Town Board — Agenda packet

1 TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN TOWN BOARD MEETING Wednesday, February 18, 2026, 6:00 p.m. or immediately following the Town Electors Meeting 15 N. Oakwood Road, Oshkosh, WI 54904 AGENDA The Board may discuss and act on the following: 1. Call to Order. A. Pledge of Allegiance. B. Roll Call. 2. Town agenda was posted at the following locations: Town of Algoma Municipal Building, and town website at www.townofalgomawi.gov on February 13, 2026. 3. Review and approve the minutes of the following meeting: A. Monthly Town Board Meeting dated January 21, 2026 4. Review and approve February 2026 disbursements. 5. Public Forum for Town Business (All speakers must sign up before the meeting and the Town’s policy is available on the back table). 6. Economic Development Update. 7. Committee Reports. A. Fire Department. B. Planning Commission. C. Parks Committee. 8. Administrator Report A. Budget Update B. Major Projects Update i. Leonard Point Road Storm Detention Pond ii. Leonard Point Road Reconstruction iii. Leonard Point Road & STH 21 Roundabout C. Community Development Update i. Winnebago County Comprehensive Plan Ad-Hoc Steering Committee ii. Springhetti Lake iii. 7 Brew D. Joint Fire Department Study Update 9. Public Works Director Report A. Road Maintenance Update B. 2026 Asphalt Resurfacing C. Parks Update D. Stormwater Update E. Algoma Sanitary District Update 2 10. Clerk/Treasurer Report A. Tax Collection B. Elections C. Office Assistant & Deputy Clerk/Treasurer Searches D. Hall Rentals 11. Monthly Financial Statements. 12. Business. A. Discussion and possible action re: Certified Survey Map by petitioner Garrett Smith, Martenson and Eisele, Inc, on behalf of Robert Balda to split parcel 002-00130101 into two parcels. B. Oakwood Elementary School Expansion Project i. Discussion and possible action re: Certified Survey Map by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to combine 8 parcels into 2 lots located at Oakwood Elementary School, 1225 N. Oakwood Rd. ii. Discussion and possible action re: Request by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to rezone a portion (Lot 1) of the Oakwood Elementary School property at 1225 N. Oakwood Rd, from A-2 General Agriculture District to B-3 General Business District. iii. Discussion and possible action re: Site plan for Oakwood Elementary School expansion, located at 1225 N. Oakwood Rd, as requested by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District. C. Discussion and possible action re: WDNR Urban Non-Point Source Planning Grant Update and TMDL Stormwater Analysis. D. Discussion and possible action re: Resolution No. 2026-6, Approving Relocation Order and Right-of-Way Plat for the Leonard Point Road Reconstruction Project. E. Discussion and possible action re: Resolution No. 2026-4, Supports Submission of an Urban Non-Point Source & Storm Water (UNPS&SW) Construction Grant Application to the Wisconsin Department of Natural Resources for the Leonard Point Pond Project. F. Discussion and possible action re: Resolution No. 2026-5, Ensure Local Match and Program and Project Compliance for the Wisconsin Department of Natural Resources Grant for the Leonard Point Pond Project. G. Discussion and possible action re: Award bid to purchase a 3,000 Tender to Midwest Fire in the amount of $404,898.00. H. Discussion and possible action re: Petition for proposed zoning map amendment affecting the Winnebago County Zoning Ordinance and Office Map of the Town of Winneconne. I. Discussion and possible action re: Petition for proposed zoning map amendment affecting the Winnebago County Zoning Ordinance and Office Map of the Town of Utica. 13. Adjourn. The Town Board meets regularly on the THIRD WEDNESDAY OF EACH MONTH AT 6:00 p.m. (unless otherwise noted) at the Municipal Building (Town Hall), 15 N. Oakwood Road. ALL MEETINGS ARE OPEN TO THE PUBLIC. NOTE: It is possible that members of other governmental bodies of the municipality may be present at the above scheduled meeting to gather information about a subject over which they have decision-making responsibility. No action will be taken by any governmental body at the above-stated meeting other than the governmental body specifically referred to above in this notice. NOTE: 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, call the Town Hall office at 920-235- 3789. DRAFT Town Board 1 TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN January 21, 2026 Chairman Rasmussen called the regular town board meeting to order at 6:00 pm. The following were present: Supervisors Teresa Van Aacken, Petey Clark, and Supervisor Dan Martin. Supervisor Mike Brooks was absent: excused. The following were also present: Administrator Maggie Mahoney, Public Works Director Jason Loduha, Fire Chief Kevin Sawicki, and Clerk/Treasurer Katherine Reinbold. The agenda was posted on January 16, 2026. On a motion by Supervisors Clark/Van Aacken, passed on a voice vote, the Board approved the minutes of the Special Electors Meeting dated November 19, 2025. On a motion by Supervisors Van Aacken/Brooks, passed on a voice vote (Martin abstained), the Board approved the minutes of the Monthly Town Board Meeting dated December 17, 2025. On a motion by Supervisors Van Aacken/Martin, passed on a voice vote, the Board approved the January 2026 disbursements. Public Forum: Brittany Bongert of 2029 Crestwood asked why there was a difference between the amount in the CIP and the amount listed tonight for the money being borrowed. She also questioned the repeal of the resolution concerning the Algoma Sanitary District. If the District doesn’t pay fees now, how does that impact tax payers down the road? Tricia Rathermel, President and CEO of the Greater Oshkosh Economic Development Corporation (GOEDC) gave the annual Town report. Fire Department Chief Sawicki reported they will be deciding what to use the grant money for. The truck will go in for refurbishment in early February. Administrator Mahoney also mentioned the bid for the tender is published and on the website. The Planning Commission did not meet. The Parks Committee did not meet. Administrator Mahoney noted that the closed session will be a discussion about the Leonard Point Road storm detention pond. All documents have been submitted for the Leonard Point Road reconstruction and now we are just waiting for approval. There is no update on the Winnebago County Comprehensive Plan Ad-Hoc Steering Committee but still planning to meet with Tricia and GOEDC. Springhetti is aware we don’t have the developer’s agreement draft yet. The DNR did approve the removal of some trees. Working with the design firm on submittals for the Oakwood Elementary School Expansion. Still don’t DRAFT Town Board 2 have everything. Administrator Mahoney also met with consultants for the joint fire department study. They are still receiving data and still going through it. They will schedule a status update meeting later. Public Works Director (PWD) Loduha reported Winnebago County highway department is shorthanded but training new person already. Potholes are starting to show and working through trying to get those filled. OA.net is coming through town and submitted information to install underground fiber optic on the north side of highway 21. Roads are being identified for the 2026 asphalt resurfacing program. Working on the MS4 permit that is dues by March 31, 2026. We have been in contact with the Algoma Sanitary District regarding the right-of-way program. Clerk/Treasurer Reinbold reported making it through tax collection with a good group of helpers. There will be an election on February 17, 2026, with just the Oshkosh School Board on the ballot. Clift Larson Allen (CLA) will be on site for audit field work on February 12 and 13. We went with ZipRecruiter for the Office Assistant search and that has been very beneficial. The monthly financial statements were presented. Clerk/Treasurer Reinbold noted that December hasn’t been reconciled yet but does not have any concerns with numbers changing and things will be taken care of with the audit coming up. Justin Fischer from Baird was present and gave presentation on the general obligation promissory note. Administrator Mahoney explained the difference from the CIP to the resolution. On a motion by Supervisors Martin/Van Aacken, passed on a voice vote, the Town Board approved Resolution 2026-1, A Resolution authorizing the issuance and establishing parameters for the sale of not to exceed $2,300,000 general obligation promissory notes. Administrator Mahoney spoke about the current resolution and said that it needs to be repealed to take back oversight of the Town’s rights-of-way. The Town will waive the fees for the Algoma Sanitary District (ASD) but ask for a financial guarantee. This does not affect emergencies. They ASD can still respond we just ask they get the permit after the fact. On a motion by Supervisors Clark/Martin, passed on a voice vote, the Town Board approved Resolution 2026-2, a Resolution Repealing Resolution dated February 15, 1978, giving permission to Algoma Sanitary District #1 to work in the right of way. On a motion by Supervisors Martin/Clark, passed on a roll call vote (Clark-Y, Rasmussen-Y, Van Aacken-Y, Martin-Y), the board entered into closed session at 6:54 pm for board consideration of the following items: Pursuant to WI Statutes 19.85 (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 required a closed session. Re: Property for Leonard Point Road stormwater pond. On a motion by Supervisors Van Aacken/Clark, passed on a roll call vote (Clark-Y, Rasmussen-Y, Van Aacken-Y, Martin-Y), the board reconvened in open session at 7:01 pm. On a motion by Supervisors Martin/Clark, passed on a voice vote, the Town Board adjourned at 7:02 p.m. Respectfully submitted, Katherine Reinbold Town of Algoma Fire Department Monthly Report Prepared by January 2026 Kevin Sawicki – Fire Chief Contents General .......................................................................................................................................................... 2 Grants ............................................................................................................................................................ 2 State EMS FAP Grant ................................................................................................................................. 2 Trucks and Equipment .................................................................................................................................. 2 Vehicles ..................................................................................................................................................... 2 Truck Committee ...................................................................................................................................... 2 Membership .................................................................................................................................................. 3 New Members........................................................................................................................................... 3 Training ......................................................................................................................................................... 3 First Drill: January 5th, 2026 ...................................................................................................................... 3 Second Drill: January 19th, 2026 ................................................................................................................ 3 Upcoming Events ...................................................................................................................................... 3 Incidents ........................................................................................................................................................ 4 Overall Incident Summary ........................................................................................................................ 4 Incident Response ..................................................................................................................................... 4 Town of Algoma Fire Department Monthly Report January 2026 2 General Grants State EMS FAP Grant • 2026 EMS FAP was awarded. Amount is $29,288.84. • EMS is looking to update pagers, AEDs and other important equipment. Trucks and Equipment Vehicles • Rescue 21 – The vehicle refurbishment planning has been finalized. Vehicle will be sent to Rennert’s February 9th. • Tender 21 – Bid Process started end of January for approximately 2 weeks. Bid Process closed February 4th. Four bids were submitted. Truck Committee • The spare engine will be placed into mainline service while Rescue is out for refurbishment. • Rescue refurbishment will take approximately 4 months to complete. • The Truck Committee reviewed the submitted bids for the tender process and will be providing a recommendation. Town of Algoma Fire Department Monthly Report January 2026 3 Membership • Current Roster has 37 Firefighters and 17 Emergency Medical Responders for a total of 45 department members. • Voting took place for various positions in January. 1. Fire Chief – Kevin Sawicki 2. EMR Director – Alex Blechl 3. Secretary – Lisa Breu 4. Treasurer – Keith Breu New Members • No New Members. Training First Drill: January 5th, 2026 • Members practiced donning PPE within 2 minutes. Second Drill: January 19th, 2026 • Members conducted vehicle inspections and reviewed equipment. Upcoming Events Event Date Training Drills Monday, March 2nd @ 6:30pm Monday, March 16th @ 6:30pm Monthly Department Meeting Wednesday, March 11th @ 7:00pm Town of Algoma Fire Department Monthly Report January 2026 4 Incidents Overall Incident Summary Call Type Count Building Fire 1 Rescue/Emergency Medical Service (EMS) 20 Fire Alarm 2 Carbon Monoxide Incident 1 Standby – Mutual Aid 3 Total Calls 27 Incident Response • Average EMS Incident has 3 emergency medical responders. • Average Fire Incident has 6 firefighters. *Number of responders per EMS/Fire call are from 2025 YTD statistics. Building Fire 4% Rescue/EMS 77% Fire Alarm 4% CO Incident 4% Standby 11% Count Building Fire Rescue/EMS Fire Alarm CO Incident Standby AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Jason Loduha, Public Works Director Date: February 18, 2026 RE: Monthly Director’s Report A. Road Maintenance Update Winnebago County has been out patching potholes on town roads to improve driving conditions. I met with Bill Glatz from Fahrner to begin identifying areas that will require maintenance in the upcoming year. He will provide quotes for chip sealing and crack filling once those areas are identified. OA.Net, LLC has submitted the permit fee for a Right-of-Way application for underground fiber installation within the Town. At this time, no project schedule or detailed construction plans have been provided. B. 2026 Asphalt Resurfacing McMahon has submitted the Engineer’s Opinion of Probable Cost for the 2026 Asphalt Resurfacing Program. The contract award will be considered, tentatively, at the March 18th Board meeting. The proposed program includes mill and pave improvements to: • Westmoor Road (from N. Oakwood Road to Wylde Oak Drive) • Gulig Court • Westmoor Court • Countryside Court • Wylde Oak Drive (from Westmoor Drive to Rosewood Lane) In addition, three supplemental bid items have been submitted for; • Fitchburg Court • Rosewood Lane (from Wylde Oak Drive to Overland Trail) • Wylde Oak Court • Wylde Oak Drive (from Rosewood Lane to Wylde Oak Court) C. Parks Update A meeting was held with The Grounds Guys to review mowing contracts with the Town. All rates will remain unchanged from last year, except for yard waste pickup, which increased from $75 per hour to $80 per hour, the first rate increase since the start of service. D. Stormwater Update Completion of the MS4 permit is ongoing as additional information becomes available. Stormwater Maintenance Agreements have been finalized with McMahon for operation and maintenance services, as well as for prairies and wetlands management of Town- owned ponds. In addition, a separate agreement was signed with Suburban Wildlife Solutions for muskrat removal. E. Algoma Sanitary District Update No update at time of Memo. AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Katherine Reinbold, Clerk/Treasurer Date: February 18, 2026 RE: Monthly Clerk/Treasurer Report A. Tax Collection Tax collection is complete. Working through the February settlement and cleaning up any refunds and payments to tax entities. All tax payments now go to Winnebago County. B. Elections February 17 election update will be during the meeting. The next election will be April 7 with absentee dates in late March/early April. C. Office Assistant and Deputy Clerk/Treasurer Searches We are working through interviews and continuing our search to find the best candidates. D. Hall Rentals Hall rentals have been going well. We have 10 bookings with 2 already completed. It has been a mix of paper reservations and online and everything has been working well. Attachments: None Bank Type Interest Rate Interest Amount Balance Notes Bank First Checking (Sweep) 8.46$ 3,070.00$ Money Market 3.89% 1,483.32$ 525,560.43$ Special Accounts 3.89% Parks Money Market 396.94$ 126,822.90$ Tax Accounts (Used for collection) Tax Account 8,935,097.78$ U.S. Bank Local Government Investment Pool (LGIP) 3.70% 3,968.68$ $1,266,247.21 Total Cash and Investments 10,856,798.32$ RECONCILED BANK & INVESTMENT BALANCES AS OF 1/31/2026 TOWN OF ALGOMA LGIP Accounts Interest (3.70%) Deposits Withdrawal Total in Acct GENERAL $455.98 $0.00 $0.00 $145,485.76 TID 1 $303.87 $0.00 $0.00 $96,952.91 SPIRIT ROUNDABOUT $1,273.50 $0.00 $0.00 $406,322.65 FD TRUCK REFURBISHMENT $639.27 $0.00 $0.00 $203,965.82 FIRE EQUIPMENT $55.62 $0.00 $0.00 $17,745.85 REVALUATION $32.36 $0.00 $0.00 $10,323.72 DEBT LEVY PAYMENTS $3.58 $0.00 $0.00 $1,141.60 GENERAL EXPENSES $133.02 $0.00 $0.00 $42,442.86 RESERVES $1,071.48 $0.00 $0.00 $341,866.04 Total $3,968.68 $1,266,247.21 Budget Comparison - Detail 2026 2026 Budget Status Budget % of January Fund: All Funds 1 ACCT 2:25 PM2/13/2026 Actual 2026 Account Number 01/31/2026 Budget Page: 0.00 0.00 0.00 0.00100-00-41101-000-000 JONES PARK DEBT SERV LEVY 0.00 0.00 455,590.00 -455,590.00 0.00100-00-41102-000-000 GO REFUNDING BONDS LEVY 0.00 0.00 1,135,836.00 -1,135,836.00 0.00100-00-41110-000-000 GENERAL PROPERTY TAXES 0.00 0.00 53.00 -53.00 0.00400-00-41120-000-000 TID #1 TAX INCREMENT 0.00 0.00 2.28 -2.28 0.00100-00-41150-000-000 MFL TAXES 0.00 0.00 0.00 0.00 0.00100-00-41801-000-000 PERSONAL PROPERTY TAX INT 0.00 0.00 0.00 0.00 0.00100-00-41802-000-000 LOTTERY CREDIT 0.00 ========================================================================================================================================= TAXES 0.00 0.00 0.00 -1,591,481.281,591,481.28 ========================================================================================================================================= 0.00 0.00 0.00 0.00100-00-42300-000-000 SA - 2022 PAVING 0.00 ========================================================================================================================================= SPECIAL ASSESSMENTS 0.00 0.00 0.00 0.00 0.00 ========================================================================================================================================= 0.00 0.00 0.00 0.00100-00-43301-000-000 ARPA/SPIRIT FUND REVENUE 0.00 0.00 258,330.91 -258,330.91 0.00100-00-43410-000-000 STATE SHARED REVENUES 0.00 0.00 0.00 0.00 0.00203-00-43410-700-001 FD RADIOS RECEIVABLE 0.00 0.00 0.00 0.00 0.00203-00-43410-700-002 SOUTH LEG ROUNDABOUT RECEIVE 0.00 0.00 46,000.00 -46,000.00 0.00100-00-43420-000-000 2% FIRE DUES 0.00 0.00 263.97 -263.97 0.00100-00-43430-000-000 EXEMPT COMPUTER 0.00 0.00 4,685.85 -4,685.85 0.00100-00-43440-000-000 PERSONAL PROPERTY AID 0.00 47,559.05 190,236.22 -142,677.17 25.00100-00-43530-000-000 TRANSPORTATION AIDS 47,559.05 0.00 12,500.00 -12,500.00 0.00100-00-43540-000-000 RECYCLING GRANTS 0.00 0.00 15,175.31 -15,175.31 0.00100-00-43550-000-000 VIDEO SERV PROVIDER FEE 0.00 0.00 6.46 -6.46 0.00100-00-43650-000-000 FOREST CROPLAND/MGED FOREST 0.00 0.00 0.00 0.00 0.00100-00-43690-000-000 EMS FLEX GRANT 0.00 0.00 0.00 0.00 0.00100-00-43691-701-000 