SANITARY LATERAL CROSSING (TYP.) MH 1 INL 2 INL 3 INL 5 INL 4 CONNECT 12" STORM SEWER TO EXISTING PIPE 35' B-B 8' MIN. (TYP.) REMOVE AND REPLACE CARRIAGE WALK (TYP.) MH 2 18" MIN (TYP.) CONTRACTOR TO VERIFY IF LATERAL IS ACTIVE PRIOR TO ABANDONMENT I/ ... . '/J IL lYPE DISCHARGE RIM PIPE SIZE INVERT OFFSET (IN) STRUCTURE ELEV. ELEV. 4' DIA. lo+26.9 62.0' LT CONNECT 812.25 12" 808.10 MH2 NEENAH 3067 4' DIA. 1Q+26.1 22.3 LT MHl 812.49 12" 808.40 INL2 NEENAH 3067 2 X 3-FT 1Q+70.5 16.s'L T MH2 812.87 12" 808.74 INL3 NEENAH 3067 2 X 3-FT 1D+78.5 16.5' LT INL2 813.11 12" 808.88 INL 4 NEENAH 3067 2 X 3-FT 10+78 16.5' RT INL3 813.11 12" 809.15 INL5 NEENAH 3067 2 X 3-FT 10+70 16.5' RT INL 4 812.87 12" 809.29 File: S:\t.41L\3800--3899\3844\023\Draw1ngs\CAD\C1vll 3d\SheetsPlan\Plcn and Praf1le.dwg TTme: Jan 21, 2026 - 6:27pm DISCHARGE LENGTH SLOPE(%) SLOPE(%) (FT) ELEV. 808.D8 3.5 0.57% 808.20 40 0.50% FLATTOP SLAB W/ 2'X3' OPENING REQ'D 808.50 44.5 0.54% 808.84 8 0.50% 808.98 33 0.52% 809.25 8 0.5D% +----+--- I I . I I I I =-=--=-- 0 ~ --------1 - - ----=-----+---- - - ~ [ ~ --- ~!, STRAND ASSOCIATES Section 32 16 13-1 3844.023/1-2026 SECTION 32 16 13 CONCRETE CURB AND GUTTER, SIDEWALKS, DRIVEWAYS, AND DRIVEWAY APRONS PART 1–GENERAL 1.01 SUMMARY A. Work includes concrete curb and gutter, sidewalks, driveways, and driveway aprons, and base course foundation for sidewalks, driveways, and driveway aprons as shown on the Drawings. B. Related Sections and Divisions: Applicable provisions of Division 01 shall govern work in this section. 1.02 MEASUREMENT AND PAYMENT A. The Work provided, including base course foundation for sidewalks, driveways, and driveway aprons, shall be measured and paid for at the Unit Price Bid. The Unit Price Bid shall include all labor, equipment, materials, and miscellaneous items for the Work. 1.03 REFERENCES A. Standard Specifications: Unless otherwise indicated, Standard Specifications shall refer to the State of Wisconsin Department of Transportation, Standard Specifications for Highway and Structure Construction, current edition, including all issued supplemental specifications. B. AASHTO M148 Standard Specifications for Liquid Membrane–Forming Compounds for Curing Concrete. 1.04 QUALITY ASSURANCE A. Unless otherwise specified, all curb and gutter, sidewalks, driveway, and driveway apron construction shall meet the requirements of the Standard Specifications. 1.05 QUALITY MANAGEMENT PROGRAM A. For concrete curb and gutter, sidewalks, driveways, and driveway aprons, CONTRACTOR shall comply with the provisions of Section 716 of the Standard Specifications for Class II concrete. B. For concrete pavement, CONTRACTOR shall comply with the provisions of Section 715 of the Standard Specifications for Class I concrete. PART 2–PRODUCTS 2.01 CONCRETE A. All concrete shall conform to Section 501 of the Standard Specifications for Grade A or A-FA air entrained concrete with a minimum 28-day compressive strength of 4000 psi. Section 32 16 13-2 3844.023/1-2026 2.02 CURING COMPOUND A. Liquid curing compounds shall conform to the requirements of the Standard Specifications for Liquid Membrane-Forming Compounds for Curing Concrete, AASHTO Designation M148, Type 2, White Pigmented. 