GRANTS 0.00 0.00 0.00 0.00 0.00100-00-43695-000-000 FIREHOUSE SUBS GRANT 0.00 0.00 8,000.00 -8,000.00 0.00100-00-43750-000-000 ECONOMIC DEVELOPMENT 0.00 0.00 55,700.00 -55,700.00 0.00100-00-43790-000-000 DNR STORMWATER MGMT GRANT 0.00 ========================================================================================================================================= INTERGOVERNMENTAL REVENUES 47,559.05 8.05 47,559.05 -543,339.67590,898.72 ========================================================================================================================================= 0.00 100.00 -100.00 0.00100-00-44100-000-000 BUSINESS/OCCUP LICENSE 0.00 0.00 640.00 -640.00 0.00100-00-44110-000-000 LIQUOR & MALT BEVERAGE LICENSE 0.00 0.00 400.00 -400.00 0.00100-00-44115-000-000 OPERATORS LICENSES 0.00 0.00 100.00 -100.00 0.00100-00-44116-000-000 CIGARETTE LICENSE 0.00 0.00 0.00 0.00 0.00100-00-44117-000-000 SODA WATER LICENSES 0.00 0.00 100.00 -100.00 0.00100-00-44120-000-000 OTHER BUSINESS & OCCUP LIC 0.00 0.00 61,000.00 -61,000.00 0.00100-00-44125-000-000 CABLE FRANCHISE INCOME 0.00 70.00 4,000.00 -3,930.00 1.75100-00-44200-000-000 DOG LICENSES 70.00 0.00 1,050.00 -1,050.00 0.00100-00-44201-000-000 WINNEBAGO CTY DOG LICENSES 0.00 0.00 100,000.00 -100,000.00 0.00100-00-44300-000-000 BUILDING PERMITS NEW 0.00 1,330.00 30,000.00 -28,670.00 4.43100-00-44301-000-000 BUILDING PERMITS REMODELING 1,330.00 0.00 320.00 -320.00 0.00100-00-44302-000-000 EXTRA INSPECTIONS 0.00 0.00 0.00 0.00 0.00100-00-44310-000-000 CULVERT PERMITS 0.00 0.00 100.00 -100.00 0.00100-00-44311-000-000 OTHER PERMITS 0.00 0.00 700.00 -700.00 0.00100-00-44400-000-000 ZONING PERMITS & FEE'S 0.00 0.00 5,000.00 -5,000.00 0.00100-00-44500-000-000 RIGHT OF WAY 0.00 ========================================================================================================================================= LICENSES AND PERMITS 1,400.00 0.69 1,400.00 -202,110.00203,510.00 ========================================================================================================================================= 0.00 2,800.00 -2,800.00 0.00100-00-46100-000-000 ASSESSMENT CERTIFICATION' 0.00 0.00 80.00 -80.00 0.00100-00-46101-000-000 LIQUOR LIC PUBLICATION FEE 0.00 Budget Comparison - Detail 2026 2026 Budget Status Budget % of January Fund: All Funds 2 ACCT 2:25 PM2/13/2026 Actual 2026 Account Number 01/31/2026 Budget Page: 0.00 200.00 -200.00 0.00100-00-46102-000-000 MISC CHARGES FOR SERVICES 0.00 0.00 205,652.62 -205,652.62 0.00100-00-46230-000-000 AMBULANCE SERVICE 0.00 0.00 6,800.00 -6,800.00 0.00100-00-46310-000-000 SNOW REMOVAL 0.00 0.00 0.00 0.00 0.00202-00-46330-000-000 PARKLAND FEES 0.00 0.00 606,600.00 -606,600.00 0.00100-00-46420-000-000 REFUSE & GARBAGE COLLECTION 0.00 0.00 5,000.00 -5,000.00 0.00100-00-46435-000-000 RECYCLING - WINN CTY REBATE 0.00 0.00 9,900.00 -9,900.00 0.00100-00-46720-000-000 PARKLAND FEE INCOME 0.00 0.00 6,000.00 -6,000.00 0.00100-00-46850-000-000 PLAT & SITE PLANS FEES 0.00 ========================================================================================================================================= PUBLIC CHARGES FOR SERVICES 0.00 0.00 0.00 -843,032.62843,032.62 ========================================================================================================================================= 0.00 25,000.00 -25,000.00 0.00100-00-48100-000-000 INTEREST GENERAL ACCOUNTS 0.00 396.94 0.00 396.94 0.00202-00-48100-000-000 PARKS FUND INTEREST 396.94 0.00 0.00 0.00 0.00100-00-48101-000-000 ARPA INTEREST 0.00 0.00 0.00 0.00 0.00200-00-48101-000-000 FD SAVINGS INTEREST 0.00 0.00 0.00 0.00 0.00100-00-48102-000-000 VERVE ACCTS 0.00 3,968.68 25,000.00 -21,031.32 15.87100-00-48103-000-000 LGIP 3,968.68 0.00 0.00 0.00 0.00400-00-48104-000-000 TID #1 INTEREST 0.00 0.00 10,000.00 -10,000.00 0.00100-00-48200-000-000 RENT REVENUE 0.00 0.00 0.00 0.00 0.00100-00-48300-000-000 SALE OF FIRE EQUIPMENT 0.00 0.00 0.00 0.00 0.00200-00-48300-000-000 SALE OF FIRE EQUIPMENT 0.00 0.00 0.00 0.00 0.00100-00-48301-000-000 SALE OF GARB/RECYCLING TOTES 0.00 0.00 0.00 0.00 0.00100-00-48302-000-000 SALE OF EQUIPMENT OR PROPERTY 0.00 0.00 0.00 0.00 0.00100-00-48500-000-000 JONES PARK TREE DONATIONS 0.00 0.00 0.00 0.00 0.00200-00-48500-000-000 FD DONATIONS 0.00 0.00 0.00 0.00 0.00201-00-48501-000-000 FIRST RESP DONATIONS 0.00 0.00 0.00 0.00 0.00100-00-48900-000-000 OTHER MISC. REVENUES 0.00 0.00 0.00 0.00 0.00200-00-48900-000-000 FD PANCAKE BRKFST 0.00 0.00 0.00 0.00 0.00200-00-48901-000-000 FD CAR SHOW 0.00 0.00 0.00 0.00 0.00200-00-48902-000-000 TSHIRT SALES 0.00 0.00 0.00 0.00 0.00200-00-48903-000-000 FD OPEN HOUSE 0.00 0.00 0.00 0.00 0.00400-00-48904-000-000 MISCELLANEOUS INCOME 0.00 ========================================================================================================================================= MISCELLANEOUS REVENUES 4,365.62 7.28 4,365.62 -55,634.38 60,000.00 ========================================================================================================================================= 0.00 2,217,000.00 -2,217,000.00 0.00100-00-49100-000-000 PROCEEDS FROM LONG TERM DEBT 0.00 0.00 0.00 0.00 0.00400-00-49140-000-000 PROCEEDS FROM LONG TERM DEBT 0.00 0.00 110,000.00 -110,000.00 0.00100-00-49200-000-000 TRANSFERS FROM OTHER FUNDS 0.00 0.00 0.00 0.00 0.00200-00-49200-000-000 FD OPEN HOUSE 0.00 0.00 0.00 0.00 0.00201-00-49200-000-000 TRANSFER FROM OTHER FUNDS 0.00 0.00 0.00 0.00 0.00400-00-49300-000-000 FUND BALANCE APPLIED 0.00 0.00 527,500.00 -527,500.00 0.00100-00-49301-000-000 USE OF COMMITTED FUNDS 0.00 ========================================================================================================================================= OTHER FINANCING SOURCES 0.00 0.00 0.00 -2,854,500.002,854,500.00 ========================================================================================================================================= ========================================================================================================================================= 53,324.67 6,143,422.62Total Revenues 53,324.67 0.87 -6,090,097.95 ========================================================================================================================================= Budget Comparison - Detail 2026 2026 Budget Status Budget % of January Fund: All Funds 3 ACCT 2:25 PM2/13/2026 Actual 2026 Account Number 01/31/2026 Budget Page: 0.00 0.00 0.00 0.00100-00-51100-000-000 TOWN BOARD 0.00 1,250.00 18,000.00 16,750.00 6.94100-00-51100-110-000 TOWN BOARD WAGES 1,250.00 95.63 1,377.00 1,281.37 6.94100-00-51100-130-000 TOWN BOARD SOC SEC/MEDICARE 95.63 0.00 500.00 500.00 0.00100-00-51100-209-000 ATTORNEY LEGAL FIRE DEPT 0.00 0.00 1,490.00 1,490.00 0.00100-00-51100-321-000 TOWN BOARD DUES 0.00 0.00 500.00 500.00 0.00100-00-51100-390-000 TOWN BOARD MISC EXP 0.00 0.00 14,000.00 14,000.00 0.00100-00-51300-210-000 ATTORNEY LEGAL CONTRACT 0.00 0.00 4,000.00 4,000.00 0.00100-00-51300-218-000 ATTORNEY ORD CODIFICATION 0.00 0.00 200.00 200.00 0.00100-00-51400-200-000 GEN GOVT HR/PERSONNEL 0.00 0.00 400.00 400.00 0.00100-00-51400-305-000 GEN GOVT HR/PERS SUPPLIES/EXP 0.00 0.00 3,000.00 3,000.00 0.00100-00-51400-310-000 GEN GOVT OFFICE SUPPLIES 0.00 239.90 6,500.00 6,260.10 3.69100-00-51400-315-000 GEN GOVT OFFICE EQUIPMENT 239.90 0.00 4,000.00 4,000.00 0.00100-00-51400-320-000 GEN GOVT PUBLISHING & PRINTING 0.00 0.00 0.00 0.00 0.00100-00-51400-330-000 GEN GOVT MILEAGE 0.00 9,970.00 25,000.00 15,030.00 39.88100-00-51400-342-000 GEN GOVT COMPUTER & WEBSITE MA 9,970.00 0.00 500.00 500.00 0.00100-00-51400-390-000 GEN GOVT MISC EXP 0.00 0.00 5,000.00 5,000.00 0.00400-00-51401-200-000 TID #1 ADMINISTRATION 0.00 9,237.81 119,409.45 110,171.64 7.74100-00-51410-110-000 ADMINISTRATOR WAGES 9,237.81 702.84 9,134.82 8,431.98 7.69100-00-51410-130-000 ADMINISTRATOR SOC SEC/MEDICARE 702.84 665.12 8,597.48 7,932.36 7.74100-00-51410-131-000 ADMINISTRATOR WRS 665.12 0.00 0.00 0.00 0.00100-00-51410-132-000 ADMINISTRATOR HEALTH INSURANCE 0.00 15.12 151.20 136.08 10.00100-00-51410-133-000 ADMINISTRATOR LIFE INSURANCE 15.12 20.00 4,000.00 3,980.00 0.50100-00-51410-380-000 ADMINISTRATOR DEPT EXPENSES 20.00 0.00 32,711.89 32,711.89 0.00100-00-51411-110-000 OFFICE ASST WAGES 0.00 0.00 2,502.46 2,502.46 0.00100-00-51411-130-000 OFFICE ASST SOC SEC/MEDICARE 0.00 0.00 2,355.26 2,355.26 0.00100-00-51411-131-000 OFFICE ASST WRS 0.00 0.00 12,011.17 12,011.17 0.00100-00-51411-132-000 OFFICE ASST 0.00 0.00 24.48 24.48 0.00100-00-51411-133-000 OFFICE ASST LIFE INSURANCE 0.00 0.00 200.00 200.00 0.00100-00-51411-380-000 OFFICE ASST DEPT EXP 0.00 0.00 0.00 0.00 0.00100-00-51411-390-000 OFFICE ASST MISC EXP 0.00 6,082.28 78,951.14 72,868.86 7.70100-00-51420-110-000 CLERK TREAS WAGES 6,082.28 443.92 6,039.76 5,595.84 7.35100-00-51420-130-000 CLERK TREAS SOC SEC/MEDICARE 443.92 437.92 5,684.48 5,246.56 7.70100-00-51420-131-000 CLERK TREAS WRS 437.92 2,007.96 24,031.19 22,023.23 8.36100-00-51420-132-000 CLERK TREAS HEALTH INSURANCE 2,007.96 0.00 0.00 0.00 0.00100-00-51420-133-000 CLERK TREAS LIFE INSURANCE 0.00 3,270.00 10,400.00 7,130.00 31.44100-00-51420-380-000 CLERK TREAS DEPT EXPENSES 3,270.00 0.00 9,000.00 9,000.00 0.00100-00-51420-390-000 CLERK TREAS MISC EXP 0.00 0.00 41,542.56 41,542.56 0.00100-00-51421-110-000 DEPUTY CLERK TREAS WAGES 0.00 0.00 3,178.01 3,178.01 0.00100-00-51421-130-000 DEP CLERK TR SOC SEC/MEDICARE 0.00 0.00 2,991.06 2,991.06 0.00100-00-51421-131-000 DEPUTY CLERK TREAS WRS 0.00 0.00 22,514.28 22,514.28 0.00100-00-51421-132-000 DEPUTY CLERK TREAS HEALTH 0.00 0.00 0.00 0.00 0.00100-00-51421-133-000 DEPUTY CLERK TREAS LIFE INSUR 0.00 0.00 500.00 500.00 0.00100-00-51421-390-000 DEPUTY CLERK TREAS MISC EXP 0.00 0.00 13,000.00 13,000.00 0.00100-00-51440-110-000 ELECTIONS WAGES 0.00 1,068.00 6,000.00 4,932.00 17.80100-00-51440-380-000 ELECTIONS DEPT EXPENSES 1,068.00 0.00 18,000.00 18,000.00 0.00100-00-51510-211-000 AUDITOR AUDIT CONTRACT 0.00 2,458.00 28,000.00 25,542.00 8.78100-00-51530-212-000 ASSMT OF PROP ASSESSOR CONTRAC 2,458.00 0.00 350.00 350.00 0.00100-00-51530-380-000 BOARD OF REVIEW DEPT EXPENSES 0.00 0.00 100.00 100.00 0.00100-00-51530-390-000 ASSMT OF PROP MISC EXP 0.00 147.45 8,300.00 8,152.55 1.78100-00-51600-220-000 TOWN HALL UTILITIES 147.45 0.00 3,100.00 3,100.00 0.00100-00-51600-221-000 TOWN HALL GRASS/SNOW 0.00 0.00 8,000.00 8,000.00 0.00100-00-51600-223-000 TOWN HALL PHONE 0.00 Budget Comparison - Detail 2026 2026 Budget Status Budget % of January Fund: All Funds 4 ACCT 2:25 PM2/13/2026 Actual 2026 Account Number 01/31/2026 Budget Page: 0.00 6,700.00 6,700.00 0.00100-00-51600-225-000 TOWN HALL JANITORIAL 0.00 9.00 7,200.00 7,191.00 0.13100-00-51600-380-000 TOWN HALL DEPT EXPENSES 9.00 599.00 14,000.00 13,401.00 4.28100-00-51600-510-000 TOWN HALL PROP/LIAB INSURANCE 599.00 0.00 3,100.00 3,100.00 0.00100-00-51600-820-000 TOWN HALL IMPROVEMENTS 0.00 104.85 3,700.00 3,595.15 2.83100-00-51900-313-000 OTHER GEN GOV POSTAGE 104.85 0.00 200.00 200.00 0.00100-00-51900-390-000 OTH GEN GOV MISC EXP 0.00 0.00 11,000.00 11,000.00 0.00100-00-51900-510-000 OTH GEN GOV PROP/LIAB INSURANC 0.00 0.00 200.00 200.00 0.00100-00-51900-515-000 OTHER GEN GOV UNEMPLOY. COMP 0.00 ========================================================================================================================================= GENERAL GOVERNMENT 38,824.80 6.35 38,824.80 572,522.89611,347.69 ========================================================================================================================================= 833.33 10,000.00 9,166.67 8.33100-00-52200-120-000 FD CHIEF SALARY 833.33 416.66 5,000.00 4,583.34 8.33100-00-52200-121-000 FD ASST. CHIEF SALARY 416.66 400.00 6,000.00 5,600.00 6.67100-00-52200-122-000 FD CAPT SALARY 400.00 200.00 2,400.00 2,200.00 8.33100-00-52200-123-000 FD TREAS & SEC SALARY 200.00 200.00 2,400.00 2,200.00 8.33100-00-52200-124-000 FD SAFETY/TRNG OFFICER SALARY 200.00 0.00 0.00 0.00 0.00100-00-52200-125-000 FD STAND BY PAY 0.00 1,238.75 13,000.00 11,761.25 9.53100-00-52200-126-000 FD DRILL & FIRE ALLOWANCE 1,238.75 375.18 4,000.00 3,624.82 9.38100-00-52200-130-000 FD SOC SEC/MEDICARE 375.18 0.00 2,000.00 2,000.00 0.00100-00-52200-215-000 FD TOWN ALLOW TO FD 0.00 0.00 6,695.00 6,695.00 0.00100-00-52200-220-000 FD UTILITIES 0.00 0.00 4,000.00 4,000.00 0.00100-00-52200-221-000 FD GRASS/SNOW 0.00 177.88 650.00 472.12 27.37100-00-52200-223-000 FD PHONE 177.88 4,007.15 5,000.00 992.85 80.14100-00-52200-224-000 FD COMPUTER & WEBSITE 4,007.15 595.00 9,270.00 8,675.00 6.42100-00-52200-331-000 FD TRAINING 595.00 0.00 0.00 0.00 0.00200-00-52200-331-000 FIRE DEPT TRAINING 0.00 0.00 0.00 0.00 0.00200-00-52200-340-000 FIRE DEPT OPERATING SUPPLIES 0.00 0.00 6,000.00 6,000.00 0.00100-00-52200-341-000 FD SUPPLIES 0.00 100,304.31 22,500.00 -77,804.31 445.80100-00-52200-360-000 FD VEHICLE MAINT 100,304.31 0.00 10,000.00 10,000.00 0.00100-00-52200-361-000 FD FIRE HALL MAINT 0.00 0.00 7,000.00 7,000.00 0.00100-00-52200-362-000 FD SERVICE/REPAIR EQUIP 0.00 0.00 1,500.00 1,500.00 0.00100-00-52200-380-000 FD DEPT EXPENSES 0.00 1,760.00 1,000.00 -760.00 176.00100-00-52200-390-000 FD MISC EXP 1,760.00 0.00 0.00 0.00 0.00200-00-52200-390-000 FIRE DEPT MISC EXP 0.00 0.00 0.00 0.00 0.00200-00-52200-400-000 FIRE DEPT FUNDRAISING PC BRKFS 0.00 0.00 0.00 0.00 0.00200-00-52200-401-000 FIRE DEPT FUNDRAISING CAR SHOW 0.00 0.00 0.00 0.00 0.00200-00-52200-402-000 FIRE DEPT FUNDRAISING OTHER 0.00 0.00 0.00 0.00 0.00200-00-52200-403-000 OTHER SPECIAL EVENTS 0.00 0.00 2,000.00 2,000.00 0.00100-00-52200-505-000 FD ACCIDENT/INJURY INSURANCE 0.00 3,312.96 28,000.00 24,687.04 11.83100-00-52200-510-000 FD PROP/LIAB INSURANCE 3,312.96 0.00 0.00 0.00 0.00203-00-52200-700-001 FD RADIOS EXPENSE 0.00 0.00 4,000.00 4,000.00 0.00100-00-52200-810-000 FD EQUIPMENT 0.00 0.00 0.00 0.00 0.00200-00-52200-810-000 FIRE DEPT EQUIPMENT 0.00 10,286.00 10,300.00 14.00 99.86100-00-52210-000-000 2% FIRE DUES SERVICE AWARD 10,286.00 0.00 515.00 515.00 0.00100-00-52210-128-000 2% FIRE DUES INSPECT REL TRAIN 0.00 700.00 5,665.00 4,965.00 12.36100-00-52210-322-000 2% FIRE DUES FIRE INSPECT & PU 700.00 0.00 17,510.00 17,510.00 0.00100-00-52210-810-000 2% FIRE DUES DIST EQUIPMENT 0.00 0.00 170,802.00 170,802.00 0.00100-00-52220-000-000 PUBLIC FIRE PROTECTION 0.00 0.00 205,652.62 205,652.62 0.00100-00-52300-000-000 AMBULANCE 0.00 0.00 0.00 0.00 0.00200-00-52300-000-000 AMBULANCE DEPARTMENT 0.00 0.00 0.00 0.00 0.00201-00-52300-000-000 AMBULANCE DEPARTMENT 0.00 0.00 0.00 0.00 0.00100-00-52302-000-000 FIREHOUSE SUBS GRANT FUNDS 0.00 208.33 2,625.00 2,416.67 7.94100-00-52310-122-000 FIRST RESPONDER CAPT SALARY 208.33 Budget Comparison - Detail 2026 2026 Budget Status Budget % of January Fund: All Funds 5 ACCT 2:25 PM2/13/2026 Actual 2026 Account Number 01/31/2026 Budget Page: 660.00 15,500.00 14,840.00 4.26100-00-52310-127-000 FIRST RESPONDER CALL ALLOWANCE 660.00 66.47 1,200.00 1,133.53 5.54100-00-52310-130-000 FIRST RESPONDER SOC SEC/MEDICA 66.47 0.00 2,000.00 2,000.00 0.00100-00-52310-331-000 FIRST RESPONDER TRAINING 0.00 0.00 200.00 200.00 0.00100-00-52310-390-000 FIRST RESPONDER MISC EXP 0.00 0.00 0.00 0.00 0.00100-00-52310-701-000 EMS FAP 0.00 0.00 6,000.00 6,000.00 0.00100-00-52310-810-000 FIRST RESPONDER EQUIPMENT 0.00 0.00 0.00 0.00 0.00100-00-52400-130-000 BUILDING INSPECTOR SOC SEC/MED 0.00 0.00 110,000.00 110,000.00 0.00100-00-52400-213-000 BUILDING INSPECTOR CONTRACT 0.00 0.00 0.00 0.00 0.00100-00-52400-390-000 BUILDING INSPECTOR MISC EXP 0.00 ========================================================================================================================================= PUBLIC SAFETY 125,742.02 17.95 125,742.02 574,642.60700,384.62 ========================================================================================================================================= 0.00 25,000.00 25,000.00 0.00100-00-53001-000-000 GENERAL ENGINEERING 0.00 6,833.34 84,991.58 78,158.24 8.04100-00-53100-110-000 PUBLIC WORKS WAGES 6,833.34 522.75 6,501.86 5,979.11 8.04100-00-53100-130-000 PUBLIC WORKS SOC SEC/MEDICARE 522.75 492.00 6,119.39 5,627.39 8.04100-00-53100-131-000 PUBLIC WORKS WRS 492.00 0.00 0.00 0.00 0.00100-00-53100-132-000 PUBLIC WORKS HEALTH INS 0.00 11.81 118.08 106.27 10.00100-00-53100-133-000 PUBLIC WORKS LIFE INSURANCE 11.81 20.00 5,200.00 5,180.00 0.38100-00-53100-380-000 PUBLIC WORKS DEPT EXPENSES 20.00 0.00 120,000.00 120,000.00 0.00100-00-53101-000-000 GENERAL MAINT LOCAL RDS 0.00 0.00 160,000.00 160,000.00 0.00100-00-53102-000-000 HWY & ST. CONST LOCAL RDS 0.00 0.00 16,500.00 16,500.00 0.00100-00-53103-000-000 TRAFFIC CONTROL 0.00 0.00 0.00 0.00 0.00100-00-53104-000-000 RD INSPECTOR HRLY WAGE 0.00 0.00 0.00 0.00 0.00100-00-53104-130-000 RD INSPECTOR SOC SEC/MEDICARE 0.00 0.00 0.00 0.00 0.00100-00-53104-390-000 RD INSPECTOR MISC 0.00 0.00 20,000.00 20,000.00 0.00100-00-53105-000-000 DRAINAGE & CULVERTS 0.00 0.00 105,000.00 105,000.00 0.00100-00-53106-000-000 SNOW REMOVAL EXPENSE 0.00 0.00 5,000.00 5,000.00 0.00100-00-53107-000-000 SNOW REMOVAL PRIV ROADS 0.00 0.00 9,300.00 9,300.00 0.00100-00-53420-000-000 STREET LIGHTING 0.00 0.00 1,000.00 1,000.00 0.00100-00-53432-000-000 SIDEWALK MAINT 0.00 0.00 4,000.00 4,000.00 0.00100-00-53440-450-000 STORM WATER PLANNING 0.00 0.00 35,000.00 35,000.00 0.00100-00-53440-451-000 STORM WATER MANAGEMENT 0.00 36.00 416,444.00 416,408.00 0.01100-00-53630-000-000 REFUSE & GARBAGE COLLECTION 36.00 0.00 219,866.40 219,866.40 0.00100-00-53635-000-000 RECYCLING 0.00 0.00 0.00 0.00 0.00100-00-53635-343-000 RECYCLING TOTES GARB/RECY 0.00 0.00 100.00 100.00 0.00100-00-53640-000-000 WEED & NUISANCE CONTROL 0.00 ========================================================================================================================================= PUBLIC WORKS 7,915.90 0.64 7,915.90 1,232,225.411,240,141.31 ========================================================================================================================================= 0.00 1,500.00 1,500.00 0.00100-00-54100-000-000 PUBLIC HEALTH ANIMAL CONTRO 0.00 0.00 1,200.00 1,200.00 0.00100-00-54110-000-000 DOG TAX FEES PAID TO COUNT 0.00 ========================================================================================================================================= HEALTH AND HUMAN SERVICES 0.00 0.00 0.00 2,700.00 2,700.00 ========================================================================================================================================= 0.00 0.00 0.00 0.00202-00-55200-000-000 PARKS EXPENSE 0.00 0.00 4,000.00 4,000.00 0.00100-00-55200-110-000 PARKS WAGES 0.00 0.00 306.00 306.00 0.00100-00-55200-130-000 PARKS SOC SEC/MEDICARE 0.00 0.00 21,000.00 21,000.00 0.00100-00-55200-363-000 PARKS MAINTENANCE EXP 0.00 0.00 1,000.00 1,000.00 0.00100-00-55200-390-000 PARKS MISC EXP 0.00 0.00 5,000.00 5,000.00 0.00100-00-55201-820-000 PARKS IMPROVEMENTS 0.00 ========================================================================================================================================= CULTURE, RECREATION AND EDU. 0.00 0.00 0.00 31,306.00 31,306.00 ========================================================================================================================================= 0.00 0.00 0.00 0.00100-00-56200-110-000 ECONOMIC DEV COMMITTEE WAGES 0.00 Budget Comparison - Detail 2026 2026 Budget Status Budget % of January Fund: All Funds 6 ACCT 2:25 PM2/13/2026 Actual 2026 Account Number 01/31/2026 Budget Page: 0.00 8,000.00 8,000.00 0.00100-00-56200-455-000 ECONOMIC DEV WC-IDB 0.00 0.00 10,000.00 10,000.00 0.00100-00-56200-456-000 ECONOMIC DEV T.I.F. 0.00 0.00 10,000.00 10,000.00 0.00100-00-56200-457-000 ECONOMIC DEV 21 SOUTH 0.00 0.00 0.00 0.00 0.00400-00-56201-456-000 TID #1 PLANNING 0.00 0.00 2,200.00 2,200.00 0.00100-00-56300-110-000 PLANNING COMMISSION WAGES 0.00 0.00 200.00 200.00 0.00100-00-56300-390-000 PLANNING COMMISSION MISC EXP 0.00 0.00 8,000.00 8,000.00 0.00100-00-56400-452-000 LAND USE/ZONING SURVEYING &FYG 0.00 0.00 10,000.00 10,000.00 0.00100-00-56400-453-000 LAND USE/ZONING ENGINEERING 0.00 0.00 50,000.00 50,000.00 0.00100-00-56400-454-000 LAND USE/ZONING STM WATER POND 0.00 ========================================================================================================================================= CONSERVATION AND DEVELOPMENT 0.00 0.00 0.00 98,400.00 98,400.00 ========================================================================================================================================= 0.00 100,000.00 100,000.00 0.00100-00-57100-000-000 LRP ENGINEERING & CONSTRUCT 0.00 0.00 0.00 0.00 0.00203-00-57100-700-002 SOUTH LEG HWY 21 EXPENSE 0.00 0.00 210,000.00 210,000.00 0.00100-00-57101-000-000 LRP EST/ACQUIS/LEGAL 0.00 0.00 347,500.00 347,500.00 0.00100-00-57102-000-000 LPR SOUTH LEG ROUNDABOUT 0.00 0.00 0.00 0.00 0.00100-00-57103-000-000 PUBLIC WORKS VEHICLE 0.00 0.00 0.00 0.00 0.00100-00-57104-000-000 TH BOILER REPLACEMENT 0.00 0.00 10,000.00 10,000.00 0.00100-00-57120-342-000 SERVER REPLACEMENT 0.00 0.00 200,000.00 200,000.00 0.00100-00-57140-000-000 MUNICIPAL COMPLEX ENG/CONST 0.00 0.00 100,000.00 100,000.00 0.00100-00-57141-000-000 MUNICIPAL COMP EST/AQUIS/LEGAL 0.00 0.00 10,000.00 10,000.00 0.00100-00-57200-000-000 RESERVE FOR TOWN REVALUATION 0.00 0.00 0.00 0.00 0.00100-00-57220-000-000 RESERVE FOR FIRE EQUIPMENT 0.00 0.00 0.00 0.00 0.00100-00-57300-000-000 JONES POND 0.00 0.00 0.00 0.00 0.00100-00-57301-000-000 BELLHAVEN LANE POND 0.00 0.00 1,157,000.00 1,157,000.00 0.00100-00-57302-000-000 LEONARD POINT DETENTION POND 0.00 0.00 764,000.00 764,000.00 0.00100-00-57400-000-000 FIRE EQUIPMENT 0.00 0.00 110,000.00 110,000.00 0.00100-00-57500-000-000 JONES PARK 0.00 0.00 0.00 0.00 0.00400-00-57700-820-003 WATERMAIN CONSTRUCTION 0.00 ========================================================================================================================================= CAPITAL OUTLAY 0.00 0.00 0.00 3,008,500.003,008,500.00 ========================================================================================================================================= 0.00 335,000.00 335,000.00 0.00100-00-58100-610-000 GO REFUNDING BOND PRINCIPAL 0.00 0.00 120,590.00 120,590.00 0.00100-00-58200-620-000 OMRO ROAD INTEREST 0.00 0.00 0.00 0.00 0.00100-00-58201-620-000 STORM SEWER INTEREST 0.00 0.00 5,122.30 5,122.30 0.00400-00-58300-600-000 TID #1 LTD PRINCIPAL 0.00 0.00 30,890.41 30,890.41 0.00400-00-58301-620-000 TID #1 LTD INTEREST 0.00 ========================================================================================================================================= DEBT SERVICE 0.00 0.00 0.00 491,602.71491,602.71 ========================================================================================================================================= 0.00 0.00 0.00 0.00400-00-59100-390-000 MISC EXPENSE 0.00 0.00 0.00 0.00 0.00100-00-59200-000-000 TRANSFER TO OTHER FUNDS 0.00 0.00 0.00 0.00 0.00200-00-59200-000-000 TRANSFER TO OTHER FUNDS 0.00 0.00 0.00 0.00 0.00201-00-59200-000-000 TRANSFER TO OTHER FUNDS 0.00 0.00 0.00 0.00 0.00202-00-59200-000-000 TRANSFER TO OTHER FUNDS 0.00 0.00 0.00 0.00 0.00400-00-59200-000-000 TRANSFER TO OTHER FUNDS 0.00 ========================================================================================================================================= OTHER FINANCING USES 0.00 0.00 0.00 0.00 0.00 ========================================================================================================================================= ========================================================================================================================================= 172,482.72 6,184,382.33Total Expenses 172,482.72 2.79 6,011,899.61 ========================================================================================================================================= 78,198.34-40,959.71-119,158.05 290.92 -119,158.05Net Totals Page 1 of 3 AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Certified Survey Map by petitioner Garrett Smith, Martenson and Eisele, Inc, on behalf of Robert Balda to split parcel 002-00130101 into two parcels GENERAL INFORMATION: Petitioner: Garrett Smith Martenson and Eisele, Inc 1377 Midway Road Menasha, WI 54952 Owner: Robert Balda 4007 Leonard Point Road Oshkosh, WI 54904 Past Town Board Discussion(s): In August 2024 Mr. Balda combined two parcels into one parcel in order to construct a new home on the one, newly created parcel. The petition was approved. Action Requested: Petitioner is requesting approval of the Certified Survey Map on behalf of the property owner to split the one parcel into two parcels to bring the two existing single family dwelling homes that now exist on one lot into compliance because the new home has been constructed. Property Location and Type: The subject property is zoned R-2 Suburban Residential and is in the protected area of the boundary agreement. ANALYSIS: The proposed CSM would split one parcel into two in the R-2 Suburban Residential District, which would need to continue to meet the dimensional standards for single-family defined Page 2 of 3 for that district in Chapter 23: Town/County Zoning of the Winnebago County Municipal Code, Exhibit 8-2 as follows: Putting each dwelling on its own parcel is compliant with zoning regulations and since the dwellings were on their own parcels in the recent past, each already has their own driveway/access. The proposed lots appear to meet the dimensional and access requirements and do not conflict with any local, county, or regional plans. Page 3 of 3 PLANNING COMMISSION RECOMMENDATION: The Planning Commission considered this item at their February 11, 2026 meeting. The property owner was in attendance. The Planning Commission passed the motion to recommend approval for the proposed CSM to the Town Board. RECOMMENDED ACTION: The Planning Commission recommends approval of the CSM as presented. Should the Town Board agree, the following motion may be made: “Motion to approved Certified Survey Map by petitioner Garrett Smith, Martenson and Eisele, Inc, on behalf of Robert Balda to split parcel 002-00130101 into two parcels. ” ATTACHMENTS: 1. GIS map of current parcel 2. GIS map of previous parcels (2024 before they were combined) 3. Town Application 4. Certified Survey Map of proposed lots 2/11/26 Balda CSM: 2025 aerial of parcel 002-00130101 to be split into two parcels: 8/14/2024 Planning Commission Exhibit: Approval of Certified Survey Map by petitioner Darryl Lehman, Martinson & Eisele, on behalf of Robert Balda to combine parcels 002001310 and 002001301. N Page 1 of 3 AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Oakwood Elementary School Expansion Project The same petitioner and owner have submitted 3 applications for review for the project: a certified survey map (CSM), rezoning, and site plan. This memo serves as a project overview to explain the project and each action at once. Each application has a separate analysis memo and will be considered individually. GENERAL INFORMATION: Petitioner: Nate Considine Bray Architects 829 South 1st Street Milwaukee, WI 53204 Owner: James Fochs Oshkosh Area School District 1404 South Main Street Oshkosh, WI 54902 Past Town Board Discussion(s): In January 2025 the Board considered the FEMA Building Resilient Infrastructure and Communities Grant for the project, wherein the town would be the pass through for the grant. The town approved this but ultimately the grant was not sought by the school district. PROJECT OVERVIEW: As part of the community supported April 2025 referendum, the existing Oakwood Elementary School is one of the first phases of work that will support new student enrollment boundaries within the school district. The new maximum student capacity of the school will be 600 students with a projected staff of 62 employees, with an expected opening enrollment between 475-550. There are no proposed changes to the use and hours of operation of the building and site from the existing school use. Surrounding residential properties are being considered as part of the site re- development with landscaping and traffic considerations. Page 2 of 3 The project will expand the capacity of the existing school by adding a new gym and support building, a new two-story core academic building to the north side of the existing school and heavy remodeling throughout the existing building. The play field and parking lot to the west of the existing building will be renovated. Open greenspace will remain in between the expanded building footprint and the Sheldon Nature Preserve. Access to the nature preserve through the school property will be maintained and/or improved to maintain the existing usability of the preserve. Site work includes earthwork, utilities, asphalt and concrete paving, stormwater basins, and landscaping. All new increases in impervious surfaces are being offset by expanded stormwater areas to account for any increase in stormwater capacities by either “treating” it on site and controlling the amount and flow into the stormwater utility system. These properties are not in the drainage basin/will not discharge into Irvine Pond. While it is noted that the function of the site will remain unchanged from what it is today, the school district and design team are mindful of the impact on existing neighbors in this residential area. Perimeter landscaping, exterior lighting, and building aesthetics are intended to be cohesive with the existing building. A traffic study was conducted on this site with input and review from town staff. The new arrangement has the goal of improving site flow for buses, staff and parent drop-off and pick- up. To support the capacity needs of the site, portions of the existing drive-lanes, parking, and playground areas will be reconfigured as follows: • An additional lane of existing traffic will be created at the western parking lot driveway, creating dedicated right-turn and left-turn lanes onto Omro Road to alleviate congestion. • A new pedestrian sidewalk is being extended along the entirety of the western parking lot driveway to connect the sidewalk on Omro Road to the existing sidewalk on the north side of the existing parking lot. • Bike racks are being added at the bus entry sidewalk. • A new pedestrian sidewalk extending from the dedicated bus drop-off/pick-up area on Omro Rd to the building is proposed to keep students as far away from vehicular traffic as possible. • Parent drop-off/pick-up will be conducted at completely different locations on site: bus activity in the bus lane on Omro Road, and parent drop-off/pick-up at the parking lot loop. The town will be working with the school and law enforcement on options for improved safety in the area and items for board consideration will be brought forward at a future meeting. Construction is slated to begin in Spring 2026 and completion in Fall 2027. Page 3 of 3 Actions Requested: a. CSM: Combine 8 parcels into 2—one nature preserve, one for the school grounds. b. Rezoning: The newly created school grounds lot (Lot 1) is currently mixed zoning and will be rezoned to B-3 General Business. The newly created nature preserve lot (Lot 2) will remained zoned A-2 General Agriculture. The rezoning is contingent on approval of the CSM. c. Site Plan: The proposed building addition and changes to the site will be reviewed. Approval of the site plan is contingent on approval of the rezoning. PLANNING COMMISSION RECOMMENDATION: The Planning Commission considered this item at their February 11, 2026 meeting. The project engineer and property owner representative were in attendance. The commission had discussion and concerns with the current and potential traffic impacts at the school, including the busses obscuring vision to the west. The project engineer confirmed that most kids are dropped off by their parents. The commissioners acknowledged that there were accommodations made accounting for traffic within the site; however, issues remain off the property and that law enforcement should be consulted moving forward as the town works with the school on possible solutions. The Planning Commission passed all thee of the motions to recommend approval for the proposed CSM, Rezoning, and Site Plan to the Town Board. Project updates website here: https://www.oshkosh.k12.wi.us/facilities/phase-2-projects Page 1 of 3 AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Discussion and Possible Action re: Certified Survey Map by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to combine 8 parcels into 2 lots located at Oakwood Elementary School, 1225 N. Oakwood Rd. Action Requested: Petitioner is requesting approval of the proposed Certified Survey Map on behalf of the property owner to combine the following parcels into two lots: Lot 1: 002-013114, 002-013113, 002-013111, 002-0130, 002-013109 for the school Lot 2: 002-01240002, 002-013001, 002-13115 for the nature area See attached GIS aerial map of current parcels. Property Location and Type: The subject properties are the site of Oakwood Elementary School and Sheldon Nature Preserve and are zoned A-2 General Agriculture and B-3 General Business. The 5 parcels that will be combined into Lot 1 for the school grounds are mixed zoning and will be rezoned to all B-3 General Business. The 3 parcels that will be combined into Lot 2 will remain zoned A-2 General Agriculture. This will maintain the nature area but by rezoning the school area to B-3 it will allow them to operate the school as a permitted use, rather than conditional use. The parcel is in the protected area of the boundary agreement with City of Oshkosh. ANALYSIS: The proposed CSM would combine 8 parcels into 2 as described above, which would need to continue to meet the dimensional standards for each respective district before and after rezoning (Lot 1 B-3, Lot 2 A-2) in Chapter 23: Town/County Zoning of the Winnebago County Municipal Code, Exhibit 8-2 as follows: Page 2 of 3 Page 3 of 3 The proposed lots appear to meet the dimensional and access requirements and do not conflict with any local, county, or regional plans. RECOMMENDED ACTION: Staff recommends approval of CSM as presented. Should the Town Board agree, the following motion may be made: “Motion to approve the Certified Survey Map by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to combine 8 parcels into 2 lots located at Oakwood Elementary School, 1225 N. Oakwood Rd.” ATTACHMENTS: 1. GIS map of current parcel 2. Town Application 3. Certified Survey Map of proposed lots 2/11/26 Oakwood Elementary (Oshkosh School Area District) current parcels being proposed to be combined into 2 lots: Yellow highlighted: Lot 1, 5 parcels of school grounds Green highlighted: Lot 2, 3 parcels of nature preserve N01°54'07"E 604.36' 117.16' N88°59'32"W N89°00'03"W 515.08' S00°48'45"W 229.88' N00°50'53"E 229.96' N88°59'32"W 410.00' S00°49'39"W 228.00' S88°59'32"E 244.25' L O T 3 C S M 9 9 2 L O T 2 C S M 2 8 7 7 L O T 1 C S M 2 8 7 7 L O T 2 C S M 9 9 2 L O T 1 C S M 9 9 2 N88°59'32"W 2672.18' S. LINE OF SEC. 17, T18N, R16E E. LINE O F THE S.E 1/4 O F SEC. 17, T18N, R16E S00°49'39"W 2664.32' U N P L A T T E D L A N D SL O T 1 C S M 1 9 0 3 N . O A K W O O D R D . O M R O R D . 33' 33' L O T 2 C S M 1 0 8 2 N88°59'36"W 99.77' S00°49'39"W 1161.64' L O T 1 C S M 1 0 8 2 L O T 2 C S M 6 1 4 9 L O T 1 C S M 6 1 4 9 33'33' EXISTING GAZEBO EXISTING BUILDING OAKWOOD ELEMENTARY SCHOOL 1225 N. OAKWOOD RD., OSHKOSH, WI 54904 4.67' 5.54' 27.64' 29.30' 363.72' 138.39' 27.53' 39.24' 68.53' 64.41' 46.68' 61.63' 30.20' 133.46' 12 FT WIDE ELECT. EASEMENT WISCONSIN PUBLIC SERVICE CORP. S00°49'39"W 228.00' 35'209.25' 148.69' 434.01' S89°10'16"W 111.70' N00°16'34"E 336.71' S89°31'22"E 382.56' N00°49'59"E 343.31' N88°32'46"E 433.10' S89°00'54"E 103.80' S00°49'39"W 205.99' S88°54'19"E 80.75' 564.96' 596.68' EXISTING GAZEBO LOT 2 600,500 sq. ft. 13.786 acres LOT 1 642,740 sq. ft. 14.755 acres PROPOSED ACCESS EASEMENT FOR THE BENEFIT OF LOT 2 OVER LOT 1 U N P LA T T E D LA N D S U N P L A T T E D L A N D S U N P L A T T E D L A N D S UN P LAT T E D LAN DS U N P L A T T E D L A N D S UNPLAT TED LANDS 66' R/W (WIDTH VARIES) PARCEL 4 TAX KEY: 002-01240002 PARCEL 3 TAX KEY: 002-013001 PARCEL 2 TAX KEY: 002-013115 PARCEL 1 TAX KEY: 002-013114 TAX KEY: 002-013111 TAX KEY: 002-013113 TAX KEY: 002-013109 TAX KEY: 002-013130 (R.A S89°43'25" 382.70') (R.A S00°04'54" 343.17') S88°41'38"E 886.37' 19' x 25' PERMANENT LIMITED EASEMENT TOTHE TOWN OF ALGOMA PER DOC. NO. 1832638 35' DEDICATED TO THE PUBLIC N00°49'39"E 227.99' 26.25' 15.66' 14.90' 7,980 sq. ft. 0.183 acres 35' N01°58'12"E 64.87' 601.37' OAKW OOD CIR. OMRO RD. N. OAKW OOD RD. VALLEY RD. HONEY CREEK RD. STATE ROAD 21 SHELDON CIR. Sheet 1 of 5 788 N. Jefferson St. Suite 900 Milwaukee, Wisconsin 53202 kapurinc.com S.W CORNER OF N.E 1/4 SEC. 17, T18N, R16E GIN SPIKE N: 478784.415 E: 773266.403 EAST 1/4 CORNER SEC. 17, T18N, R16E GIN SPIKE N: 478737.411 E: 775938.173 2401.32' PROPOSED CSM 17 145.04' N.E N.W S.W S.E N.E 1/4 CORNER SEC. 17, T18N, R16E BERNTSEN MON. N: 481401.453 E: 775976.652 NOT TO SCALE VICINITY MAP N.E 1/4 SECTION 17, T18N, R16E 1525.38' N01°54'06" 867.39' S-2239 WI GARY R. SPLINTER OAK CREEK 168.89' DETAIL (NOT TO SCALE) DETAIL (NOT TO SCALE) 604.36' 3.00' 64.87' 886.37' 3.00' 886.37' 564.96' 596.68' 601.37' N01°54'07"E 604.36' 117.16' N88°59'32"W N89°00'03"W 515.08' S00°48'45"W 229.88' N00°50'53"E 229.96' N88°59'32"W 410.00' S00°49'39"W 228.00' S88°59'32"E 244.25' N88°59'32"W 2672.18' S. LINE OF SEC. 17, T18N, R16E E. LINE O F THE S.E 1/4 O F SEC. 17, T18N, R16E S00°49'39"W 2664.32' N . O A K W O O D R D . O M R O R D . 33' 33' L O T 2 C S M 1 0 8 2 N88°59'36"W 99.77' S00°49'39"W 1161.64' L O T 1 C S M 1 0 8 2 L O T 2 C S M 6 1 4 9 L O T 1 C S M 6 1 4 9 33'33' EXISTING GAZEBO EXISTING BUILDING OAKWOOD ELEMENTARY SCHOOL 1225 N. OAKWOOD RD., OSHKOSH, WI 54904 12 FT WIDE ELECT. EASEMENT WISCONSIN PUBLIC SERVICE CORP. S00°49'39"W 228.00' 35'209.25' S89°10'16"W 111.70' N00°16'34"E 336.71' 564.96' 596.68' EXISTING GAZEBO LOT 2 600,500 sq. ft. 13.786 acres LOT 1 642,740 sq. ft. 14.755 acres PROPOSED ACCESS EASEMENT FOR THE BENEFIT OF LOT 2 OVER LOT 1 U N P LA T T E D LA N D S U N P L A T T E D L A N D S U N P L A T T E D L A N D S UNP LAT T E D LAN DS U N P L A T T E D L A N D S 66' R/W (WIDTH VARIES) PARCEL 3 TAX KEY: 002-013001 PARCEL 2 TAX KEY: 002-013115 PARCEL 1 TAX KEY: 002-013114 TAX KEY: 002-013111 TAX KEY: 002-013113 TAX KEY: 002-013109 TAX KEY: 002-013130 S88°41'38"E 886.37' 19' x 25' PERMANENT LIMITED EASEMENT TO THE TOWN OF ALGOMA PER DOC. NO. 1832638 35' DEDICATED TO THE PUBLIC N00°49'39"E 227.99' 7,980 sq. ft. 0.183 acres 35' L1 L2 C1 L3 L4 L5 L6 C2 L7 C3 L8 C4 L9 C5 L10 L11 L12 C6 L13 C7 L14 C8 L15 C9 L16 L17 L18 C10 L19 C11 L20 C12 L21C13 L22 L24C14 L25 L26 L27 C15 L28 L29 C16 L30 C17 L23 N01°58'12"E 64.87' 601.37' 788 N. Jefferson St. Suite 900 Milwaukee, Wisconsin 53202 kapurinc.com Sheet 2 of 5 S.W CORNER OF N.E 1/4 SEC. 17, T18N, R16E GIN SPIKE N: 478784.415 E: 773266.403 EAST 1/4 CORNER SEC. 17, T18N, R16E GIN SPIKE N: 478737.411 E: 775938.173 2401.32' 145.04' N.E 1/4 CORNER SEC. 17, T18N, R16E BERNTSEN MON. N: 481401.453 E: 775976.652 751.67' 104.38' EASEMENT DETAIL ACCESS EASEMENTS BENEFITING LOT 2 39.33' S-2239 WI GARY R. SPLINTER OAK CREEK N04°07'14"W 22.09' Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 Length 106.88' 105.64' 68.98' 20.60' 47.23' 70.88' 17.04' 65.87' 44.24' 19.95' 30.33' 42.74' 44.24' 65.87' 17.04' 70.13' 39.42' 28.35' 317.15' 40.47' Direction N00° 45' 33"E N05° 35' 17"W N20° 22' 02"E N30° 26' 25"E N40° 05' 25"W N35° 50' 27"W N07° 44' 10"W N08° 14' 18"E N12° 25' 13"W N50° 02' 41"E S88° 41' 38"E S50° 02' 41"W S12° 25' 13"E S08° 14' 18"W S07° 44' 10"E S35° 50' 27"E S40° 05' 25"E N30° 26' 25"E S88° 59' 03"E S01° 51' 54"W L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 312.61' 214.16' 33.93' 310.64' 31.96' 29.35' 31.56' 46.14' 254.36' 26.32' N89° 00' 14"W S00° 51' 22"W N88° 59' 36"W N89° 00' 14"W N20° 42' 19"E N03° 48' 08"E N19° 19' 09"E S79° 31' 50"E S88° 59' 03"E S01° 51' 54"W Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 Length 34.45' 51.50' 40.43' 120.79' 70.86' 49.06' 128.00' 34.85' 41.69' 47.58' 63.42' 77.78' 78.66' 49.25' 43.91' 47.57' 46.67' Radius 97.00' 105.00' 145.00' 335.00' 65.00' 45.00' 355.00' 125.00' 85.00' 45.00' 40.00' 50.00' 50.00' 72.00' 31.00' 30.00' 30.00' Chord Bearing N10° 11' 29"E N21° 47' 18"W N00° 15' 04"E S02° 05' 27"E N18° 48' 44"E N18° 48' 44"E S02° 05' 27"E N00° 15' 04"E N21° 47' 18"W N60° 43' 41"E S43° 33' 35"E S46° 25' 50"W N45° 55' 34"E S71° 24' 06"W N59° 53' 40"E S43° 33' 35"E S46° 25' 50"W Chord Length 34.27' 50.99' 40.30' 120.14' 67.41' 46.67' 127.31' 34.74' 41.28' 45.39' 56.99' 70.17' 70.80' 48.29' 40.33' 42.74' 42.10' Line # Length Direction Line # Length Direction 168.89' 788 N. Jefferson St. Suite 900 Milwaukee, Wisconsin 53202 kapurinc.com N. OAKW OOD RD. 66' R/W E. LINE OF THE S.E 1/4 SEC. 17, T18N, R16E N00°49'39"E 2664.32' N86°41'46"W 27.23' 35' 33' 35.00' 