2.03 DETECTABLE WARNING FIELD A. Detectable warning field inserts shall be cast iron with a yellow, powder-coated finish, as manufactured by Neenah Foundry Co., or equal. Product shall be approved for use by the Wisconsin Department of Transportation. The detectable warning field shall extend a minimum of 24 inches in the direction of travel and the fill width of the curb ramp, exclusive of flares. Detectable warning fields shall be installed in accordance with Section 602.3.2.3 of the Standard Specifications. PART 3–EXECUTION 3.01 BASE PREPARATION–CURB AND GUTTER A. The dense graded base beneath the curb and gutter shall be trimmed or filled as necessary to provide a full depth of curb and gutter as detailed. In the absence of a detail, the dense graded base depth shall be to the adjacent street subgrade with a minimum of 10 inches. Prior to placement of concrete, the dense graded base shall be thoroughly compacted and moistened. 3.02 BASE PREPARATION–SIDEWALKS AND DRIVEWAYS A. The subgrade shall be thoroughly compacted and finished to a trim, firm surface. All soft or unsuitable material shall be removed and replaced with suitable material. 3.03 BASE COURSE A. Base course beneath curb and gutter, sidewalks, and driveways shall comply with Section 32 11 23–Dense-Graded Base. 3.04 FORMS A. Forms shall be of metal and of sufficient strength to resist distortion or displacement. Metal forms shall be used to construct a curb and gutter cross section as shown on the Drawings. Forms shall be full depth of the required work. Facing boards, if used, shall be built so as to obtain the cross section called for on the Drawings. Forms shall be securely staked and held firmly to line and grade. Forms shall be cleaned thoroughly and oiled before reuse. Where machines are used, concrete mixture shall be controlled to prevent distortion from sloughing. B. All curved curb and gutter shall form smooth curves and shall not be a series of chords. Radius forms shall be used for all curved curb and gutter where the radius of curvature is 100 linear feet or less. Section 32 16 13-3 3844.023/1-2026 3.05 PLACING AND FINISHING CONCRETE A. Unless otherwise specified, concrete shall be placed in accordance with the Standard Specifications. B. Concrete shall be thoroughly vibrated to remove all voids. The exposed surface shall be thoroughly troweled and finished with a brush at right angles to vehicular or pedestrian traffic. All edges shall be rounded with a 1/4-inch-radius edger. Honeycombed areas shall be pointed and rubbed with mortar to provide a void-free surface. C. Before final finishing, a 10-foot straight edge shall be used to check the surface. Any areas showing a variation of more than 1/4 inch from the straight edge shall be corrected. Final finishing shall be delayed a sufficient time so that excess water and grout will not be brought to the surface. D. Concrete for sidewalk shall be placed to a minimum thickness of 4 inches, except at driveways and alleys, which shall have a minimum thickness of 6 inches. Driveways, driveway aprons, and curb ramps shall have a minimum thickness of 6 inches. The concrete shall be thoroughly vibrated to remove all voids. The surface of the driveway or sidewalk shall be thoroughly troweled and finished with a brush at right angles to the driveways or sidewalk line. 3.06 MACHINE FORMED CURB AND GUTTER A. CONTRACTOR may elect to use a machine for placing, forming, and consolidating concrete curb and gutter. If a machine is used, the resulting curb and gutter shall be of such a quality as to equal or exceed that produced by the method described above. B. Curb and gutter where required for street construction, site Work construction, or for restoration of utility construction shall be placed using forms or a machine to the dimensions and shape shown on the Drawings. Where curb and gutter details are not provided, curb and gutter shape and dimensions shall match existing adjacent curb and gutter. 