70.95' S00°49'39"W 263.00' N71°59'28"W 4.46' N89°47'04"W 27.90' S89°47'04"E 29.46' S86°41'46"E 27.43'S71°59'28"E 3.54' S81°47'37"W 40.10' 19.80' S02°33'52"W N81°47'37"E 27.38' S87°26'08"E 12.00' TO BE DEDICATED AS PUBLIC R/W 12 FT WIDE ELECT. EASEMENT WISCONSIN PUBLIC SERVICE CORP. N02°33'52"E 9.86' 145.04' N00°49'39"E 12.01' LOT 1 642,740 sq. ft. OR 14.755 acres Sheet 3 of 5 NORTHEAST 1/4 CORNER SEC. 17, T18N, R16E BERNTSEN MON. N: 481401.453 E: 775976.652 EAST 1/4 CORNER SEC. 17, T18N, R16E GIN SPIKE N: 478737.411 E: 775938.173 33.00' NOT TO SCALE EASEMENT DETAIL ELECTRIC EASEMENT WISCONSIN PUBLIC SERVICE CORP. S-2239 WI GARY R. SPLINTER OAK CREEK SURVEYOR'S CERTIFICATE STATE OF WISCONSIN) )SS WINNEBAGO COUNTY) I, GARY R. SPLINTER, PROFESSIONAL LAND SURVEYOR S-2239, DO HEREBY CERTIFY THAT I HAVE SURVEYED, DIVIDED AND MAPPED A DIVISION OF PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 18 NORTH, RANGE 16 EAST, IN THE TOWN OF ALGOMA, WINNEBAGO COUNTY, WISCONSIN, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 17; THENCE N00°49'39"E, ALONG THE EAST LINE OF SAID SECTION 17, 35.00 FEET TO A POINT ALONG THE NORTH RIGHT OF WAY LINE FOR OMRO ROAD; THENCE NORTH 88°59'32 WEST, ALONG SAID NORTH LINE OF OMRO ROAD, 410.00 FEET; THENCE NORTH 00°49'39" EAST, 227.99 FEET; THENCE NORTH 89°00'03" WEST, 515.08 FEET; THENCE SOUTH 00°48'45" WEST, 229.88 FEET TO THE NORTH LINE OF OMRO ROAD; THENCE NORTH 88°59'36" WEST ALONG SAID NORTH LINE, 99.77 FEET; THENCE NORTH 00°50'53" EAST, 229.96 FEET; THENCE NORTH 88°59'32" WEST, 117.16 FEET; THENCE NORTH 01°54'07" EAST, 604.36 FEET; THENCE NORTH 01°58'12"E, 64.87 FEET; THENCE SOUTH 89°10'16" WEST, 111.70 FEET; THENCE NORTH 00°16'34" EAST, 336.71 FEET; THENCE SOUTH 89°31'22" EAST ALONG THE SOUTH LINE OF LOT 1 CERTIFIED SURVEY MAP 1903, 382.56 FEET; THENCE NORTH 00°49'59" EAST ALONG THE EAST LINE OF SAID LOT 1, 343.31 FEET TO THE SOUTH LINE OF LOT 2 CERTIFIED SURVEY MAP 922; THENCE NORTH 88°32'46" EAST ALONG THE SOUTH LINE OF LOTS 2 & 3 CERTIFIED SURVEY MAP 922, AND LOTS 1 & 2 CERTIFIED SURVEY MAP 2877, 433.10 FEET; THENCE SOUTH 89°00'54" EAST, 103.80 FEET; THENCE SOUTH 00°49'39" WEST, 205.99 FEET; THENCE SOUTH 88°54'19" EAST, 80.75 FEET; THENCE SOUTH 00°49'39" WEST, ALONG THE WEST LINE OF LOTS 1 AND 2 OF CERTIFIED SURVEY MAP 6149 AND THE WEST LINE OF LOTS 1 AND 2 OF CERTIFIED SURVEY MAP 1082, 1161.64 FEET; THENCE SOUTH 88°59'32" EAST, 244.25 FEET TO THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 17; THENCE SOUTH 00°49'39" WEST ALONG SAID EAST LINE, 228.00 FEET TO THE POINT OF BEGINNING.. SAID LANDS AS DESCRIBED CONTAINING 1,251,220 SQUARE FEET OR 28.724 ACRES MORE OR LESS. I FURTHER CERTIFY THAT I HAVE MADE THE SURVEY, LAND DIVISION, AND MAP BY THE DIRECTION OF OSHKOSH AREA SCHOOL DISTRICT, OWNERS OF SAID LAND, THAT THE MAP IS A CORRECT REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF THE LAND SURVEYED AND THE LAND DIVISION THEREOF MADE, THAT I HAVE FULLY COMPLIED WITH S. 236.34 OF THE WISCONSIN STATUTES AND THE WINNEBAGO COUNTY LAND DIVISION ORDINANCE. GARY R. SPLINTER S-2239 DATE Sheet 4 of 5 788 N. Jefferson St. Suite 900 Milwaukee, Wisconsin 53202 kapurinc.com CORPORATE OWNER'S CERTIFICATE OSHKOSH AREA SCHOOL DISTRICT, AS OWNER, DOES HEREBY CERTIFY THAT SAID SCHOOL DISTRICT CAUSED THE LAND DESCRIBED ON THIS MAP TO BE SURVEYED, DIVIDED, MAPPED, AND DEDICATED AS REPRESENTED ON THIS MAP IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF OSHKOSH, AND CHAPTER 236 OF THE WISCONSIN STATE STATUTES. THE OSHKOSH AREA SCHOOL DISTRICT, DOES FURTHER CERTIFY THAT THIS MAP IS REQUIRED BY S.236.01 or S.236.12 TO BE SUBMITTED TO THE CITY OF OSHKOSH FOR APPROVAL OR OBJECTION. IN WITNESS WHEREOF, THE OSHKOSH AREA SCHOOL DISTRICT HAS CAUSED THESE PRESENTS TO BE SIGNED BY DREW NIEHANS, EXECUTIVE DIRECTOR OF BUSINESS SERVICES AT ____________________, WISCONSIN, THIS ______________ DAY OF ____________________ 2026 OSHKOSH AREA SCHOOL DISTRICT DREW NIEHANS, EXECUTIVE DIRECTOR OF BUSINESS SERVICES STATE OF WISCONSIN) )SS COUNTY OF WINNEBAGO) PERSONALLY CAME BEFORE ME THIS____________DAY OF___________________ , 2026, THE ABOVE NAMED DREW NIEHANS OF THE OSHKOSH AREA SCHOOL DISTRICT, TO ME KNOWN TO BE THE PERSON WHO EXECUTED THE FOREGOING INSTRUMENT, AND TO ME KNOWN TO BE SUCH MANAGING MEMBER OF SAID CORPORATION AND ACKNOWLEDGED THAT HE EXECUTED THE FOREGOING INSTRUMENT AS SUCH OFFICER AS THE DEED OF SAID CORPORATION, BY ITS AUTHORITY. MY COMMISSION EXPIRES _________________ ________________________________ NOTARY PUBLIC, STATE OF WISCONSIN S-2239 WI GARY R. SPLINTER OAK CREEK TOWN BOARD OF ALGOMA CERTIFICATE THIS CERTIFIED SURVEY MAP WAS APPROVED BY THE TOWN BOARD OF ALGOMA ON THIS _______ DAY OF____________________ , 2026 PRINCIPAL PLANNER, CITY OF OSHKOSH DATED TOWN TREASURER CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO UNPAID TAXES OR UNPAID SPECIAL ASSESSMENTS ON ANY OF THE LAND INCLUDED ON THIS CERTIFIED SURVEY MAP. TOWN TREASURER DATED COUNTY TREASURER CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO UNPAID TAXES OR UNPAID SPECIAL ASSESSMENTS ON ANY OF THE LAND INCLUDED ON THIS CERTIFIED SURVEY MAP. COUNTY TREASURER DATED Sheet 5 of 5 788 N. Jefferson St. Suite 900 Milwaukee, Wisconsin 53202 kapurinc.com S-2239 WI GARY R. SPLINTER OAK CREEK CERTIFICATE OF PLANNING AGENCY PURSUANT TO THE LAND REGULATIONS OF WINNEBAGO COUNTY, WISCONSIN, ALL THE REQUIREMENTS FOR APPROVAL HAVE BEEN FULFILLED. THIS MINOR SUBDIVISION WAS APPROVED BY THE WINNEBAGO COUNTY PLANNING AND ZONING DEPARTMENT. AUTHORIZED SIGNATURE DATED PRINTED NAME CITY OF OSHKOSH EXTRATERRITORIAL APPROVAL THIS CERTIFIED SURVEY MAP WAS APPROVED BY THE CITY OF OSHKOSH ON THIS ______________ DAY OF _________, 20_____. CITY CLERK Page 1 of 4 AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Discussion and Possible Action re: Request by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to rezone a portion (Lot 1) of the Oakwood Elementary School property at 1225 N. Oakwood Rd, from A-2 General Agriculture District to B-3 General Business District. Action Requested: Petitioner is requesting approval of a change in zoning designation from A-2 General Agricultural District to B-3 General Business District to have one zoning district for the entire lot and operate under a permitted use. Applicable Provisions: Town of Algoma Comprehensive Plan Chapter 23: Town/County Zoning of the Winnebago County Municipal Code Property Location and Type: The subject property is the 5 parcels proposed to be combined into Lot 1 in the previous agenda item. It is the site of Oakwood Elementary School and is currently zoned A-2 General Agriculture and B-3 General Business. Rezoning the school area to B-3 it will allow them to operate the school as a permitted use rather than conditional use. The parcel is not in an area of Town where a boundary agreement is currently in effect. Subject Site: Existing Land Use Zoning Elementary School and Recreation A-2 General Agriculture District B-3 General Business District Adjacent Land Use and Zoning: Existing Land Uses Zoning North Recreation A-2 General Agriculture District South Residential R-1 Rural Residential District East Residential R-1 Rural Residential District West Residential R-1 Rural Residential District Page 2 of 4 Comprehensive Plan: Land Use Recommendation Use Category Current Land Use Institutional Facilities and Recreational Facilities Future Land Use Institutional Facilities and Recreational Facilities Zoning Definitions: A-2 General Agriculture District – This district is intended to accommodate both large and small-scale farms and hobby farms. Although scattered residential lots are allowed, agriculture is the predominant land use. This district should be located in those areas suitable for agriculture, but not for large-scale agricultural operations, and adjacent to urbanizing areas. B-3 General Business District – This district is intended to accommodate primarily large-scale commercial projects of regional importance that require access to major road corridors. This district is intended to include one or more parcels of land that as a general rule includes 20 acres or more. Lots are connected to a public sanitary sewer system or have an on-site sewage disposal system. Key for colors on Future Use map to the left Institutional Facilities – Land for public and private facilities dedicated to public services (blue) Recreational Facilities – Land uses that provide leisure activity opportunities for citizens (green) Mixed-Duplexes and Commercial /Retail – Land uses that provide low density residential and commercial (orange and yellow stripes) Commercial (pink) Low density/Single Family Residential (yellow and pale yellow) The Town Comprehensive Plan and Future Use Map is available on the town website: https://townofalgomawi.gov/planning/ ANALYSIS: The petitioner has consulted with the county and the proposed zoning change, as stated above, is being requested because the school can then operate as a permitted use on the entirety of proposed Lot 1, which will encompass all of the school grounds, rather than a conditional use, as is allowable under A-2 zoning. The town comprehensive plan states future uses of “institutional” and “recreational” uses for these parcels. Both are permitted uses in the proposed B-3 General Business District. Page 3 of 4 The current and proposed uses by the school on Lot 1 are consistent with those identified future uses. Changing zoning to B-3 General Business would allow the current uses as well as any uses that are permitted in that district, as well as those allowed by conditional use. See attached the Chapter 23: Town/County Zoning of the Winnebago County Municipal Code 8-1 Land Use Matrix for your reference, which lists all of the permitted, condition use, accessory and temporary uses for each district. Here is a link to the full Chapter 23 which includes definitions of each use in 23.3-2. Here is a summary of the permitted uses the B-3 district: Residential: mixed use housing Special Care Facilities: group day care, hospice care, nursing home, retirement home Group Accommodations: boardinghouse, overnight lodging, resort Food and Beverage Sales: brewpub, restaurant, tavern Vehicle Rental, Sales, and Service: fuel station, repair shop, sales and rental, service shop General Sales: convenience, general retail including large format, outdoor General Services: administrative, adult oriented establishment, body-piercing, commercial kennel, small equipment rental, financial services, funeral home, general repair, general services, health care clinic, health care center, instructional services, professional services, tattoo, small animal veterinary clinic Recreation and Entertainment: indoor and outdoor entertainment and recreation Government and Community Services: administrative government center, civic use facility, community center, community cultural facility, community garden, educational (pre-K through 12 and post-secondary), park, public safety facility, recreation trail, worship facility Telecommunications and Utilities facilities and systems Transportation: mass transit terminal, parking lots and structures Industrial uses: artisan shop The location of this lot at the intersection of Omro Road and Oakwood Road near residential neighborhoods, existing commercial, and future commercial/residential mixed use development make it reasonable that it be zoned B-3 General Business District based on the permitted uses stated above. Any development of the property will need to be reviewed and conform to dimensional standards and zoning code. The public hearing for this zoning amendment will be conducted by Winnebago County Planning and Zoning on February 25, 2026. See attached notice. For the reasons stated above, the proposed change is consistent with the Town Comprehensive Plan and future land use map. Page 4 of 4 RECOMMENDED ACTION: Staff recommends approval of the rezoning request. Should the Town Board agree, the following motion may be made: “Motion to approve the request by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to rezone a portion (Lot 1) of the Oakwood Elementary School property at 1225 N. Oakwood Rd, from A-2 General Agriculture District to B- 3 General Business District contingent on the final recording of the CSM creating Lot 1. ” ATTACHMENTS: 1. Town Application 2. Chapter 23 8-1 Land Use Matrix 3. County Public Hearing Notice Winnebago County Planning and Zoning Department NOTICE OF PUBLIC HEARING PLANNING AND ZONING COMMITTEE February 25, 2026 TO WHOM IT MAY CONCERN: The applicant(s) listed below has requested a Zoning Map Amendment which is regulated by the Town/County Zoning Code, Chapter 23. You are receiving this notice because of this application or petition for action: 1. affects area in the immediate vicinity of property which you own; 2. requires your agency to be notified; 3. requires your Town to be notified; or 4. requires you, as the applicant, to be notified. The Winnebago County Planning and Zoning Committee will be holding a public hearing on February 25, 2026 at 6:30 PM in Conference Room 120 of the David Albrecht Administration Building located at 112 Otter Ave, Oshkosh, WI. All interested persons wishing to be heard at the public hearing may appear in person or via Microsoft Teams using the meeting information below. A direct link to the Microsoft Teams Meeting is available on the Winnebago County Meetings and Agenda calendar on the above indicated date. Microsoft Teams Meeting Information Link: https://winnebagocowi.portal.civicclerk.com/ Select the Agenda PDF on the meeting date and Click "Join Meeting Now" For further detailed information concerning this notice, contact the Town Clerk or the Winnebago County Zoning office, where the application is available for viewing. INFORMATION ON ZONING MAP AMENDMENT REQUEST Application No.: 2026-ZC-7290 Applicant: OSHKOSH AREA SCHOOL DIST Agent: CONSIDINE, NATHANIEL BRAY ASSOCIATES ARCHITECTS INC Location of Premises: 1225 N OAKWOOD RD, OSHKOSH (3 VACANT LOTS) Tax Parcel No.: 002-013114, 002-013109, 002-013113 Legal Description: Being located in part of the SE1/4 of the NE1/4 of Section 17, Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin. Explanation: Applicant is requesting a zoning map amendment to change from A-2, General Agriculture to B-3, General Business District. 2026-ZC-7290 OSHKOSH AREA SCHOOL DIST INITIAL STAFF REPORT Sanitation: Existing; Municipal Overlays: Shoreland Current Zoning: A-2 General Agriculture Proposed Zoning: B-3 Regional Business Surrounding Zoning: North: R-1;A-2; South: R-1;B-3;A-2; East: R-1;B-3; West: R-1; THE FOLLOWING INFORMATION HAS BEEN PROVIDED BY THE OWNER/APPLICANT Describe present use(s): This site, made up of several different parcels, is the existing Oakwood Elementary School (originally constructed in 1953. Describe proposed use(s): There are no proposed changes to the use of the project site. Oshkosh Area School District (OASD) is proposing an addition and renovation to the existing school building and site to support capacity needs of the School District as a whole. Describe the essential services for present and future use(s): The existing essential services currently serving the site include sewer (sanitary and storm), water, streets, etc. adequately support the site. Modifications to the water lateral connection to the water main is being proposed to support new water meter/riser location to support new fire sprinkler system. Describe why the proposed use would be the highest and best use for the property: The proposed use, since it is not changing from it's existing use, is highest and best use for the property as it has been established for nearly 75 years. Portions of the school site are already zoned as B-3 (which K-12 education is already a Permitted Use) and this modification will continue to support the existing uses. Portions of the site currently zoned A-2, have also been approved as Conditional Uses on past projects. Describe the proposed use(s) compatibility with surrounding land use(s): Similar to C-4 above, the established use of the school is adjacent to residential land use at the east and west, along with nature preserve area to the north (Sheldon Nature Center). Proposed site improvements will meet requirements of the zoning ordinance for such adjacencies, with mindful design stretegies to enhance the areas directly abutting neighboring properties (i.e. landscaping, buffer yards, stormwater management, lighting, etc.) SECTION REFERENCE AND BASIS OF DECISION 23.7-5 Basis of Decision Zoning map amendment initiated by a property owner. If a proposed zoning map amendment is initiated by a property owner and would change the zoning classification of a parcel not classified as A-1, the Planning and Zoning Committee in making its recommendation and the Board of County Supervisors in making its decision shall consider the following factors: (1) whether the amendment is consistent with the county’s comprehensive plan, including any future land use maps or similar maps; (2) the extent to which the lot and structures on the subject property conform to the dimensional standards that apply to the proposed zoning district; and (3) any other factor not specifically or generally listed, but deemed appropriate by the committee or board given the particular circumstances. OMRO RD OAKWOOD CIR N OAKWOOD RD OAKDALE CT IRVINE DR OWENS LN HONEY CREEK RD VALLEY RD 002013109 0.53 Ac. 002013113 1.38 Ac. 002013114 9.28 Ac. Application #26-ZC-7290 Date of Hearing: Owner(s): February 25, 2026 OSHKOSH AREA SCHOOL DISTRICT Subject Parcel(s): « Winnebago County WINGS Project Scale County Zoning Districts R-1 R-2 R-3 R-4 R-8 PDD A-1 A-2 I-1 I-2 B-1 B-2 B-3 M-1 Town Zoning Oshkosh Ext. AreaCity of Oshkosh Extraterritorial Zoning Jurisdiction Incorporated Area 002013109 002013113 002013114 1 inch : 300 feet !!!!!! City of Oshkosh GRA CELAND DR KIRKWOOD DR GRE ENFI ELD TR S WESTHAVEN DR LEILA MAE LN SUN NYBRO OK DR WYLDE OAK DR N W ESTHAVEN DR VALLEY RD BROMFIELD DR YORKTON PL HAYDEN DR FORESTVIEW RD BROOKS LN HONEYCREEK CT OAK M ANOR D R AB RAH AM LN LAKE POINTE DR NELSON RD PIERCE LN WI N DING BROOK DR ROSEWOOD LN W ILLOW BEND LN MANOR DR WYLDEWOOD RD ONEIDA AVE BLAKE CT SPRINGMILL DR FALL CREEK LN W ILLO W SP RINGS RD NICOLE CT NOEL CT GOLDEN AVE DUCHESS LN GLORIA CT ABBEY AVE OLDE APPLE LN WELSH HAVEN DR OVER LANDTR W YLDEBERR Y LN QUAILRUN DR THACK ERY DR LA KE BR EEZERD SCENIC DR ADDIE PKW Y OAKWO OD CIR WOODRIDGE DR PRA IRIEWOOD DR BAMBI LN MARYDEN RD SHEPPARD DR EDENCT HIDDENHOLLOW RD FOX FIRE DR SNOW DO N DR ELMHU R ST LN EGG HARBOR LN WEST MOOR RD W ESTB ROO K DR HONEY CREEK RD S CENIC CT CRYER LN LINWAY CT CHARLIE ANNA DR SECURITY DR CREEK SIDE DR BEECHNUTDR EDE N LN DANBE RD LULLABYE RD OAKWOOD CT HICKORY RIDGE RD EAST WAY DR WALDWIC LN CRAB APPLE LN BRAEBURN ST CAMBR IA CT TRILLIUM TR SHOREHAVEN CT CREST W OOD DR PINE R IDGE RD FENZL DR COUNTRY M EADOW CT CADEN C T M ILFORD DR ROLLIN G GREEN CIR OAK CRESTDR SPRING VALLEY RD WILLOW W AYDR ASP IRE LN MILTONCIR RAN-LIE ST BARTON RD KEWAUNEE ST HIGHLANDSHOR E LN CONRAD STSHERRIN STSHEBOY GAN ST SHOREHAVE N LN OAKPARKDR PATRIOT LN VE A NN ABLVD TAMMY RD SHELDON DR OAK WOOD LN WYLDEW OOD D R SC ARLE T OAK TR WESTOWNE AVE HAVENWOOD DR KELSEAWAY LEONARD P OINTLN M OORE ISL S OAKWOOD RD OMRO RD WITZEL AVE N OAKWOOD RD COUNTY RD E LEONARD POINT RD N WASHBURNST STATE RD 21 NB INTERSTATE 41 CLAIRVILLE RD SB INTERS TATE 41 Lake Butte des Morts WINNEBAGO COUNTY = SITE = SITE « Winnebago County WINGS Project 1 inch : 2,000 feet Application #26-ZC-7290 Date of Hearing: Owner(s): February 25, 2026 OSHKOSH AREA SCHOOL DISTRICT Subject Parcel(s): 002013109 002013113 002013114 Page 1 of 2 AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Discussion and Possible Action re: Site plan for Oakwood Elementary School expansion, located at 1225 N. Oakwood Rd, as requested by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District. Action Requested: Petitioner is requesting approval of the site plan for the school expansion project. ANALYSIS: Review was conducted by town staff, the town engineer, and town fire chief. Algoma Sanitary District #1 is also working with the project team to review the plans and accommodate service changes. The site is approximately 29.1 acres but only 4.2 acres are anticipated to be disturbed as part of the project. The site will include a bioretention facility to satisfy stormwater management requirements for the site. The proposed site plan was reviewed under Town Municipal Code Chapter 225, Land Development, Article VII, Site Plan Review for the following: 225-69 Development Standards A. Driveways B. Parking C. Outside Storage of equipment, products or materials D. Landscaping: draft plan, additional edits are anticipated E. Outside storage of waste and trash F. Drainage G. Outdoor Lighting H. Signs Detailed notes of the code requirement review of the above are attached. Page 2 of 2 Fire Department Review: In addition to the fire chief, the town fire inspector/Captain and city fire inspector reviewed the plans. It was confirmed that the new additions/sections and existing building will be equipped with a full remote monitoring fire alarm system and a fully wet sprinklered system. At the time of this memo the Project Team is working with the Fire Chief and Algoma Sanitary District on hydrant locations. If updates are available a revised plan will be presented at the meeting. Approval of hydrant locations by both entities currently included as a condition of approval . Stormwater Management Plan: The County should require that a Stormwater Management Practices Maintenance Agreement be completed, signed and recorded as part of their review process. It is recommended that the Town ensure this agreement is signed and recorded as part of the Town’s approval process, as it is a requirement of the Town’s MS4 permit. Staff has included this as a condition of approval. Assuming the revisions per the fire department for hydrants and access are met with the revised plan, the proposed site plan meets the Town requirements. RECOMMENDED ACTION: Staff recommends approval of the site plan with the condition noted above and contingent on Lot 1 rezoning. Should the Planning Commission agree, the following motion may be made: “Motion to recommend approval to the Town Board of the Site plan for Oakwood Elementary School expansion, located at 1225 N. Oakwood Rd, as requested by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District: - Contingent on approval of the rezone a portion (Lot 1) of the Oakwood Elementary School property at 1225 N. Oakwood Rd, from A-2 General Agriculture District to B-3 General Business District; and - Conditioned on the Stormwater Management Practices Maintenance Agreement between the developer and Winnebago County is signed and recorded; and - Conditioned on the hydrant locations be approved by the Town of Algoma Fire Department and Algoma Sanitary District. ” ATTACHMENTS: 1. Site Plan 2. Town Staff Review Details 3. Town Application OAKW OOD ELEM ENTARY SCHOOL 1225 N. OAKW OOD RD., OSHKOSH, W I 54904 "SHELDON NATURE AREA" BILLBOARD SIGN "OAKWOOD ELEMENTARY" DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA" BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUM PSTER AREA ASPHALT PARKING LOT BASEBALL / SOFTBALL FIELD ASPHALT PARKING LOT ASPHALT PLAY AREA W OOD CHIP PLAYGROUND / JUNGLE GYM AREA ASPHALT DRIVE ASPHALT PARKING LOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ASPHALT PATH SIDEW ALK SIDEW ALK SIDEW ALK SIDEW ALK SIDEWALK CONCRETE CONCRETE SIDEW ALK A.D.A RAMP SIDEWALK STAIRS TRANSFORM ER RAISED GARDEN BEDS SIDEWALK SIDEWALK SIDEWALK SIDEW ALK SIDEW ALK SIDEW ALK SIDEW ALK SIDEW ALK SIDEW ALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANES DRIVE LANES DRIVE LANES DRIVE LANES BASKETBALL HOOPS EXISTING BUILDING EXISTING GAZEBO DENSE W OODS / VEGETATION DENSE W OODS / VEGETATION DENSE W OODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH 33.00' 35.00' 12' WIDE ELECTRIC EASEMENT WISCONSIN PUBLIC SERVICE CORP. PARCEL 4 TAX KEY: 002-01240002 UNPLATTED LANDS LOT 3 CSM 992LOT 2 CSM 2877LOT 1 CSM 2877 LOT 2 CSM 992 LOT 1 CSM 992 TRACT 1 CSM 622 LOT 1 CSM 1521 S. LINE OF SEC. 23, T7N, R20E N88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E S00°49'39"W 2664.32' UNPLATTED LANDS UNPLATTED LANDS UNPLATTED LANDS UNPLATTED LANDS PARCEL 3 TAX KEY: 002-013001 PARCEL 2 TAX KEY: 002-013115 PARCEL 1 TAX KEY: 002-013114 TAX KEY: 002-013111 TAX KEY: 002-013113 TAX KEY: 002-013109 TAX KEY: 002-013130 LOT 2 CSM 6149 LOT 1 CSM 6149 LOT 1 CSM 1903 N. OAKWOOD RD. 66' R/W OM RO RD. (W IDTH VARIES) 33' 33' N01°54'30"E 669.23' S89°10'16"W 111.70' N00°16'34"E 336.71' S89°31'22"E 382.56' N00°49'59"E 343.31' N88°32'46"E 433.10' S89°00'54"E 103.80' S00°49'39"W 205.99' S00°49'39"W 1161.64' S88°59'32"E 244.25' S00°49'39"W 263.00' N88°59'32"W 410.00' N00°49'39"E 262.99' N89°00'03"W 515.08' S00°48'45"W 229.88' N88°59'36"W 99.77' N00°50'53"E 229.96' N88°59'32"W 117.16' LOT 1 CSM 1082 LOT 2 CSM 1082 UNPLATTED LANDS RELEASE: SHEET: REVISIONS: CLIENT: PROJECT MANAGER: PROJECT NUMBER: DATE: #DATEDESCRIPTION SHEET NUMBER: PROJECT: LOCATION: 7711 N. Port Washington Road Milwaukee, Wisconsin 53217 kapurinc.com NORTH ARROW: SEAL: all in SCALE: SU1.10 25.0550 08/26/2025 M.F PLAT OF SURVEY WITH TOPOGRAPHY FINAL OAKWOOD ELEMENTARY SCHOOL 1225 N. OAKWOOD RD., OSHKOSH, WI 54904 1" = 60' BRIAN SANDBERG S-2500 PORT WASHINGTON WISCONSIN VICINITY MAP NOT TO SCALE T E G OH SAN ST W FO TV X X LEGAL DESCRIPTION: Parcel 1: That part of the Southeast 1/4 of the Northeast 1/4 of Section 17, Township 18 North, Range 16 East, in the Town of Algoma, Winnebago County, Wisconsin, described as follows, viz: Commencing at the East Quarter Corner of said Section 17; thence west, along the South line of the Northeast 1/4 of said Section 17, 410 feet; thence north, parallel with the East line of said Section, 263 feet; thence west, parallel with the South line of the Northeast 1/4 of said Section, 731.87 feet, more or less, to the West line of tract of land heretofore conveyed to City of Oshkosh, Board of Education, by Deed recorded in Volume 1296 on Page 1, as Document No. 403785; thence north, along said West line, 600.55 feet, to the South line of tract of land heretofore conveyed to Richard M. Sheldon and Anna F. Sheldon by deed recorded as Document No. 482945; thence east, along said South line, 886.35 feet, to a point that is 244.25 feet west of the East line of said Section; thence south, parallel with the East line of said Section, 597 feet, to a point that is 263 feet north of the South line of the Northeast 1/4 of said Section; thence east, parallel with the South line of the Northeast 1/4 of said Section, 244.25 feet, to the East line of the Northeast 1/4 of said Section; thence south, along the East line of said Section, 263 feet, to the place of beginning. EXCEPTING THEREFROM lands described in Document No. 1832638. For informational purposes only; Property Address: 1225 N Oakwood Rd., Oshkosh, WI 54904 Tax Key Number: 002-0130, 002-013111, 002-013113 and 002-013114 Parcel 2: That part of the Southeast 1/4 of the Northeast 1/4 of Section 17, Township 18 North, Range 16 East, in the Town of Algoma, Winnebago County, Wisconsin, described as follows: Commencing on the South line of said Southeast 1/4 of the Northeast 1/4,244.25 feet west of the Southeast corner of said Southeast 1/4 of the Northeast 1/4; thence north parallel with the East line of said Southeast 1/4 of the Northeast 1/4 860 feet to the point of beginning; thence westerly 886.35 feet to a point 863.55 feet North of the South line of said Southeast 1/4 of the Northeast 1/4; thence North 65 feet to a point 1129.82 feet West of the East line of said Southeast 1/4 of the Northeast 1/4; thence Easterly 885.37 feet to a point 65 feet North of the point of beginning; thence South 65 feet to the point of beginning. For informational purposes only; Property Address: , Oshkosh, WI 54904 Tax Key Number: 002-013115 Parcel 3: That part of the Southeast 1/4 of the Northeast 1/4 of Section 17, Township 18 North, Range 16 East, in the Town of Algoma, Winnebago County, Wisconsin, lying Northerly of the South 925 feet thereof. EXCEPTING THEREFROM the East 244.25 feet thereof. FURTHER EXCEPTING lands described in Document No. 619101. FURTHER EXCEPTING lands described in Document No. 680754. FURTHER EXCEPTING lands described in Document No. 680755. FURTHER EXCEPTING lands described in Document No. 685780. FURTHER EXCEPTING Certified Survey Map No. 1903 recorded September 9, 1988, as Document No. 708526. For informational purposes only; Property Address: , Oshkosh, WI 54904 Tax Key Number: 002-013001 Parcel 4: That part of the Northeast 1/4 of the Northeast 1/4 of Section 17, Township 18 North, Range 16 East, in the Town of Algoma, Winnebago County, Wisconsin, lying southerly of Sheldon Dr, included in the parcel described as follows: That part of the Northeast 1/4 of Section 17, Township 18 North, Range 16 East, in the Town of Algoma, Winnebago County, Wisconsin, described as follows, viz: Commencing on the East and West Quarter line of said Section, at a point One Thousand Six Hundred Fifty-one (1651) feet west of the East Quarter Post of said Section; thence north, parallel with the East line of said Section, One Thousand Seventy-five (1075) feet, the place of beginning; thence east, parallel with the East and West Quarter line of said Section, Two Hundred Thirty-three (233) feet; thence south, parallel with the East line of said Section, One Hundred Fifty (150) feet; thence east, parallel with the East and West Quarter line of said Section, One Thousand One Hundred Seventy-three and Seventy-five Hundredths (1173.75) feet, to a point Two Hundred Forty-four and Twenty-five Hundredths (244.25) feet west of the East line of said Section; thence north, parallel with the East line of said Section, Eight Hundred Fifty-one and Four-tenths (851.4) feet, to a point that is One Thousand Seven Hundred Seventy-six and Four-tenths (1776.4) feet north of the East and West Quarter line of said Section; thence west, parallel with the East and West Quarter line of said Section, Twenty-eight (28) feet; thence north, parallel with the East line of said Section, Eighty (80) feet; thence east, parallel with the East and West Quarter line of said Section, and One Thousand Eight Hundred Fifty-six and Four-tenths (1856.4) feet distant north thereof, Two Hundred Seventy-two and Twenty-five Hundredths (272.25) feet, to the East line of said Section; thence north, along the East line of said Section, Fifty (50) feet; thence west, parallel with the East and West Quarter line of said Section, and One Thousand Nine Hundred Six and Four-tenths (1906.4) feet distant north thereof, Two Hundred Seventy-two and Twenty-five Hundredths (272.25) feet; thence north, parallel with the East line of said Section Two Hundred Twenty (220) feet; thence east, parallel with the East and West Quarter line of said Section, and Two Thousand One Hundred Twenty-six and Four-tenths (2126.4) feet distant north thereof, Two Hundred Seventy-two and Twenty-five Hundredths (272.25) feet, to the East line of said Section; thence north, along the East line of said Section, to a point One Hundred (100) feet south of the Northeast corner of said Section; thence west, parallel with the North line of said Section, Two Hundred Seventy-two and Twenty-five Hundredths (272.25) feet; thence north, parallel with the East line of said Section, to the North line of said Section; thence west, along the North line of said Section, to a point One Thousand Six Hundred Fifty-one (1651) feet west of the Northeast corner of said Section; thence south, parallel with the East line of said Section, to the place of beginning. EXCEPTING THEREFROM the South 456.4 feet of the East 244.50 feet. FURTHER EXCEPTING the North 80 feet of the south 1856.4 feet of the east 272.25 feet. FURTHER EXCEPTING lands described recorded in Vol. 1106, page 341, as Document No. 334402. FURTHER EXCEPTING lands described recorded in Vol. 1127, page 45, as Document No. 341703. FURTHER EXCEPTING lands described recorded in Vol. 1351, page 242, as Document No. 424784. FURTHER EXCEPTING lands described in Document No. 452065. FURTHER EXCEPTING lands described in Document No. 618109. FURTHER EXCEPTING lands described in Document No. 618110. FURTHER EXCEPTING lands described in Document No. 618111. FURTHER EXCEPTING Certified Survey Map No. 1521 recorded April 23, 1986, as Document No. 649961. FURTHER EXCEPTING Certified Survey Map No. 1903 recorded September 9, 1988, as Document No. 708526. FURTHER EXCEPTING Certified Survey Map No. 2483 recorded February 28, 1992, as Document No. 789137. FURTHER EXCEPTING lands described in Document No. 799964. FURTHER EXCEPTING lands described in Document No. 796205. The West 100 feet of the east 1024.87 feet of the South 263 feet of the Southeast 1/4 of the Northeast 1/4 of Section 17,Township 18 North, Range 16 East, in the Town of Algoma, Winnebago County, Wisconsin. EXCEPTING THEREFROM lands described in Document No. 1827511. For informational purposes only; Property Address: , Oshkosh, WI 54904 Tax Key Number: 002-013109 SURVEYOR'S CERTIFICATE: S.E 1/4 CORNER OF THE N.E 1/4 SEC. 22, T18N, R16W GIN SPIKE N: 478737.411 E: 775938.173 ELEV.: 771.675 PROVIDED BY: KNIGHT BARRY TITLE GROUP FILE #: 2339669. EFFECTIVE DATE: JUNE 6th, 2025. PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, AND PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 18 NORTH, RANGE 16 EAST, IN THE TOWN OF ALGOMA, WINNEBAGO COUNTY, WISCONSIN. SITE BENCHMARK ON LIGHT POLE N: 479191.911 E:775051.306 ELEV.: 771.172 BENCHMARK BURYBOLT ON HYD. N: 478999.557 E:775917.849 ELEV.: 769.580 S.W 1/4 CORNER OF THE N.E 1/4 SEC. 17, T18N, R16W GIN SPIKE N: 478784.415 E: 773266.403 ELEV.: 775.507 N.E CORNER SEC. 17, T18N, R16W BERNTSEN CROSS N: 481401.453 E: 775976.652 ELEV.: 753.775 FOUND 3/4" REBAR 3.24' NORTH FOUND CUT CROSS 2.0' SOUTH OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "SHELDON NATURE AREA"BILLBOARD SIGN "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD ASPHALT PARKING LOT ASPHALTPLAY AREAWOOD CHIP PLAYGROUND /JUNGLE GYM AREA ASPHALT DRIVE ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ASPHALT PATH SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK CONCRETE CONCRETE SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES BASKETBALL HOOPS EXISTINGBUILDING EXISTINGGAZEBO DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINETREE LINE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH 33.00'35.00' 12' WIDE ELECTRIC EASEMENTWISCONSIN PUBLIC SERVICECORP. S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20ES00°49'39"W 2664.32'N. OAKWOOD RD.66' R/W OMRO RD.(WIDTH VARIES) 33'33' 19'x25' PERMANENT LIMITEDEASEMENT TO TOWN OF ALGOMADOC. 1832638 OMRO RD.66 FT R/W OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com EXISTINGCONDITIONS PLAN © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C1.00 LEGEND VICINITY MAPNOT TO SCALE PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, AND PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OFSECTION 17, TOWNSHIP 18 NORTH, RANGE 16 EAST, IN THE TOWN OF ALGOMA, WINNEBAGO COUNTY, WISCONSIN. Nicholas Tennessen 02/11/2026 EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "SHELDON NATURE AREA"BILLBOARD SIGN "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD ASPHALTPLAY AREAWOOD CHIP PLAYGROUND /JUNGLE GYM AREA ASPHALT DRIVE 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ASPHALT PATH SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK CONCRETE CONCRETE SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES BASKETBALL HOOPS EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINETREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) OMRO RD.66 FT R/W SITE DEMOLITIONPLAN - AREA A © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C1.11A DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com 02/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALT PARKING LOT ASPHALTPLAY AREAWOOD CHIP PLAYGROUND /JUNGLE GYM AREA ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ASPHALT PATH SIDEWALK SIDEWALK SIDEWALK CONCRETE CONCRETE SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES BASKETBALL HOOPS 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE DEMOLITIONPLAN - AREA B C1.12B DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com 02/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) BIO-RETENTION BASINTOP OF BERM ELEV. = 764.25TOP OF SPILLWAY ELEV. = 763.25TOP OF ENGINEERED SOIL ELEV. = 761.00BOTTOM OF BASIN ELEV. = 759.00SEE DETAILS 1/C2.21 THRU 3/C2.21 OMRO RD.66 FT R/W ONLYONLYONLYONLYONLYONLYONLY © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE LAYOUTPLAN - AREA A C1.21A 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE LAYOUTPLAN - AREA B C1.22B 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 VISITORPARKINGONLY PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) BIO-RETENTION BASINTOP OF BERM ELEV. = 764.25TOP OF SPILLWAY ELEV. = 763.25TOP OF ENGINEERED SOIL ELEV. = 761.00BOTTOM OF BASIN ELEV. = 759.00SEE DETAILS 1/C2.21 THRU 3/C2.21 OMRO RD.66 FT R/W ONLYONLYONLYONLYONLYONLYONLYDIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE SIGNAGE &TRAFFIC CONTROLPLAN - AREA A © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C1.31A 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 VISITORPARKINGONLY PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE SIGNAGE &TRAFFIC CONTROLPLAN - AREA B C1.32B DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) BIO-RETENTION BASINTOP OF BERM ELEV. = 764.25TOP OF SPILLWAY ELEV. = 763.25TOP OF ENGINEERED SOIL ELEV. = 761.00BOTTOM OF BASIN ELEV. = 759.00SEE DETAILS 1/C2.21 THRU 3/C2.21 OMRO RD.66 FT R/W DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE GRADINGPLAN - AREA A © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C1.41A 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE GRADINGPLAN - AREA B C1.42B 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) 19'x25' PERMANENT LIMITEDEASEMENT TO TOWN OF ALGOMADOC. 1832638 BIO-RETENTION BASINTOP OF BERM ELEV. = 764.25TOP OF SPILLWAY ELEV. = 763.25TOP OF ENGINEERED SOIL ELEV. = 761.00BOTTOM OF BASIN ELEV. = 759.00SEE DETAILS 1/C2.21 THRU 3/C2.21 OMRO RD.66 FT R/W ONLYONLYONLYONLYONLYONLYONLY DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE UTILITY PLAN- AREA A © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C1.51A 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' 12' WIDE ELECTRIC EASEMENTWISCONSIN PUBLIC SERVICECORP. S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' 19'x25' PERMANENT LIMITEDEASEMENT TO TOWN OF ALGOMADOC. 1832638 OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE UTILITY PLAN- AREA B C1.52B 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE UTILITYTABLES C1.53C 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) 19'x25' PERMANENT LIMITEDEASEMENT TO TOWN OF ALGOMADOC. 1832638 BIO-RETENTION BASINTOP OF BERM ELEV. = 764.25TOP OF SPILLWAY ELEV. = 763.25TOP OF ENGINEERED SOIL ELEV. = 761.00BOTTOM OF BASIN ELEV. = 759.00SEE DETAILS 1/C2.21 THRU 3/C2.21 OMRO RD.66 FT R/W ONLYONLYONLYONLYONLYONLYONLY DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE EROSIONCONTROL PLAN -AREA A © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C1.61A 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' 12' WIDE ELECTRIC EASEMENTWISCONSIN PUBLIC SERVICECORP. S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' 19'x25' PERMANENT LIMITEDEASEMENT TO TOWN OF ALGOMADOC. 1832638 OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/WDIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE EROSIONCONTROL PLAN -AREA B C1.62B 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 SITE EROSIONCONTROL DETAILS © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C2.10 THE TIMING AND SEQUENCE OF CONSTRUCTION IS SCHEDULED AS FOLLOWS: “” IF CONSTRUCTION SCHEDULES SHOULD CHANGE SIGNIFICANTLY, THIS PLAN NARRATIVE WILL BE UPDATED ANDRESUBMITTED BY THE GENERAL CONTRACTOR TO THE CITY AND WDNR. 02/03/2026ADDENDUM #11 Nicholas Tennessen 02/11/2026 SITE DETAILS © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C2.11 02/03/2026ADDENDUM #11 Nicholas Tennessen 02/11/2026 SITE DETAILS © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C2.12 123456789 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 SITE UTILITYDETAILS © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C2.20 DO NOT POLLUTEDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON 02/03/2026ADDENDUM #11 Nicholas Tennessen 02/11/2026 SITE UTILITYDETAILS © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 C2.21 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 Nicholas Tennessen 02/11/2026 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "SHELDON NATURE AREA"BILLBOARD SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT BASEBALL /SOFTBALL FIELD 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALK SIDEWALK GRAVEL PATH DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES EXISTINGBUILDING DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION DENSE WOODS / VEGETATION TREE LINETREE LINE TREE LINE TREE LINE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE GRAVEL PATH GRAVEL PATH OMRO RD.