3.07 DRIVEWAY OPENINGS A. The details for concrete gutter section through a driveway are shown on the Drawings. 3.08 JOINTING–CURB AND GUTTER A. A 3/4-inch expansion joint filler shall be placed through the curb and gutter at the radius points of all intersection curbs, at storm inlets, and at a maximum interval of 250 feet. This expansion joint filler shall extend through the entire thickness of concrete and shall be perpendicular to the surface and at right angles to the line of the curb and gutter. B. At intervals of not more than 10 feet, a contraction joint shall be tooled to a depth of one-fifth of the total concrete thickness with a 1/4-inch-radius jointer. The contraction joint shall be at right angles to the line of the curb and gutter. C. If machine-formed curb and gutter is provided by CONTRACTOR, CONTRACTOR shall create a plane of weakness at all joints that is sufficient to cause contraction cracking at the joints. Section 32 16 13-4 3844.023/1-2026 D. CONTRACTOR may saw contraction joints. The depth of cut shall be a minimum of one-fifth of the total concrete thickness. Sawing shall be done as soon as practicable after the concrete has set sufficiently to preclude raveling during the sawing and before any shrinkage cracking takes place in the concrete. If this method results in random cracking, CONTRACTOR will be required to tool the contraction joints as specified above. E. Steel separator plates of a section conforming to the curb and gutter as shown on the Drawings shall be placed directly opposite all contraction joints in abutting street pavement. After separator plates have been removed, the edges of the joints shall be rounded with a 1/4-inch radius edge. The use of steel separator plates at other locations will not be allowed. F. Jointing shall be included in the price bid for curb and gutter. 3.09 JOINTING–SIDEWALKS AND DRIVEWAYS A. Concrete sidewalk shall be segmented into 5-foot-long rectangular blocks with tooled joints. Concrete driveways shall be segmented into uniform rectangular blocks with tooled joints at a maximum spacing of 10 feet in each direction. The joint must extend at least one-fifth of the total thickness of concrete. The edges of the sidewalk along forms and joints shall be rounded with an edging tool of 1/4-inch radius. All joints shall be at right angles to the centerline of the sidewalk. B. Concrete driveways shall be jointed in approximately square sections. The depth of the joint and the finishing of the edges shall be the same as for concrete sidewalk. 3.10 EXPANSION JOINTS A. A 1 /2-inch-thick asphaltic expansion join t filler shall be placed at sidewalk-driveway intersections, between sidewalks and buildings, between back of curb and sidewalk, at intersection between new or existing curb and gutter, around all castings, and at maximum 96-foot intervals in sidewalks. 3.11 SLOPE A. Sidewalk cross slope shall be 1.5 percent unless otherwise noted in the Drawings or requested by ENGINEER. 3.12 CURB RAMP A. Curb ramps shall have a maximum slope of 7 percent, with maximum grade changes of 11 percent at curb to ramp transitions, and be provided with a truncated dome patterned surface meeting ADA requirements and as shown on the Drawings. 