(WIDTH VARIES) OMRO RD.66 FT R/W ONLYONLYONLYONLYONLYONLYONLYDIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com SITE LANDSCAPEPLAN - AREA A © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 L1.11A 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) PROPOSED BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 766.72 (CIVIL)FFE = 95'-4" (ARCH) EXISTING BUILDINGFFE = 771.39 (CIVIL)FFE = 100'-0" (ARCH) EXISTING BUILDINGFFE = 770.06 (CIVIL)FFE = 98'-8" (ARCH)OAKWOODELEMENTARYSCHOOL1225 N. OAKWOOD RD.,OSHKOSH, WI 54904 "OAKWOOD ELEMENTARY"DIGITAL BILLBOARD SIGN "ENTER" SIGN "EXIT" SIGN GATED DUMPSTER AREA ASPHALT PARKING LOT ASPHALTPARKINGLOT 6 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE SIDEWALK SIDEWALK SIDEWALK SIDEWALK A.D.A RAMPSIDEWALK STAIRS TRANSFORMER RAISED GARDENBEDS SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRIVE LANES DRIVE LANES DRIVE LANESDRIVE LANES DRIVE LANESDRIVE LANES 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE4 FT CHAIN LINK FENCE 35.00' S. LINE OF SEC. 23, T7N, R20EN88°59'32"W 2672.18' E. LINE OF THE S.E 1/4 OF SEC. 23, T7N, R20E OMRO RD.(WIDTH VARIES) 33'33' OMRO RD.66 FT R/W N OAKWOOD RD.66 FT R/W © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE LANDSCAPEPLAN - AREA B L1.12B DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com 02/03/2026ADDENDUM #1102/10/2026ADDENDUM #22 © 2024 Bray Associates Architects, Inc. Project Number: Sheet Title: Project Title:ISSUANCES + REVISIONS: A B C D E 6 Sheet Number: 321 5 64321 5 A B C D E 4 DATEDESCRIPTION 3580 829 South 1st StreetMilwaukee, Wisconsin 53204T: 414.226.0200 Milwaukee www.brayarch.comSheboygan• DavenportMoline• Saint Paul Issued for:TOWN OFALGOMARESUBMITTAL02/10/2026 Additions & RenovationOAKWOOD ELEMENTARY SCHOOLOshkosh Area School District1225 N. Oakwood Rd., Oshkosh, WI 54904 SITE LANDSCAPEDETAILS L2.10 02/03/2026ADDENDUM #11 02/10/2026ADDENDUM #22 OAKWOOD ELEMENTARY SCHOOL OSHKOSH AREA SCHOOL DISTRICT 1225 N. 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.3 H2 @ 8' H3 @ 8' H2 @ 16.75' H2 @ 16.75' H3 @ 8' H2 @ 9' H2 @ 9' H3 @ 8' H3 @ 8' H3 @ 8' H2 @ 8' H3 @ 9.33' H3 @ 9.33' H2 @ 9' H2 @ 9' H2 @ 9' H2 @ 9' H2 @ 9' H2 @ 9' H2 @ 12' H2 @ 11' H2 @ 10' Y4 @ 23' Plan View Scale - 1" = 40ft Statistics Description Symbol Avg Max Min Max/Min Avg/Min SITE 0.1 fc 11.3 fc 0.0 fc N/A N/A Schedule Symbol Label Image QTY Manufacturer Catalog Number Descri ption Filename Lumens per Lamp Lumen Multiplie r LLF Distribut ion Polar Plot H2 15 Lithonia Lighting WPX1 LED P2 40K Mvolt WPX1 LED wallpack 3000lm 4000K color temperature 120- 277 Volts WPX1_LED_P2 _40K_Mvolt.ies 2913 1 2912.845 TYPE III, SHORT, BUG RATING: B1 - U0 - G1 H3 7 BARRON LIGHTING GROUP ECX-40-CP-WH (20W, 4000K) ECX-40-CP-WH (20W, 4000K).IES 2750 1 2750 Y4 1 Lithonia Lighting DSX1 LED P3 40K 70CRI T4M D-Series Size 1 Area Luminaire P3 Performance Package 4000K CCT 70 CRI Type 4 Medium DSX1_LED_P3 _40K_70CRI_T 4M.ies 13968 1 13968.34 TYPE IV, MEDIUM, BUG RATING: B2 - U0 - G4 RELOCATED POLE MOUNTED FIXTURE 1 Oakwood Elementary School Expansion Site Plan, February 2026 Review was provided by Maggie Mahoney, Jason Loduha, Phil Kleman, and Chief Kevin Sawicki. Plans were provided to Kevin Mraz at the Algoma Sanitary District #1. The project team will work with ASD on pipe size/system changes. 225-69 Development Standards. Refer to Chapter 23 of the Winnebago County General Code for standards for each category with exceptions for additional Town requirements as noted below: Ingress/Egress: 225-69 A. Driveways. (3) Exceptions; additional Town requirements. MET/NA, there are no changes to the existing 3 driveways a. Configuration. Driveways shall ordinarily intersect with public streets as nearly as possible at right angles; provided, however, that for high-intensity uses and/or parcels with access to streets with posted speeds of 45 miles per hour or greater, a channelized "T" intersection may be required. For high-intensity uses, acceleration and deceleration lanes may also be required. b. Multiple frontage. Where a parcel abuts two streets, access may be limited to the street with the lowest functional classification (i.e., arterial, collector) as defined in the Algoma Comprehensive Plan: Transportation Element. c. Number and spacing. No parcel fronting on a public street for less than 100 feet shall ordinarily have more than one driveway access to that street. No parcel fronting on a public street for between 100 feet and 250 feet shall ordinarily have more than two driveway accesses to that street; provided, however, that the center line of the two driveways should not be closer than 50 feet for local or collector streets or closer than 75 feet for arterial streets. One additional access may be approved for each additional 250 feet subject to the center line separation of 50 feet for local or collector streets and 75 feet for arterial streets. d. Corner and lot line clearance. No driveway shall be constructed with its center line closer than 75 feet to a local street intersection; closer than 100 feet to a collector street intersection; or closer than 150 feet to an arterial street intersection (as measured from the right-of-way line). No driveway shall be constructed with its center line closer than 25 feet to a property line except when the driveway is jointly used by the adjoining property. e. Width. Minimum driveway widths of 12 feet are required for one-way driveways and minimum driveway widths of 24 feet are required for two-way driveways. Driveways shall not exceed a maximum width of 36 feet at their juncture with the street pavement or 30 feet in width at the property boundary line. f. Coordination with opposite side driveways and buildings. Driveways shall be located to minimize potential interference and conflicts with the use of buildings and driveways located on the opposite side of the street. 2 Parking and on-site circulation: 225-69 B. Parking. (4) Exceptions; additional Town requirements. a. Marking. Any off-street parking in excess of 5,000 square feet of 10 or more parking spaces shall have individual spaces marked (lined). MET Outdoor Storage: NA 225-69 C. Outside storage of equipment, products or materials. (4) Exceptions; additional Town requirements. MET/NA, no change to existing outdoor storage (which is none) a. Separation. Outside storage shall be clearly separated from any off-street parking areas, driveways, buildings and structures by a distance of not less than 10 feet. No outside storage shall be in the front or side yard of a parcel. b. Visibility. No outside storage shall be permitted unless such storage is visually screened from view of any private property owner or roadway, with a suitable solid masonry or wood fence at least six feet in height. Screening shall be well maintained. c. Safety. Such storage area shall be located and arranged so as to not impair the convenience and safety of vehicular or pedestrian travel. No equipment, products or materials shall be piled or stacked to a height exceeding the principal building. d. Surface. In commercial, industrial or multifamily zoned land all outside storage areas shall be surfaced with a hard surface and in industrial areas (as an option) gravel material would be allowed. The surface of outdoor storage areas should be maintained in a smooth, well-graded condition. 225-69 E. Outside storage of waste and trash. MET/NA, no change to existing dumpster enclosure a. General requirement. Storage of waste or trash shall be kept in an enclosure as described in this section. b. Construction standards. An enclosure shall consist of a masonry or solid wooden fence at least six feet in height, with a door having a one-foot vertical clearance at the bottom and a feature that allows doors to be latched in the open position. The floor of a screened enclosure should be at the same level as the lot and be hard surfaced. c. Location. An enclosure should be located at the rear of the building and easily accessible for refuse pickup. Landscaping: 225-69 D. Landscaping.(3) Exceptions; additional Town requirements. a. Not less than 15% of the total parcel or lot area shall be devoted to landscaped areas. b. Additional landscaping requirements as determined necessary by the Town Administrator and approved by the Planning Commission and Town Board, including but not limited to the following: 3 1. Perimeter landscaping. 2. Screening and buffering. 3. Sides of buildings. 4. Parking lots. 5. Heavy equipment and machinery areas. 6. Plant type and size. 7. Materials. MET, plan includes 6 canopy trees, 4 evergreen (Norway spruce) trees, 22 evergreen (Juniper/Arborvitae) shrubs, 29 deciduous shrubs and 32 perennials throughout the project area. The evergreen trees and shrubs appear to be located along property lines to provide screening and buffering from neighboring properties. Surface and subsurface drainage (consistent with Ch 23, Art. 15 of Winnebago County General Code): 225-69 F . Drainage. 1. Drainage requirements. Any parcel developed or redeveloped shall require submittal of drainage impact calculations and appropriate drainage improvements according to the requirements set forth in this Code and Chapter 23, Article 15, of the Winnebago County General Code. 2. Existing drainage. Existing watercourses and drainage patterns shall be maintained. No obstructions, such as plantings, structures, fences, riprap and the like shall be allowed within any existing watercourses or developed drainageways. Met, The proposed grading and utility plans were reviewed for overall drainage. The site includes curb and gutter, storm sewer, pavement and stormwater facilities to convey, detain and treat stormwater runoff from the site. The proposed grading plan and utility plan appear to be in accordance with Town & County standards. Erosion Control Plan: The erosion control plan consists of using a tracking pad, silt fence, ditch checks, inlet protection, seeding, and erosion mat to reduce the amount of sediment leaving the property. The site is required to satisfy the 5 tons/acre/year sediment discharge requirement, but the SWMP did not include any sediment discharge calculations. It is recommended that sediment discharge calculations and corresponding mapping be provided to ensure the 5 tons/acre/year discharge requirement is satisfied. This recommendation will be passed along to the County for consideration in their review. Stormwater Management Plan (on file with the town): The site is proposing a new bioretention facility to provide TSS and peak discharge reductions for the proposed site improvements, including those made with the 2022 site improvements. The proposed bioretention facility is intended to reduce peak discharges down to the meadow pre-development condition and achieve the required 4 TSS reduction for the site. The site is exempt from infiltration performance standards and there does not appear to be any regulated wetlands near or within the limits of land disturbance. We did not complete a detailed review of the SWMP , but do offer the following general comments: • The Stormwater Management Plans (SWMP) mentions the site is considered a re- development site (40% TSS req’t). We would argue the site is considered a mix of new (80% TSS req’t) and re-development. As such, we would anticipate the required TSS reduction required for the site is likely closer to 60% TSS. This comment will be passed along to the County for consideration in their review. • WDNR Technical Standard 1004 (Bioretention for Infiltration) states the maximum drainage area to a bioretention facility shall not exceed 2 acres. It appears the proposed bioretention facility will receive runoff from approximately 4 acres. Consider sizing 2 separate bioretention facilities. This comment will be passed along to the County for consideration in their review. • A quick review of the peak discharge analysis seems to indicate the pre-settlement (meadow) condition includes impervious areas within the curve number calculations. Typically, the pre-settlement condition assumes there are no impervious areas. This comment will be passed along to the County for consideration in their review. • The County should require that a Stormwater Management Practices Maintenance Agreement be completed, signed and recorded as part of their review process. It’s recommended the Town ensure this agreement is signed and recorded as part of the Town’s approval process, as it is a requirement of the Town’s MS4 permit. Architectural features and the specific location and orientation of buildings and structures: 225-69 G. Outdoor lighting. No exterior lighting, whether freestanding or mounted on a building or structure, shall be reflected or produce unreasonable glare beyond the parcel boundaries. All exterior lighting fixtures, either wall mounted or freestanding, shall be identified on the face of the site plan and shall state the dispersion pattern, intensity of light, and cut-off shielding that reflects light downward and in which the light source is not visible from adjacent properties. There will be zero light dispersion at the lot line. Met, the photometric plan was reviewed to ensure to exterior lighting will be reflected or produce unreasonable glare beyond the parcel boundaries. The plan is on file with the town. Signage: 225-69 H. Signs. Met/NA, there are no additional signs or sign changes proposed (3) Exceptions; additional Town requirements. a. Setbacks. No sign shall be located within 10 feet of any side or rear lot line. All signs shall comply with zero light dispersion at the lot line as documented by a photometric plan. AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: WDNR Urban Non-Point Source Planning Grant Update and TMDL Stormwater Analysis SUMMARY: Town Engineer Phil Kleman, McMahon Engineering Inc, will present the attached presentation to update the Board on the deliverables for the planning grant. He is asking the Board to consider a TMCL alternative as the official TMDL Plan of Action which will then be incorporated in the final report. He will explain each alternative at the meeting. Staff have reviewed the report and recommend Alternative 1 because it has the most impact for the cost (it is the lowest cost option). RECOMMENDED ACTION: Staff recommend Alternative 1. Should the Town Board agree the following motion may be made: “Motion to approve Alternative 1 for the TMDL Plan of Action.” ATTACHMENTS: 1. Planning Grant and TMDL Analysis Presentation Page 1 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com WDNR Planning Grant & TMDL Stormwater Analysis PHIL KLEMAN Municipal & Water Resource Engineer February 18, 2026 TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Overview  Regulatory Background  Town’s Municipal Stormwater Permit  Upper Fox & Wolf River Basins TMDL  WDNR Planning Grant  TMDL Stormwater Quality Analysis  Action Items & Recommendations  Funding Options Page 2 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Regulatory Background  Federal • 1987 - Clean Water Act Amendment • 1990 - EPA Phase I Regulation • 1999 - EPA Phase II Regulation  Wisconsin – Phase II • 2002 - NR 151 Performance Standards • 2004 - NR 216 Municipal Permit • 2006 - Municipal Permit Application & Permit Issuance • 2014 - Municipal Permit Renewals & New Permits • 2019 - Municipal Permit Renewals & New Permits TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Town’s Municipal Stormwater Permit  Public Education & Outreach  Public Involvement & Participation  Illicit Discharge Detection & Elimination  Construction Site Pollution Control  Post-Construction Site Storm Water Management  Municipal Pollution Prevention  Storm Sewer System Mapping  Stormwater Quality Management Page 3 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Town’s Municipal Stormwater Permit  Town received its original Municipal Stormwater Permit from Wisconsin DNR in Dec, 2006 • Developed urban areas • Achieve 20% sediment reduction by 2008 • Achieve 40% sediment reduction by 2013  2011 - Wisconsin Act 32 • Removed 40% sediment reduction requirement • 20% sediment reduction remained • Existing best management practices (BMPs) to be maintained. TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Town’s Municipal Stormwater Permit  Wisconsin DNR issued updated permits in May 2014 & May 2019. A new permit was due in May, 2024, but WDNR has yet to re-issue  TMDL phosphorus and sediment reductions now implemented thru Municipal Stormwater Permit  Within 36 months of TMDL approval, Town must submit a Stormwater Quality Management Plan and Plan of Action, including proposed schedule for compliance Page 4 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Total Maximum Daily Load (TMDL)  EPA requires that waterbodies not meeting water quality standards be listed as impaired on Wisconsin’s 303-d list & have TMDL’s developed  TMDL’s determine the amount of a pollutant that a waterbody can receive and still meet water quality standards  TMDL = Nonpoint Allocation + Point Allocation + Margin of Safety TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Total Maximum Daily Load (TMDL)  Upper Fox & Wolf (UFW) River Basins TMDL for phosphorus and sediment pollutants was approved by US Environmental Protection Agency on Feb 27, 2020 Page 5 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS TMDL Implementation  Municipal & Industrial Wastewater Permits  Municipal, Industrial, and Construction Site Stormwater Permits  CAFO Permits and Other Agriculture TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS WDNR Planning Grant  Post-Construction Program • County Inter-Governmental Agreement  Dedicated Revenue • User Charges for Regional Ponds  Update Pollution Prevention Program • Private BMP Inspection & Maintenance • Street Sweeping Program/Routine  Update MS4 Mapping  Update Stormwater Quality Management Plan • TMDL Analysis • TMDL Plan of Action Page 6 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Post-Construction Program  Post-Construction Stormwater Management Program • Developed draft Inter-Governmental Agreement with Winnebago County • Addressed responsibilities and review, permitting, inspection, enforcement and record retention policies / procedures TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Dedicated Revenue  Regional Pond User Charges • Developed “User Charges” for the Jones Pond and Irvine Pond • Establishes a cost per acre of watershed that could be charged to future new development or re- development sites to recoup some of the Town’s capital expenditure Page 7 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Pollution Prevention Program  Private BMP Inspection & Maintenance Procedures • Updated inventory of private BMPs • Inventory maintenance authority for private BMPs via agreements, notes on plats, etc. • Updated letter to send to private BMP owners  Street Sweeping Program • Update street sweeping routine • N. Oakwood Road, Omro Road, Caden Ct & Leonard Point Road TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Storm Sewer System Map Page 8 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Storm Sewer System Map - Outfalls TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Stormwater Quality Management Plan  TMDL Analysis • UFW River Basins TMDL identifies Phosphorus & Sediment pollutant reductions required for the Town’s developed urban area. • Town’s developed urban area falls within two TMDL Sub-Watersheds – Lake Butte des Morts & Sawyer Creek • Typical Urban Stormwater relationship between sediment & phosphorus removals: 80% Sediment = 60% Phosphorus • Wet Detention Ponds: “Max Out” at 60-65% Phosphorus Reduction TMDL Sediment Reduction Required TMDL Phosphorus Reduction RequiredSub-Watershed -83.0%Lake Butte des Morts 48.0%83.0%Sawyer Creek Page 9 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Study Area TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS MS4 Jurisdiction Page 10 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Sub-Watersheds TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Structural BMPs Page 11 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Surface Drainage TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Street Sweeping Grass Swales / Filters Proprietary Devices Wetlands / Wet Ponds Biofilters / Sand Filters Stormwater Quality BMP’s Stream Stabilization Page 12 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Enhanced Settling Systems Preliminary modeling & calculations indicate Enhanced Settling Systems may achieve 90%-95% TP removal Stormwater Quality BMP’s TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Grass Swales Average pollutant load reductions provided by Town grass swales are 78% TSS & 73% TP Page 13 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Pond Concepts TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS TMDL Analysis 2025 Condition Page 14 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS TMDL Analysis - 2025 Condition TMDL Sediment reduction required TMDL Phosphorus reduction requiredSub-Watershed -83%Lake Butte des Morts 48%83%Sawyer Creek 2025 Sediment reduction provided 2025 Phosphorus reduction providedSub-Watershed 77%69%Lake Butte des Morts 54%47%Sawyer Creek TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Alternative 1 $3.1 Million Page 15 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Alternative 2 $5.5 Million TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Alternative 3 $7.0 Million Page 16 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Alternative 4 $7.8 Million TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS TMDL Analysis – Alternatives Summary NOTES KEY ACTIONS COST ALTERNATIVE • Relies on future development loads & reductions to satisfy TMDL • Construct/modify 4 ponds • Confirm maintenance authority for Honey Creek Pond $3.1M Alternative 1 • Relies on future development loads & reductions to satisfy TMDL • Construct/modify 8 ponds • Developers construct 7 regional ponds south of STH 21 to treat existing & new development • Town adds enhanced settling systems to the 7 regional ponds south of STH 21 $5.5M Alternative 2 • Relies on future development loads & reductions to satisfy TMDL • Construct/modify 14 ponds • Adopt 85% TP ordinance for new & re-development sites • Developers treat new development (no existing) south of STH 21 to satisfy 85% TP reduction $7.0M Alternative 3 • Does not rely on future development loads & reductions to satisfy TMDL Construct/modify 16 ponds $7.8M Alternative 4 Page 17 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS TMDL Analysis – Action Items  Review & discuss future development and how to address the 83% TP reduction requirement. • Could consider more restrictive ordinance requirements (ie: 85% TP)  Unsure if Winnebago County will review more restrictive ordinance  May discourage developers (more cost to achieve 85% TP) • Consider maintaining current ordinance requirements and assisting developers with the extra cost to achieve TMDL compliance (ie: install regional ponds and/or enhanced settling systems)  Select a TMDL alternative as official TMDL Plan of Action • Upon selection, need to develop a long-term Capital Improvement Plan, including proposed compliance schedule (can be 50-100 yrs) TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS TMDL Implementation Recommendations  The Town’s SWQMP is a dynamic planning document and the TMDL Plan of Action may need revisions as the Town works through implementation.  Look for opportunities within the Town to construct regional stormwater ponds identified in the final TMDL Plan of Action • Consider new and re-development sites  Look for opportunities to work with other MS4’s (County, State, C. Oshkosh) – Typically are more cost-effective.  There are various funding options to assist the Town with implementation, including WDNR Construction Grants. Page 18 1445 McMahon Drive, Neenah, WI 54956 920-751-4200 www.mcmgrp.com TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Funding Options • Grant Funding • WDNR UNPS&SW Construction (up to $200,000) • Stormwater Utility • Feasibility Study to be completed in 2026 • Connection/User Charge Fees • Special Assessments • Tax Incremental Financing (TIF) Districts • Low-Interest Rate Loans TOWN OF ALGOMA WDNR PLANNING GRANT & TMDL STORMWATER ANALYSIS Questions TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN Resolution No. 2026-6 RESOLUTION APPROVING RELOCATON ORDER AND RIGHT-OF-WAY PLAT FOR THE LEONARD POINT ROAD RECONSTRUCTION PROJECT WHEREAS, the Town of Algoma deems it necessary to construct the public road known as Leonard Point Road, from to Highland Shore Lane to State Highway 21; and WHEREAS, a Right-of-Way Plat for Project ID 6436-01-72/73, dated DATE, has been prepared by SURVEYOR under the direction of the Town, illustrating the lands necessary for said project; and WHEREAS, a Relocation Order is required pursuant to Section 32.05(1) and 84.09 Wis. Stats. to authorize the acquisition of the necessary lands. THEREFORE, BE IT RESOLVED, that the Town Board of the Town of Algoma does hereby approve the Relocation Order and the Right-of-Way Plat for Leonard Point Road, Highland Shore Lane to State Highway 21. BE IT FUTHER RESOLVED, that the Town hereby finds that the lands and interests in lands shown on said plat are necessary for the public improvement. BE IF FURTHER RESOLVED, that the Town Board authorizes the Town Administrator to sign the Relocation Order and approve the Right-of-Way Plat, which shall be recorded in the Office of the Register of Deeds for Winnebago County. Enacted this 18 th day of February, 2026. _____________________________ Joel Rasmussen, Chair Town of Algoma Board ATTEST: _____________________________ Katherine Reinbold, Clerk/Treasurer Town of Algoma RELOCATION ORDER LPA1708 08/2011 (Replaces LPA3006) Project 6436-01-72 Road name Leonard Point Road Highway Local Road County Winnebago Right of way plat date Plat sheet number(s) 4.01-4.20 Previously approved Relocation Order date N/A Description of termini of project: Beginning at a point 2.11 feet East and 99.98 feet North of the West 1/4 corner of Section 17, Township 18 North, Range 16 East, (Station 11+00.00); Thence Northerly & Westerly 6700.00 feet (1.269 miles) along the centerline of Leonard Point Road to the termination point of this relocation order (Station 78+00.00), said point being 916.10 feet East and 22.08 feet South of the Center of Section 7, Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin. To properly establish, lay out, widen, enlarge, extend, construct, reconstruct, improve, or maintain a portion of the highway designated above, it is necessary to relocate or change and acquire certain lands or interests in lands as shown on the right of way plat for the above project. To effect this change, pursuant to authority granted under Section 32.05 Wisconsin Statutes, the Town of Algoma orders that: 1. The said road is laid out and established to the lines and widths as shown on the plat. 2. The required lands or interest s in lands as shown on the plat shall be acquired by: Town of Algoma 3. This order supersedes and am ends any previous order issued by the: Town of Algoma Margaret Mahoney Town Administrator Town of Algoma, Winnebago County, WI Date W:\PROJECTS\A0018\082300503\CADD\Civil3D\Plan Sheets\04-RW PLAT\Relocation Order\Leonard Point Road.doc Eightmile SawyerCr.Omro NEKIMI OMROALGOMAWINNECONNEOSHKOSH 363116 A 21 44 EK KE 4144 IN YY 1 23A Zion Fisk 1691 FF FF S 7645 5 113 116 119120 124 41 Lake Butte des Morts 91 des Morts POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WINNEBAGO COUNTY, NAD83 1991 IN US SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS,AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.RIGHT-OF-WAY MONUMENTS ARE TYPE 2 MONUMENTS (TYPICALLY 3/4" X 18" REBAR) AND ARE PLACED PRIOR TOOR AT THE TIME OF LAND TITLE TRANSFER.RIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDSREFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER "SURVEYS" OF PUBLIC RECORD. NOTES: ACCESS RIGHTS ARACRES ACAHEAD AHALUMINUM ALUMAND OTHERS ET ALBACK BKBLOCK BLKCENTERLINE C/LCERTIFIED SURVEY MAP CSMCONCRETE CONCCOUNTY COCOUNTY TRUNK HIGHWAY CTHDISTANCE DISTCORNER CORDOCUMENT NUMBER DOCEASEMENT EASEEXISTING EXGAS VALVE GVGRID NORTH GNHIGHWAY EASEMENT HEIDENTIFICATION IDLAND CONTRACT LCLEFT LTMONUMENT MONNATIONAL GEODETIC SURVEY NGSNUMBER NO OUTLOT OLPAGEPPOINT OF TANGENCY PTPROPERTY LINE P/LRECORDED AS(100')REEL / IMAGE R/IREFERENCE LINE R/LPERMANENT LIMITED EASEMENT PLEPOINT OF BEGINNING POBPOINT OF CURVATURE PCPOINT OF COMPOUND CURVE PCCPOINT OF INTERSECTION PIREMAINING REMRESTRICTIVE DEVELOPMENT EASEMENT RDERIGHT RTRIGHT OF WAY R/WSECTION SECSEPTIC VENTSEPVSQUARE FEET SFSTATE TRUNK HIGHWAY STHSTATION STATELEPHONE PEDESTAL TPTEMPORARY LIMITED EASEMENT TLETRANSPORTATION PROJECT PLAT TPPUNITED STATES HIGHWAY USHVOLUME V CONVENTIONAL ABBREVIATIONS OVERHEAD TRANSMISSION LINES NON-COMPENSABLECOMPENSABLE WGTOHETVFOSANSS CONVENTIONAL UTILITY SYMBOLSWATERGASTELEPHONEELECTRICCABLE TELEVISIONFIBER OPTICSANITARY SEWERSTORM SEWERPOWER POLETELEPHONE POLETELEPHONE PEDESTAL ELECTRIC TOWER CONVENTIONAL SYMBOLS W SECTION LINEQUARTER LINESIXTEENTH LINENEW REFERENCE LINENEW R/W LINE CORPORATE LIMITSUNDERGROUND FACILITYFEE ACQUISITION AREA(HATCHING VARIES BY OWNER)(COMMUNICATIONS, ELECTRIC, ETC) EXISTING R/W LINEPROPERTY LINE TR CAUTIONCAUTION(TYPE) P/L (TYPE)SIGNSIGN BUILDINGTRANSMISSION STRUCTURESACCESS CONTROLLED BY ACQUISITIONNO ACCESS (BY STATUTORY AUTHORITY)ACCESS RESTRICTED(BY PREVIOUS PROJECT OR CONTROL) BRIDGE PARCEL NUMBERUTILITY NUMBER25 300 SIXTEENTH CORNER MONUMENT 18923241615 #1-25 NW TEMP. LIMITED EASEMENT AREA LOT, TIE, AND OTHER MINOR LINES NATIONAL GEODETIC SURVEY MONUMENT SECTIONCORNER EASEMENT AREA (HIGHWAY,PERMANENT LIMITED, ORRESTRICTED DEVELOPMENT) NOTATION FORHIGH VOLTAGETRANSMISSIONLINES NOTATION FORCOMBUSTABLEFLUIDSVALVE (GAS,WATER, ETC.)OFF-PREMISESIGNSIGN R/W MONUMENT SLOPE INTERCEPT PARALLEL OFFSETS NO ACCESS (NEW HIGHWAY)BUILDING (TO BE REMOVED) 1" IRON PIN FOUND3/4" ROUND STEEL REBAR FOUND1 1/4" ROUND STEEL REBAR FOUND2" IRON PIN FOUND R/W PROJECT NUMBER PLOT NAME : W:\PROJECTS\A0018\082300503\CADD\CIVIL3D\PLAN SHEETS\04-RW PLAT\TITLE SHEET LEONARD POINT RD RW PLAT.DWGFILE NAME : 2/11/2026 3:04 PMPLOT DATE :PLOT BY :MARTY ABING R/W PROJECT NUMBERSHEETNUMBERTOTALSHEETSPLAT OF RIGHT OF WAY REQUIRED FOR LAYOUTSCALE0TOTAL NET LENGTH OF CENTERLINE = 6436-01-726436-01-72TOWN OF ALGOMA - LEONARD POINT ROADHIGHLAND SHORE LANE TO S.T.H. 21LEONARD POINT ROADWINNEBAGO COUNTY 4.0120 2 MI1.269 MILESCAUTION:THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY. DEEDSMUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES. CURVE DATA ABBREVIATIONS/DELTALONG CHORD LCHLONG CHORD BEARING LCBRADIUS RDEGREE OF CURVE DCENTRAL ANGLELENGTH OF CURVE LTANGENT TDIRECTION AHEAD DADIRECTION BACK DB R-16-E T-18-N T-17-N T-19-N BEGIN RELOCATION ORDER STA 11+00.00Y=478915.198 X=770596.8442.11' EAST AND 99.98 NORTH OF THEWEST 1/4 CORNER OF SECTION 17,TOWNSHIP 18 NORTH, RANGE 16 EAST END RELOCATION ORDER STA 78+00Y-484159.973 X-768975.454916.10' EAST AND 22.08' SOUTH OF THECENTER OF SECTION 7, TOWNSHIP 18NORTH, RANGE 16 EAST BASIS FOR EXISTING RIGHT OF WAYGOVERNMENT CORNERS PER WINNEBAGO COUNTY COORDINATE SYSTEMSUBDIVISION PLATS TRANSPORTATION PROJECT PLAT 6180-20-4.02 MARCH 14, 2024 KOELLER SUBDIVISION DECEMBER 31, 1956 CRESTWOOD OCTOBER 14, 1964 MIL ROCK HILL PLAT JUNE 18, 1965 FIRST ADDITION TO BRECONSHIRE APRIL 02, 1993 1ST ADDITION TO BUTTE DES MORTS MEADOWS OCTOBER 6, 1995 LEONARD POINT AUGUST 29, 1929FOUND MONUMENTS AS SHOWN ON THIS PLAT OF RIGHT-OF-WAYDEEDS OF RECORDPLATS OF SURVEY CERTIFIED SURVEY MAPS VOLUME 1, PAGE 11 MAY 16, 1967 VOLUME 1, PAGE 697 NOVEMBER 28, 1979 VOLUME 1, PAGE 1304 SEPTEMBER 11, 1984 VOLUME 1, PAGE 1468 NOVEMBER 4, 1985 VOLUME 1, PAGE 2826 DECEMBER 1, 1993 VOLUME 1, PAGE 4965 MARCH 22, 2002 VOLUME 1, PAGE 5344 OCTOBER 10, 2003 VOLUME 1, PAGE 6343 FEBRUARY 5, 2009 VOLUME 1, PAGE 6499 OCTOBER 22. 2010 C.S.M. NO. 7110 DOC. #1717131 JULY 6, 2016 C.S.M. NO. 7260 DOC. #1750025 SEPTEMBER 25, 2017 C.S.M. NO. 7298 DOC. #1755639 DECEMBER 5, 2017 C.S.M. NO. 7334 DOC. #1761006 FEBRUARY 28, 2018 R-15-E R-17-E ORIGINAL PLANS PREPARED BY MCMAHON ________________ _____________________________________ DATE SIGNATURE PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT RD RW PLAT SOI.DWGFILE NAME : 2/11/2026 11:31 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72__________________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - Sheet - (1) 02 PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT RD RW PLAT SOI.DWGFILE NAME : 2/11/2026 11:31 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72__________________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - Sheet - (2) 03 PIERCE LNLEONARD POINT RD OMRO ROAD TOWN SW1/4 NW1/4SEC. 17 S.T.H. 21 OF ALGOMACHARLIE ANNA DR DUCHESS LN VEANNA BLVDBAMBI LNLEONARD POINT LNNELSON RD LEONARD POINT RD CRESTWOOD DRHIGHLANDSHORE LN NW1/4 NW1/4SEC. 17 SE1/4 NE1/4SEC. 18NE1/4 NE1/4SEC. 18SE1/4 SE1/4SEC. 7NE1/4 SE1/4SEC. 7 NW1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8 GOV'T LOT 1SEC. 7 PLOT SCALE :1:400 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD LAYOUT.DWGFILE NAME : 2/11/2026 11:31 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________400200 _____LAYOUT NAME - RW 1 IN 400 FT 04 SANSANG G G G G G G G G FOFO T T T TTT T T T SAN C C GG MBMB LOT 11 KOELLERSUBDIVISIONTOWN OF ALGOMAWINNEBAGOCOUNTY1/4 LINE SEC LINE SE1/4 NE1/4SEC. 18 S.T.H. 21BEGIN RELOCATION ORDERSTA-11+00.00Y-478915.198X-770596.844 20' SANITARYSEWER EASEMENT 9 10 11 12 13LEONARD POINT ROAD PIERCE LN OMRO RD STH 21 UNPLATTEDLANDS LOT 10 KOELLERSUBDIVISION 0.156 TLE FOR GRADING 0.087 TLE FOR GRADING33.00'EXISTINGR/WVARIES33.00' 1091" PIPE 1933/4" REBAR 1942" PIPE SW1/4 NW1/4SEC. 17 50.0' 1/4 LINE 1/4 LINER/L&S/L-N01°12'42"E 2659.00'N01°12'42"E 2659.00'(CORNER TO CORNER)BERNTSEN ALUMINUMMONUMENT FOUNDSTA 10+00.00Y=478815.220X=770594.730 N01°12'42"E 1048.83'S01°12'42"W 1049.32' PRW113+22.0733.00' R/W N01°12'42"E 297.31' N89°12'44"W 66.00'33.00' 33.00' 0.043 TLE FOR GRADING R/L LEONARD POINT RD 12+97.31R/L PIERCE LN 200+00.00Y-479112.465X-770601.016 9 R/W R/W R/W R/W R/W R/W R/W R/W ASPHALTASPHALT R/W TLE 199 200 25.0'25.0' R/L-S89° 12' 44"ETLETLE 400 401 402TR181718N16E 406 EXISTING R/W MONUMENTS FOUNDPOINT #109193194Y COORDS479138.161478897.846479089.292X COORDS770569.073770637.211770567.856FOUND1" PIPE3/4" REBAR2" PIPE PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:32 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.05 05 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951 MATCH LINE STA 13+90 TR78181718N16E GN 400 410 WW WSANSANSANSANSANSANSANSANG G G G G G GG G G G G G G FOFOFOFOFOFOFOFOFOFOT T T T T TTTTT SANSANWVWVWV C OHOHOHOHOHOHOHOHOH MBMB MB MB MB 1514 16 17 18LEONARD POINT ROAD CHARLIE ANNADR UNPLATTEDLANDSLOT 56 FIRST ADDITIONTO BRECONSHIRELOT 55 FIRST ADDITIONTO BRECONSHIRE LOT 9 KOELLERSUBDIVISIONLOT 8 KOELLERSUBDIVISIONLOT 7 KOELLERSUBDIVISIONLOT 6 KOELLERSUBDIVISIONLOT 5 KOELLERSUBDIVISION LOT 43 FIRST ADDITIONTO BRECONSHIRE 0.087 TLE FOR GRADING0.088 TLE FOR GRADING 0.087 TLE FOR GRADING 0.080 TLE FOR GRADING0.089 TLE FOR GRADING0.079 TLE FOR GRADING0.078 TLE FOR GRADING 0.066 TLE FOR GRADING0.058 TLE FOR GRADING 33.00'33.00' 33.00'33.00' 0.080 TLE FOR GRADING 0.156 TLE FOR GRADING 1701" PIPE 1901 1/4" REBAR1911 1/4" REBAR1923/4" REBAR 1971 1/4" REBAR 210 211 SE1/4 NE1/4SEC. 18 SW1/4 NW1/4SEC. 17 WINNEBAGOCOUNTY TOWN OF ALGOMA33.0' P/L P/L P/L P/L P/L P/L P/L 1/4 LINER/L&S/L-N01°12'42"E 2659.00'N01°12'42"E 2659.00'(CORNER TO CORNER) 1048.83' 1049.32'N01°12'42"E S01°12'42"WR/W TLE TLE TLETLE R/W R/W R/W R/WEXISTINGR/WVARIESR/W R/L-S89° 20' 16"E 66.0'33.0' R/W R/W R/W R/L LEONARD POINT RD 17+09.11R/L CHARLIE ANNA DR 210+00.00Y-479524.176X-770609.723 EXISTING R/W MONUMENTS FOUNDPOINT #170190191192197 Y COORDS479337.538479490.825479384.905479290.742479556.722 X COORDS770572.089770641.988770639.751770637.815770643.366 FOUND1" PIPE1 1/4" REBAR1 1/4" REBAR3/4" REBAR1 1/4" REBAR BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951 PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:32 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.06 06 MATCH LINE STA 18+70 TR78181718N16E TR181718N16E MATCH LINE STA 14+80 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 10+00.00Y=478815.220X=770594.730 GN 410400 WWWWWWW SAN SANSANG G G G G G G GG G G G G G G G G FOFOFOFOFOFOFOFOFOFO E TT SAN WVOHOHOHOHOHOHOHOHOHOHOHOHMB MB MBMBMBMB MB MB EX ROCK RETAIN WALL 2019 21 22 23LEONARD POINT ROAD LOT 5 KOELLERSUBDIVISIONLOT 4 KOELLERSUBDIVISIONLOT 3 KOELLERSUBDIVISION LOT 1CERTIFIED SURVEY MAP 7334DOC NO. 1761006 LOT 3CERTIFIED SURVEY MAP 2826VOLUME 1 PAGE 2826DOC NO. 859054LOT 2CERTIFIED SURVEY MAP 2826VOLUME 1 PAGE 2826DOC NO. 859054LOT 29 1ST ADDITION TOBUTTE DES MORTS MEADOWSOUTLOT 1 1ST ADDITION TOBUTTE DES MORTS MEADOWSLOT 31 1ST ADDITION TOBUTTE DES MORTS MEADOWS 0.161 TLE FOR GRADING 0.070 TLE FOR GRADING0.080 TLE FOR GRADING EXISTINGR/WVARIES33.00'33.00' 0.080 TLE FOR GRADING 1101" PIPE 1712" PIPE 1721" PIPE 1951" PIPE 1961" PIPE SE1/4 NE1/4SEC. 18 NE1/4 NE1/4SEC. 18 NW1/4 NW1/4SEC. 17SW1/4 NW1/4SEC. 17WINNEBAGOCOUNTY TOWN OF ALGOMA P/L P/L P/L P/L P/LP/L P/L P/L P/L1/16 LINE 1/16 LINE 1/4 LINER/L&S/L-N01°12'42"E 2659.00'N01°12'42"E 2659.00'(CORNER TO CORNER) S01°12'42"W 66.00'1049.32'N01°12'42"E 1048.83' PRW223+30.2633.00' R/W S88°47'18"E 33.00' 33.00' 0.071 TLE FOR GRADING0.014 PLE FOR STORM SEWERINSTALLATION & MAINTENANCE0.315 TLE FOR GRADING 0.065 TLE FOR GRADING0.106 TLE FOR GRADINGR/W R/W R/W R/W TLE TLE TLETLE 403 0.104 TLE FOR GRADING0.104 TLE FOR GRADING 404405 EXISTING R/W MONUMENTS FOUNDPOINT #110171172195196 Y COORDS480086.260479926.745480179.422479738.027479938.030 X COORDS770748.614770651.132770656.192770584.159770589.735 FOUND1" PIPE2" PIPE1" PIPE1" PIPE1" PIPE PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:32 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.07 07 MATCH LINE STA 23+80 TR78181718N16E TR181718N16E MATCH LINE STA 18+70 GN 1346.39'N01°12'42"E BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951BERNTSEN ALUMINUMMONUMENT FOUNDSTA 10+00.00Y=478815.220X=770594.730 410400 W WWWW W W G G G G G G G G GG G G G G G G GFOFOFOFO EESAN WVWVWVWV ANCHOR CE E OHOHOHOHOHOHOHOHOHOH OHMB MB MBMB SS SS 2524 26 27 28 NELSON RD LOT 31 1ST ADDITION TOBUTTE DES MORTS MEADOWSLOT 32 1ST ADDITION TOBUTTE DES MORTS MEADOWSLOT 33 1ST ADDITION TOBUTTE DES MORTS MEADOWSLOT 1CERTIFIED SURVEY MAP 5344DOC NO. 1282264 UNPLATTEDLANDSLOT BCERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364LOT ACERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364LOT ECERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364UNPLATTEDLANDS LEONARD POINT ROAD 0.092 TLE FOR GRADING0.139 TLE FOR GRADING 33.00'33.00'1662" PIPE1672" PIPE1731" PIPE 1743/4" REBAR 1861" PIPE 220 221 NE1/4 NE1/4SEC. 18 NW1/4 NW1/4SEC. 17WINNEBAGOCOUNTY TOWN OF ALGOMA66.0' P/L P/L P/L P/L P/L P/L P/L P/L 1/4 LINER/L&S/L-N01°12'42"E 2659.00'N01°12'42"E 2659.00'(CORNER TO CORNER) N01°12'42"E 680.24' 681.54'S01°12'42"W 0.125 TLE FOR GRADING0.104 TLE FOR GRADINGR/L-S89° 20' 16"E TLE TLE TLETLE R/W R/W R/W R/W33.0'33.0' R/WR/W 0.062 TLE FOR GRADING0.102 TLE FOR GRADING0.096 TLE FOR GRADING0.085 TLE FOR GRADING0.042 TLE FOR GRADING R/L LEONARD POINT RD 26+10.62R/L NELSON RD 220+00.00Y-480425.477X-770628.784 EXISTING R/W MONUMENTS FOUNDPOINT #166167173174186 Y COORDS480458.078480393.388480242.243480608.045480568.631 X COORDS770662.560770660.608770657.694770664.684770600.847 FOUND2" PIPE2" PIPE1" PIPE3/4" REBAR1" PIPE PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:32 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.08 08 MATCH LINE STA 28+48 TR78181718N16E TR181718N16E MATCH LINE STA 23+80 GN BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 10+00.00Y=478815.220X=770594.730 410400 WWW GG G G G G G G G G GG G G G G G G TTTTT T T T T T TT T T T T T T MB MBMB MB WVWV WV ANCHOROHOHOHOHOHOHOHOHOHOH MB MBMB 3029 31 32 33LEONARD POINT ROAD DUCHESS LN LOT 1CERTIFIED SURVEY MAP 5344DOC NO. 1282264 UNPLATTEDLANDS UNPLATTEDLANDS PARCEL 2CERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364 LOT 1CERTIFIED SURVEY MAP 7260DOC NO. 1750025 0.412 TLE FOR GRADING 0.096 TLE FOR GRADING0.096 TLE FOR GRADING0.106 TLE FOR GRADING 0.125 TLE FOR GRADING 33.00'33.00' 1633/4" REBAR 1641" PIPE 1853/4" REBAR 229 230 NE1/4 NE1/4SEC. 18 NW1/4 NW1/4SEC. 17WINNEBAGOCOUNTY TOWN OF ALGOMA 66.0' P/L P/L