3.13 INLET CASTING ADJUSTMENT A. Inlet casting shall be adjusted to grade as required for the installation of the new curb and gutter. Inlet casting backs shall be adjusted for a depressed flow line at all inlets in the low points (0.72 feet); all other inlet shall be adjusted for a normal flow line (0.50 feet). Section 32 16 13-5 3844.023/1-2026 3.14 CURING A. As soon after finishing operations as the free water has disappeared, the concrete surface shall be sealed by spraying on it a uniform coating of curing material in such a manner as to provide a continuous water impermeable film on the entire concrete surface. B. The material shall be applied to form a uniform coverage at the rate of not less than one-half gallon per 100 square feet of surface area. C. Within 30 minutes after the forms have been removed, the edges of the concrete shall be coated with the curing compound applied at the same rate as on the finished surface. 3.15 PROTECTION OF CONCRETE A. CONTRACTOR shall erect and maintain suitable barricades to protect the new concrete. Where it is necessary to provide for pedestrian traffic, CONTRACTOR shall, at their own cost, construct adequate crossings. Crossing construction shall be such that no load is transmitted to the new concrete. B. Any part of the work damaged or vandalized prior to final acceptance shall be repaired or replaced at the expense of CONTRACTOR in a manner satisfactory to ENGINEER. C. Pedestrian traffic shall not be permitted over new concrete prior to 72 hours after application of curing material. Vehicular traffic shall not be permitted over newly placed concrete until a minimum compressive strength of 3,000 psi has been achieved. 3.16 CONCRETE TESTING A. The following tests of fresh concrete shall be performed by CONTRACTOR. CONTRACTOR shall prepare, protect, transport, and have tested all cylinders at its expense. 1. Sampling of concrete for slump tests, air tests, temperature tests, and for making concrete test cylinders shall be performed in accordance with ASTM C172. 2. Cylinders: a. Three test cylinders shall be made for each pour less than 25 cubic yards, four test cylinders shall be made for each pour between 25 and 100 cubic yards, and eight test cylinders shall be made for each pour in excess of 100 cubic yards. Each concrete mix shall be represented by at least four cylinders for the entire job. Concrete for cylinders shall be collected near the middle of the load and/or as requested by ENGINEER. b. Cylinders shall be made and tested in accordance with ASTM C31 and ASTM C39, respectively. The cylinders must be kept moist and at temperatures between 60 qF and 80qF and shall remain undisturbed and stored in a location free from vibration. In hot weather, the cylinders shall be covered with wet burlap and stored in a shaded area. It is CONTRACTOR’s responsibility to provide a suitable protected location for storing cylinders on the jobsite. c. After 24 hours, the cylinders shall be transferred to an independent testing laboratory acceptable to OWNER. The cylinders shall be packed in sawdust or other cushioning material for transit to avoid any bumping or jarring of the cylinders. d. Cylinders shall be broken at 7 and 28 days or as requested by ENGINEER. Test results shall be transmitted immediately and directly to ENGINEER and OWNER. Test data shall include date and location of pour and concrete mix used. SCHEDULE B CONSTRUCTION UNIT COSTS FOR PROPOSED IMPROVEMENTS TO BE ASSESSED PROPERTY UNIT OF CONSTRUCTIONVILLAGE'S OWNER'S ITEM MEASUREMENT COST SHARE SHARE Concrete Sidewalk (4") Square Foot $8.15 $4.08 $4.07 Concrete Sidewalk (6") Square Foot $9.85 $4.93 $4.92 ENGINEER'S REPORT CONSTRUCTION UNIT COSTS WASHINGTON AVENUE RECONSTRUCTION VILLAGE OF FREDONIA March 24, 2026 SCHEDULE C TABLE OF PROPOSED ASSESSMENTS AGAINST EACH PARCEL ADJACENT TO PROPOSED SIDEWALK IMPROVEMENTS TOTAL PARCEL NUMBER PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS CITY/STATE/ZIP AREA (SF) % SHARE COST AREA (SF) % SHARE COST ASSESSMENT 09-052-01-02-000 Darren Crenshaw & Jessica Priesgen 200 N Milwaukee St 200 N Milwaukee St Fredonia, WI 53021 570 50% $2,319.90 96.0 50% $472.32 $2,792.22 09-052-01-03-000 Thomas Majeski 316 Washington Ave 316 Washington Ave Fredonia, WI 53021 152 50% $618.64 41.0 50% $201.72 $820.36 09-052-01-04-000 Adrian Huber & Cody Rossmiller 312 Washington Ave 312 Washington Ave Fredonia, WI 53021 155 50% $630.85 39.0 50% $191.88 $822.73 09-052-01-05-000 Cynthia Guzikowski 308 Washington Ave 308 Washington Ave Fredonia, WI 53021 148 50% $602.36 40.0 50% $196.80 $799.16 09-052-01-06-000 Sherri Heintz 304 Washington Ave 304 Washington Ave Fredonia, WI 53021 143 50% $582.01 0.0 50% $0.00 $582.01 Totals: 1,168.0 $4,753.76 216.0 $1,062.72 $5,816.48 Center Avenue 4-IN SIDEWALK ENGINEER'S REPORT SPECIAL ASSESSMENTS WASHINGTON AVENUE RECONSTRUCTION VILLAGE OF FREDONIA 6-IN SIDEWALK i i i i i i i I WV 795 800 805 810 815 820 825 830 835 840 795 800 805 810 815 820 825 830 835 840 2.95% 5.26% 2.97% 4.16% -0.75% STA: 10+27.00 EL. 812.80 STA: 10+42.30 EL. 813.44 STA: 10+69.00 EL. 813.24 STA: 14+55.41 EL. 829.43 PVI STA: 11+72.00 PVI ELEV: 816.30 K: 52.37 LVC: 120.00' PC: 11+12.00 PC: 814.52 PT: 12+32.00 PT: 819.46 PVI STA: 13+78.00 PVI ELEV: 827.14 K: 51.97 LVC: 120.00' PC: 13+18.00 PC: 823.98 PT: 14+38.00 PT: 828.91 813.31 814.20 815.77 817.73 820.21 822.85 825.38 827.51 829.26 830.78 813.38 814.16 815.78 817.87 820.40 823.04 825.57 827.65 829.27 10+00 11+00 12+00 13+00 14+00 15+00 15+75 W W W W W W W W W W W W W W W W W W W W W W W IE 8" 802.98 (S) IE 8" 803.03 (N) SAN MH 2 RIM 828.11IE 8" 817.62 (W) 133 LF 8" PVC @ 3.90% IE 8" 803.09 (E) 806.12 806.56 808.45 812.34 815.77 818.64 820.22 821.71 803.38 805.33 807.27 809.33 811.27 813.22 815.17 817.12 SAN MH 1 RIM 816.80 IE 8" 808.28 (W) IE 8" 808.38 (E) 237 LF 8" PVC @ 3.90% INL 3 INL 4 INL 2INL 5 IE 4" 808.38 (S) IE 4" 817.72 (N) MH 2 MH 1 ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W SAN SAN SAN XX OHOH OH OH OH OH OH OH OH E OH OH OH OH G G G G GG G G G G G G G G G G G G G WSO WSO WSO WSO WSO SAN SAN SAN SAN SANW W WSAN SAN 10+00 11+00 12+00 13+00 14+00 15+00 15+75 R/W R/W R/W R/W R/W R/W CP 5 CP 10 BM 101 BM 100 W W W W W W W W W W W CONNECT TO EXISTING 8" WATER MAIN 14+78.0, 9.5'RT CONNECT TO EXISTING 6" WATER MAIN 10+55.9, 74.0'LT ELEV: 806.62 ± CONTRACTOR TO VERIFY CONNECT TO EXISTING 6" WATER MAIN 10+55.1, 40.0'RT ELEV: 806.55 ± CONTRACTOR TO VERIFY SAN SAN SAN MH 2 STA. 14+12.9, 0.0'T FIRE HYDRANT W/ AUX VALVE BURY LINE: 813.46 10+63.8, 25.5'RT 8"x8" TEE W/ 8" VALVES NORTH, EAST & SOUTH 10+50.9, 8.0'RT 8"x6" TEE 10+50.8, 25.4'RT ELEV.: 805.89 8" 8" 12" 8" 12" 8" 8" 8" 6" 6" 6" 8" 12" 12" W W W 8" 8"S SAN SAN SAN SAN S SAN MH 1 STA. 11+75.8, 0.0'T ST ST 8"x6" REDUCER AND 6" 45 DEGREE BEND 10+50.8, 32.6'RT ELEV: 805.97 8"x6" REDUCER AND 6" 45 DEGREE BEND 10+51.5, 66.7'LT ELEV: 806.52 6" 45 DEGREE BEND 10+55.9, 71.0'LT 6" 45 DEGREE BEND 10+55.1, 37.0'RT ST 12" ® SHEET JOB NO. PROJECT MGR. NO. REVISIONS DATE: NLW 3844.023 OZAUKEE COUNTY, WISCONSIN VILLAGE OF FREDONIA WASHINGTON AVE RECONSTRUCTION WASHINGTON AVE PLAN AND PROFILE 11 WASHINGTON AVE N MILWAUKEE ST N WILSON ST 0 10 20 40 APPROXIMATE EXISTING REFERENCE LINE ELEVATION PROPOSED REFERENCE LINE ELEVATION INVERT OF EXISTING 8" SANITARY SEWER TOP OF EXISTING 8" WATER MAIN PROPOSED REFERENCE LINE PROFILE EXISTING GROUND OVER REFERENCE LINE RONALD AND PENNY DIMMER 114 N MILWAUKEE ST 09-050-03-23-001 CARL AND PATRICIA DAMATO 315 WASHINGTON AVE 09-050-03-23-000 SHELLY HEASLIP 311 WASHINGTON AVE 09-054-01-01-001 LEONARD AND MONICA FREDERICKSON 303 WASHINGTON AVE 09-054-01-03-000 HUNTER SCANNELL 305 WASHINGTON AVE 09-052-01-07-000 DARREN CRENSHAW AND JESSICA PRIESGEN 200 N MILWAUKEE ST 09-052-01-02-000 THOMAS MAJESKI 316 WASHINGTON AVE 09-052-01-03-000 ADRIAN HUBER AND CODY ROSSMILLER 312 WASHINGTON AVE 09-052-01-04-000 CYNTHIA GUZIKOWSKI 308 WASHINGTON AVE 09-052-01-05-000 SHERRI HEINTZ 304 WASHINGTON AVE 09-052-01-06-000 TOP OF PROPOSED 8" PVC WATER MAIN INVERT OF PROPOSED 8" PVC SANITARY SEWER (TYP.) CONC. CONC. CONC. CONC. CONC. CONC. CONC. ASPH. ASPH. ASPHALT PAVEMENT (TYP.) 8" PVC WATER MAIN ABANDON EXISTING WATER MAIN (TYP.) REFERENCE LINE 8" PVC SANITARY SEWER REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND AUXILIARY VALVE 24" CONCRETE CURB & GUTTER (TYP.) CONC. REMOVE EXISTING SANITARY SEWER MANHOLE REMOVE AND REPLACE 4" SANITARY SEWER LATERAL TO R/W (TYP.) REMOVE AND REPLACE 1" WATER SERVICE TO R/W (TYP.)REMOVE AND REPLACE SIDEWALK (TYP.) CONNECT 8" SANITARY SEWER TO EXISTING MANHOLE CURB RAMP SEE DETAIL ON SHEET 9 (TYP.) SAW CUT AND MATCH EXISTING (TYP.) REMOVE AND REPLACE CONCRETE DRIVEWAY (TYP.) REMOVE EXISTING STORM SEWER AND INLETS (TYP.) 6.5' MIN COVER (TYP.) CONNECT TO EXISTING WATER MAIN ELEV: 822.55 ± CONTRACTOR TO VERIFY DEFLECT WATER MAIN AS NECESSARY TO ACHIEVE PROPOSED GRADES TOP OF PROPOSED WATER MAIN ELEVATION INVERT OF PROPOSED SANITARY SEWER ELEVATION ASPH.CONC. CONC. REMOVE STUMP 4" SANITARY LATERAL CROSSING (TYP.) MH 1 INL 2 INL 3 INL 5 INL 4 CONNECT 12" STORM SEWER TO EXISTING PIPE 35' B-B 8' MIN. (TYP.) REMOVE AND REPLACE CARRIAGE WALK (TYP.) MH 2 18" MIN (TYP.) CONTRACTOR TO VERIFY IF LATERAL IS ACTIVE PRIOR TO ABANDONMENT (__i 0 - 1/, 1/, C ~ J,I I ~ I I I I I r. 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MHl NEENAH R1550 MH2 NEENAH 3067 INL2 NEENAH 3067 INL3 NEENAH 3067 INL4 NEENAH 3067 INL5 NEENAH 3067 (') I I 11 I I I I ,, ,, 1/, ,, ,, 1// / / / / / / / / /,, STRUCTURE STATION OFFSET DISCHARGE lYPE STRUCTURE 4' DIA. 10+26.9 62.0' LT CONNECT 4' DIA. 10+26.l 22.3 LT MHl 2 X 3-FT 10+70.5 16.5' LT MH2 2 X 3-FT 10+78.5 16.5' LT INL2 2 X 3-FT 1D+78 16.5' RT INL3 2 X 3-FT 1Q+70 16.5' RT INL4 - ]:----= 0 "--"""' --- ~-- File: S:\MIL\3800--3899\3844\023\Drawings\CAD\Civil 3d\SheetsPlan\Plan and Prafile.dwg Time: Jan 21, 2026 - 6:27pm RIM ELEV. 812.25 812.49 812.87 813.11 813.11 812.87 □ 0 , - --------'<-t--- --+--- -~ - --------=-----------+--------- ~ - I ~ u C PIPE SIZE INVERT DISCHARGE LENGTH SLOPE(%) SLOPE(%) (IN) ELEV. ELEV. (FT) C 12" 808.10 808.08 3.5 0.57% 12" 808.40 808.20 40 0.50% FLATTOP SLAB W/ 2'X3' OPENING REQ'D 12" 808.74 808.50 44.5 0.54% 12" 808.88 808.84 8 0.50% 12" 809.15 808.98 33 0.52% 12" 809.29 809.25 8 0.50% -- - ~ ------ -.... ---- - I - --± -- ---- +-+ H r-----i t t t t 0 I I 'I 1'ti.'t-----+--I 1 1 I I -----' I I I ---t- I I I I . I I I I I I I j - I I . I I I I I I . I I I I I I . I I I I I I I I I I I I I I I I I II ~ ~ / 1 N 11 a I I I 1 1 : I I I I I I 0 I I I I I I ~! .. STRAND ASSOCIATES