P/L P/L 1/4 LINER/L&S/L-N01°12'42"E 2659.00'N01°12'42"E 2659.00'(CORNER TO CORNER) N01°12'42"E680.24' 681.54'S01°12'42"WN89°54'49"W 66.01'N01°12'42"E 632.17' S01°12'42"W 631.18' 33.00'33.01' PARCEL 1CERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364 R/L LEONARD POINT RD 30+27.27R/L DUCHESS LN 230+00.00Y-480842.042X-770637.593 0.193 TLE FOR GRADINGR/W R/W R/WR/W TLE TLE TLETLE R/L-S89° 54' 49"E 33.0'33.0'R/W R/W 27.00'27.00' 407 408 409 EXISTING R/W MONUMENTS FOUNDPOINT #163164185Y COORDS480809.059480975.557480808.579X COORDS770603.648770607.586770669.872FOUND3/4" REBAR1" PIPE3/4" REBAR PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:32 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.09 09 MATCH LINE STA 33+30 TR78181718N16E TR181718N16E MATCH LINE STA 28+48 GN BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 10+00.00Y=478815.220X=770594.730 410410 G G G G G G GGG G G G G G G TTT T T T T T T TT T T T T T T T MB MB MB POSTPOST ANCHOR OHOHOHOHOHOHOHOHOHOH3534 36 37 38 UNPLATTEDLANDS LOT DCERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364LOT CCERTIFIED SURVEY MAP 11VOLUME 1 PAGE 11DOC NO. 358364UNPLATTEDLANDS LOT 1CERTIFIED SURVEY MAP 7260DOC NO. 1750025LOT 3CERTIFIED SURVEY MAP 7298DOC NO. 1755639 LEONARD POINT ROAD0.045 TLE FOR GRADING0.158 TLE FOR GRADING0.193 TLE FOR GRADING 33.00'33.00' 1651" PIPE NE1/4 NE1/4SEC. 18SE1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8NW1/4 NW1/4SEC. 17WINNEBAGOCOUNTY TOWN OF ALGOMA P/L P/L P/L P/L 1/4 LINE 1/4 LINE 1/4 LINER/L&S/L-N01°12'42"E 2659.00'N01°12'42"E 2659.00'(CORNER TO CORNER)R/L&S/L-N00° 52' 34"E 2124.90' REF. LINE36+59.00 PIY-481473.630X-770650.950N00° 52' 34"E 2528.11'(CORNER TO CORNER) 1/4 LINE 35.93'S01°12'42"W N01°12'42"E 632.17' S00°52'34"W N00°52'34"E35.85' 66.00'S89°07'26"E 631.18' N01°12'42"E43.24'N00°52'34"E S01°12'42"W43.55'N88°47'18"W1913.58'S00°52'34"W 1913.50' 66.00'N00° 52' 34"E35.83'43.45'S01°12'42"W33.00' 33.00' 33.00' 33.00'0.449 TLE FOR GRADING0.412 TLE FOR GRADING27.00' R/W R/W R/WR/W TLETLETLE 22' TRAIL EASEMENTPER CSM 6578 &DOC. #1606836 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.01Y=481473.631X=770650.951 27.00' 410411412413414 415 416417418TR78181718N16E REF. LINE36+59.00 PIY-481473.631X-770650.951 EXISTING R/W MONUMENTS FOUNDPOINT #165Y COORDS481275.027X COORDS770614.414FOUND1" PIPE MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484001.446X=770689.608 PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 2:06 PMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.10 10 MATCH LINE STA 38+10 TR181718N16E MATCH LINE STA 33+30 TR7818N16E BERNTSEN ALUMINUMMONUMENT FOUNDSTA 10+00.00Y=478815.220X=770594.730 419400 410 G G G G G G GG G G G G G G TT T T T T TOHOHOHOHOHOHOHOHOHOH4039 41 42LEONARD POINT ROAD LOT 3CERTIFIED SURVEY MAP 7298DOC NO. 1755639 UNPLATTEDLANDS 0.449 TLE FOR GRADING 33.00'33.00' SE1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8WINNEBAGOCOUNTY TOWN OF ALGOMA 1/4 LINER/L&S/L-N00° 52' 34"E 2124.90'N00° 52' 34"E 2528.11'(CORNER TO CORNER) N00°52'34"E S00°52'34"W 1913.50' 1913.58' 0.431 TLE FOR GRADING 27.00' 27.00' 12.00'12.00' TLE TLE TLETLER/W R/W R/WR/W Y = 481714.597X = 770654.635 TR7818N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:33 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.11 11 MATCH LINE STA 42+90MATCH LINE STA 38+10 TR78181718N16E MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484001.446X=770689.608BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951410 419 W SANSANSANSANGG G G G G GG G G G G FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFO FO FO FO FOFO FO FOE MB MB MB SAN SANWV WELL FLAG OHOHOHOHOHOHOHOHOH4543 44 46 47LEONARD POINT ROAD VEANNA BLVD UNPLATTEDLANDS LOT 3CERTIFIED SURVEY MAP 7298DOC NO. 1755639LOT 2CERTIFIED SURVEY MAP 7298DOC NO. 1755639LOT 1CERTIFIED SURVEY MAP 7298DOC NO. 1755639 0.431 TLE FOR GRADING 0.134 TLE FOR GRADING0.046 TLE FOR GRADING 33.00'33.00'1681" PIPE1691" PIPE1751" PIPE 240 241 SE1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8WINNEBAGOCOUNTY TOWN OF ALGOMA66.0' P/L P/L 1/4 LINER/L&S/L-N00° 52' 34"E 2124.90'N00° 52' 34"E 2528.11'(CORNER TO CORNER) PRW347+36.8333.00' R/W S00°52'34"W N00°52'34"E 1913.50' 1913.58'0.449 TLE FOR GRADINGR/L-S89° 07' 26"E 34.5'31.5' R/W R/W R/W R/W R/W R/W TLE TLE TLETLE R/L LEONARD POINT RD 44+11.91R/L VEANNA BLVD 240+00.00Y-482226.449X-770662.463 R/W30.00' EXISTING R/W MONUMENTS FOUNDPOINT #168169175Y COORDS482476.002482550.987482260.487X COORDS770699.309770700.447770695.872FOUND1" PIPE1" PIPE1" PIPE TR7818N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:33 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.12 12 MATCH LINE STA 47+70MATCH LINE STA 42+90 TR78181718N16E MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484001.446X=770689.608 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951410 419 SANSAN SANSANSANSAN SANSANG G G G G G GG G G G G G G FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FOMB MB MB SAN SAN ANCHOROHOHOHOHOHOHOHOHOHOHOHOHOHOH OH5048 49 51 52LEONARD POINT ROAD UNPLATTEDLANDS UNPLATTEDLANDS LOT 4CERTIFIED SURVEY MAP 1468VOLUME 1 PAGE 1468DOC NO. 641178LOT 3CERTIFIED SURVEY MAP 1468VOLUME 1 PAGE 1468DOC NO. 641178LOT 2CERTIFIED SURVEY MAP 1468VOLUME 1 PAGE 1468DOC NO. 641178LOT 1CERTIFIED SURVEY MAP 1468VOLUME 1 PAGE 1468DOC NO. 641178 0.080 TLE FOR GRADING0.103 TLE FOR GRADING0.069 TLE FOR GRADING0.069 TLE FOR GRADING 33.00'33.00'1761" PIPE 1791" PIPE SE1/4 SE1/4SEC. 7 NE1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8WINNEBAGOCOUNTY TOWN OF ALGOMA P/L P/L P/L P/L P/L 1/16 LINE 1/4 LINER/L&S/L-N00° 52' 34"E 2124.90'N00° 52' 34"E 2528.11'(CORNER TO CORNER) N00°52'34"E S00°52'34"W 1913.50' 1913.58' UNPLATTEDLANDS 0.034 TLE FOR GRADING 0.301 TLE FOR GRADING0.431 TLE FOR GRADING R/W 22.00'22.00' R/W R/W R/WR/W 30.00'EXISTINGR/W 30.00'EXISTINGR/W P/LTLE TLE TLETLE Y = 482714.480X = 770669.927 EXISTING R/W MONUMENTS FOUNDPOINT #176179Y COORDS482650.902482850.908X COORDS770698.807770701.996FOUND1" PIPE1" PIPE TR7818N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:33 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.13 13 MATCH LINE STA 52+50MATCH LINE STA 47+70 TR78181718N16E MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484001.446X=770689.608BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951410 419 G G GG G G G G G G G G FOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOMB MB MB SAN WELL OHOHOHOHOHOHOHOHOHOH OH OH SANSAN5553 54 56 57LEONARD POINT ROAD BAMBI LANE UNPLATTEDLANDS UNPLATTEDLANDS UNPLATTEDLANDS UNPLATTEDLANDS UNPLATTEDLANDS 0.099 TLE FOR GRADING0.296 TLE FOR GRADING 0.055 TLE FOR GRADING33.00'33.00' NE1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8WINNEBAGOCOUNTY TOWN OF ALGOMA P/L P/L P/L P/L 1/4 LINER/L&S/L-N00° 52' 34"E 2124.90'N00° 52' 34"E 2528.11'(CORNER TO CORNER) N00°52'34"E S00°52'34"W 1913.50' 1913.58'66.00'S89°07'26"E66.00' N89°07'26"W N00°52'34"E283.91' 33.00' 33.00' 33.00' 33.00' 0.301 TLE FOR GRADING 0.084 TLE FOR GRADING 1.051 TLE FOR GRADING 0.017 PLE FOR STORM SEWERINSTALLATION & MAINTENANCE 0.021 PLE FOR STORM SEWERINSTALLATION & MAINTENANCE 30.00'EXISTINGR/W 30.00'EXISTINGR/WR/W R/W R/WR/WTLE TLE TLE TLETLETLE UNPLATTEDLANDS R/W 283.91'S00°52'34"W S00°52'34"W Y = 483214.422X = 770677.573420 421422 423 424 TR7818N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:33 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.14 14 MATCH LINE STA 57+30MATCH LINE STA 52+50 TR78181718N16E MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484001.446X=770689.608614.64'S00°52'34"W BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951410 419 SAN SAN SAN SAN SAN SAN SAN SAN G G G G G G G FO FO FO FO FOFOFO FOFOFOFO FOFOFOFO FOFOFOFO FOFOFOFO FO FO FOFOFO FO FO FOFOFO E TV TT MB MB MB MB MB MB SANSANSAN SAN ANCHORANCHOR ANCHORANCHOR ANCHORANCHORANCHOR ANCHOR POST E E OHOHOHOHOHOH OH OH OH OH OH OH OH OHSANSANSANSAN SAN 60 57 58 59 61 62 BAMBI LANE LEONARD POINT LANEUNPLATTEDLANDS UNPLATTEDLANDS LOT 53 LEONARD'S POINT LOT 52 LEONARD'S POINT UNPLATTEDLANDS LEONARD POINT ROAD 0.010 TLE FOR GRADING 0.141 TLE FOR GRADING 250 251 252 REF. LINE251+99.99 EPY-483760.162X-770837.842 REF. LINE250+05.72 PCY-483796.215X-770654.096 REF. LINE251+27.62 PTY-483791.428X-770772.568 NE1/4 SE1/4SEC. 7 GOV'T LOT 4SEC. 8 WINNEBAGOCOUNTY TOWN OF ALGOMA 50.0' 40.0' P/LP/L P/L1/4 LINE REF. LINE57+83.90 PCY-483598.283X-770683.444 REF. LINEPI STA = 63+04.31Y = 484118.622X = 770691.402DELTA = 89°29'45"D = 10°54'49"T = 520.40'R = 525.00'ARC LENGTH=820.05'CHORD LENGTH=739.19'CHORD BEARING=N43°52'18"W1.051 TLE FOR GRADING N00° 52' 34"E 2528.11'(CORNER TO CORNER) S64°24'21"E20.00' S58°14'07"W21.57' 291.24' RADIUS=492.00'ARC LENGTH=678.28'CHORD LENGTH=625.82'CHORD BEARING=N38°37'05"W S00°52'34"W LEONARD POINT ROAD S59°22'11"E S59°22'11"E 385.15' PRW4 PRW7PRW8 PRW9 57+47.9033.00' R/W59+47.1257.94' R/W59+51.9278.82' R/W 57+83.9133.00' R/W283.91' 283.91'N00°52'34"E S00°52'34"W S00°52'34"W120.54' 132.93' 437.21' S59°22'11"E0.084 TLE FOR GRADING 0.009 TLE FOR GRADING 33.00'33.00'VARIES 58+00.9133.00' R/W58+38.3733.00' R/WPRW5PRW6 1.051 TLE FOR GRADING 30.00'EXISTINGR/WR/W R/WTLE TLE R/W 20.0'20.0'R/L-S64° 24' 21"E GOV'T LOT 1SEC. 7 R/L LEONARD POINT RD 59+84.05R/L LEONARD POINT LN 250+00.00Y-483794.165X-770648.746R/L-N69° 02' 02"E 5.73' 30.00'EXISTINGR/W33.00'EXISTINGR/W25.0'25.0' 24.75'EXISTINGR/W 41.25'EXISTINGR/W R/L LEONARD POINT RD 57+88.26BAMBI LN 260+00.00Y-483602.640X-770683.511 260 261 262 R/W R/W R/W R/W 34.56'R/W R/W R/W C/L-N59° 22' 11"W 410.35' Y = 483918.134X = 770688.336 38.01'N59°22'11"WR/W 283.91'283.91'S00°52'34"W 24.75'EXISTINGR/W41.25'EXISTINGR/W C/L-N59° 22' 11"W 410.35' R/W TLE TLE 419429 430 431 TLETLE R/W S59°22'11"EPRW6-PRW5RADIUS=558.00'ARC LENGTH=39.82'CHORD LENGTH=39.81'CHORD BEARING=N03°01'25"WPRW6-431RADIUS=558.00'ARC LENGTH=57.89'CHORD LENGTH=57.86'CHORD BEARING=S02°05'45"E R/L&S/L-N00° 52' 34"E2124.90' R/L-S67° 02' 26"E TR7818N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 2:11 PMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.15 15 MATCH LINE STA 62+00 MATCH LINE STA 57+30 TR78181718N16E MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484001.446X=770689.608 BERNTSEN ALUMINUMMONUMENT FOUNDSTA 36+59.00Y=481473.631X=770650.951410 419 SANSANSANSANSANSANSANSAN G G G G G GFOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFO EEE TV MB SAN ANCHOR ANCHORANCHORANCHOR BORE E OHOHOH OH 65 62 63 64 66LEONARD POINT ROAD UNPLATTEDLANDS LOT 1CERTIFIED SURVEY MAP 6343DOC NO. 1493922 TRACT 1CERTIFIED SURVEY MAP 697VOLUME 1 PAGE 697DOC NO. 543674 0.262 TLE FOR GRADING0.043 TLE FOR GRADING1801" PIPE 1873/4" REBAR 1881" PIPE NE1/4 SE1/4SEC. 7 GOV'T LOT 1SEC. 7WINNEBAGOCOUNTY TOWN OF ALGOMA P/L P/L 1/4 LINE REF. LINE66+03.95 PTY-484131.159X-770171.153 REF. LINEPI STA = 63+04.31Y = 484118.622X = 770691.402DELTA = 89°29'45"D = 10°54'49"T = 520.40'R = 525.00'ARC LENGTH=820.05'CHORD LENGTH=739.19'CHORD BEARING=N43°52'18"W N88° 37' 10"W 2531.21'(CORNER TO CORNER) R/L&S/L-N88° 37' 10"W2112.42'63.65'385.15' RADIUS=492.00'ARC LENGTH=678.28'CHORD LENGTH=625.82'CHORD BEARING=N38°37'05"W S59°22'11"E RADIUS=492.00'ARC LENGTH=678.28'CHORD LENGTH=625.82'CHORD BEARING=N38°37'05"W385.15' S88°37'10"E PRW10 PRW11PRW12PRW13 65+07.6833.00' R/W 65+13.5633.00' R/W66+03.9533.00' R/W66+32.1533.00' R/W S59°22'11"E 437.21' 973.92' S88°37'10"E S88°37'10"E 75.00' N88°37'10"W1063.64'N88°37'10"W 33.00' VARIES 41.25'33.00'1.051 TLE FOR GRADING24.75' 41.25'EXISTING C/L-N59° 22' 11"W 410.35'24.75'EXISTINGR/W 41.25'EXISTINGR/W R/WR/W R/W R/W R/W R/W 24.75'EXISTINGR/W 41.25'EXISTINGR/W R/WRADIUS=558.00'ARC LENGTH=96.07'CHORD LENGTH=95.95'CHORD BEARING=S83°41'14"ETLE TLE TLE TLETLE TLE 425 428 TLE 1392.70' N88°37'10"W N88°37'10"W EXISTING R/W MONUMENTS FOUNDPOINT #180187188Y COORDS484080.277484165.042484156.490X COORDS770463.359770143.676770143.715FOUND1" PIPE3/4" REBAR1" PIPE PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:54 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.16 16 MATCH LINE STA 66+50 MATCH LINE STA 62+00BERNTSEN ALUMINUMMONUMENT FOUNDY=484182.054X=768059.347 MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484121.073X=770589.823 TR718N16E TR8718N 16E 425 SANSANSANSANSANSANSANSAN GG G G G G G FOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFO MBMBMBMB SAN ANCHORANCHOR BORE OHOHOHOHOHOHOHOHOH OH7067 68 69 71LEONARD POINT ROAD UNPLATTEDLANDS UNPLATTEDLANDS UNPLATTEDLANDS LOT 1CERTIFIED SURVEY MAP 7110DOC NO. 1717131 0.109 TLE FOR GRADING0.109 TLE FOR GRADING0.112 TLE FOR GRADING1621" PIPE1" PIPE 1891" PIPE NE1/4 SE1/4SEC. 7 WINNEBAGOCOUNTY TOWN OF ALGOMAP/L P/L 1/4 LINEN88° 37' 10"W 2531.21'(CORNER TO CORNER)R/L&S/L-N88° 37' 10"W 2112.42' GOV'T LOT 1SEC. 7 1063.64'N88°37'10"W S88°37'10"E 973.92' 13.75' 33.00' 1.051 TLE FOR GRADING 13.75'27.00' 27.00' Y = 484133.473X = 770075.135 TLE TLE TLE TLER/W R/W R/WR/W N88°37'10"W 1392.70' EXISTING R/W MONUMENTS FOUNDPOINT #162189Y COORDS484169.158484173.632X COORDS769967.957769786.454FOUND1" PIPE1" PIPE PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:34 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.17 17 MATCH LINE STA 71+00 MATCH LINE STA 66+50 TR8718N16E BERNTSEN ALUMINUMMONUMENT FOUNDY=484182.054X=768059.347MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484121.073X=770589.823 TR718N16E 425 SANSANSANSANSANSANSANSANSAN G G G G G G FO FOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFO MBMBMBMBMB SAN WVPOST OHOHOHOHOHOHOHOHOH OH SAN7571 72 73 74LEONARD POINT ROAD UNPLATTEDLANDS UNPLATTEDLANDS LOT 1CERTIFIED SURVEY MAP 7110DOC NO. 1717131LOT 1CERTIFIED SURVEY MAP 4965VOLUME 1 PAGE 4965DOC NO. 1174865LOT 1CERTIFIED SURVEY MAP 1304VOLUME 1 PAGE 1304DOC NO. 618342 0.084 TLE FOR GRADING0.152 TLE FOR GRADING NE1/4 SE1/4SEC. 7 NW1/4 SE1/4SEC. 7 WINNEBAGOCOUNTY TOWN OF ALGOMAP/L P/L P/L P/L1/16 LINE 1/4 LINES88° 37' 10"E 2531.21'(CORNER TO CORNER)R/L&S/L-N88° 37' 10"W 2112.42' GOV'T LOT 1SEC. 7 1063.64' 973.92'S88°37'10"E N88°37'10"W 0.056 TLE FOR GRADING 41.25'33.00' 1.051 TLE FOR GRADING 13.75'27.00' 13.75' 27.00'R/WR/W R/W R/WTLETLE TLE TLE Y = 484145.519X = 769575.280 1392.70'N88°37'10"W DOC. NO. 1909860 BERNTSEN ALUMINUMMONUMENT FOUNDY=484182.054X=768059.347MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484121.073X=770589.823 TR718N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:34 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.18 18 MATCH LINE STA 75+50 MATCH LINE STA 71+00 425TR8718N16E WWWW W W GG GFOFOFOFOFOFOFOFOFOFO MBMBMBMB SAN WVWVWVWVWV ANCHORANCHORANCHOR POSTPOST OHOHOHOHOHOHOHOHOH 8076 77 78 79 HIGHLAND SHORE LNCRESTWOOD DRLOT 1 CRESTWOOD LOT 11 MIL ROCKHILL PLATLOT 10 MIL ROCKHILL PLATLOT 9 MIL ROCKHILL PLAT LEONARD POINT ROAD 0.027 TLE FOR GRADING 0.014 TLE FOR GRADING0.050 TLE FOR GRADINGP/LP/LP/L P/LP/L1602" PIPE 1611" PIPE 1811" PIPE 1821" PIPE NW1/4 SE1/4SEC. 7 GOV'T LOT 1SEC. 7WINNEBAGOCOUNTY TOWN OF ALGOMA50.4' 60.0' P/L P/LP/L 1/4 LINE UNPLATTEDLANDS R/L&S/L-S88° 37' 10"E 2112.42'S88° 37' 10"E 2531.21'(CORNER TO CORNER) END RELOCATION ORDERSTA-78+00.00Y-484159.973X-768975.454 1063.64'74.25'N01°22'50"E973.92'41.25'33.00'41.25' 33.00'EXISTINGR/W 270 271 280 281 R/L LEONARD POINT RD 76+02.30R/L HIGHLAND SHORE LN 270+00.00Y-484155.210X-769173.102 33.00'EXISTINGR/WR/L LEONARD POINT RD 77+62.65R/L CRESTWOOD DR 280+00.00Y-484159.074X-769012.791R/L-N01°17'50"ER/L-N01°02'59"E 25.2'25.2' 30.0'30.0' R/W R/WR/WR/W R/WR/W R/WR/WTLE TLE TLE TLE 426 427 432 EXISTING R/W MONUMENTS FOUNDPOINT #160161181182 Y COORDS484192.566484121.423484123.793484128.487 X COORDS769148.571769196.619769098.138768901.680 FOUND2" PIPE1" PIPE1" PIPE1" PIPE TR8718N16E BERNTSEN ALUMINUMMONUMENT FOUNDY=484182.054X=768059.347MEANDER CORNERBERNTSEN ALUMINUMMONUMENT FOUNDY=484121.073X=770589.823 TR718N16E PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:34 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 GN LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.19 19 MATCH LINE STA 75+50 OUTLOT 1CERTIFIED SURVEY MAP 6499VOLUME 1 PAGE 6499DOC NO. 1554214 S88°37'10"E 1138.50'425 1392.70'N88°37'10"W 0.020 TLE FOR GRADING DOC. NO. 1909860 PLOT SCALE :##########WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : LEONARD POINT ROAD RW PLAT.DWGFILE NAME : 2/11/2026 11:34 AMPLOT DATE :PLOT BY :MARTY ABING 44 PLAT SHEET 4.SHEET 2040 LEONARD POINT ROADWINNEBAGO6436-01-736436-01-72____________________________________________________________________________________________________________________________________________________________________________________________________________________________ _____LAYOUT NAME - 4.20 20 TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN Resolution No. 2026-4 SUPPORTS SUBMISSION OF AN URBAN NON-POINT SOURCE & STORM WATER (UNPS&SW) CONSTRUCTION GRANT APPLICATION TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES FOR THE LEONARD POINT POND PROJECT WHEREAS, the Town of Algoma recognizes that excessive sediment and phosphorus impact surface water quality and designated uses for Lake Butte des Morts and Sawyer Creek; and WHEREAS, Lake Butte des Morts and Sawyer Creek is 303(d) listed water bodies for sediment and phosphorus pollutants; and WHEREAS, a Total Maximum Daily Load (TMDL) for sediment and phosphorus pollutants was developed for the Upper Fox & Wolf (UFW) River Basin, including the Lake Butte des Morts and Sawyer Creek sub-watersheds; and WHEREAS, the Town of Algoma desires to construct the Leonard Point Pond for the purpose of reducing sediment and phosphorus pollutants discharged into Lake Butte des Morts; and WHEREAS, the Leonard Point Pond will assist the Town with WPDES MS4 Permit and TMDL pollutant load reduction compliance; and WHEREAS, the local- share funds for the Lenoard Point Road Pond will be specifically included in the Town’s adopted budget for 2027-2028; and NOW THEREFORE BE IT RESOLVED, that the Town of Algoma hereby supports submittal of an Urban Non-Point Source & Storm Water (UNPS&SW) Construction Grant Application to the Wisconsin Department of Natural Resources (DNR) for the Leonard Point Pond project. This resolution shall be posted as required under Wis. Statute 60.80. Enacted this 18 th day of February, 2026. _____________________________ Joel Rasmussen, Chair Town of Algoma Board ATTEST: _____________________________ Katherine Reinbold, Clerk/Treasurer Town of Algoma TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN Resolution No. 2026-5 ENSURE LOCAL MATCH AND PROGRAM AND PROJECT COMPLIANCE FOR THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES GRANT FOR THE LEONARD POINT POND PROJECT WHEREAS, the Town of Algoma is interested in acquiring a Grant from the Wisconsin Department of Natural Resources for the purpose of implementing measures to control agricultural or urban stormwater runoff pollution sources (as described in the application and pursuant to ss. 281.65 or 281.66, Wis. Stats., and chs. NR 151, 153 and 155); and WHEREAS, a cost-sharing grant is required to carry out the project: THEREFORE, BE IT RESOLVED, that the Town of Algoma HEREBY AUTHORIZES, the Town Administrator to act on behalf of the Town of Algoma to:  Sign and submit an application to the State of Wisconsin Department of Natural Resources for any financial aid that may be available;  Sign a grant agreement between the Town of Algoma and the Department of Natural Resources;  Sign and submit reimbursement claims along with necessary supporting documentation;  Sign and submit interim and final reports and other documentation as required by the grant agreement;  Sign and submit an Environmental Hazards Assessment Form, if required; and  Take necessary action to undertake, direct and complete the approved project. BE IT FURTHER RESOLVED that the Town of Algoma shall comply with all state and federal laws, regulations and permit requirements pertaining to implementation of this project and to fulfillment of the grant document provisions. This resolution shall be posted as required under Wis. Statute 60.80. Enacted this 18 th day of February, 2026. _____________________________ Joel Rasmussen, Chair Town of Algoma Board ATTEST: _____________________________ Katherine Reinbold, Clerk/Treasurer Town of Algoma AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Award bid to purchase a 3,000 Gallon Tender to Midwest Fire in the amount of $404,898.00. SUMMARY: The town went through the sealed bid process and received the following 4 bids: Midwest Fire (Freightliner) $404,898.00 Pierce $439,113.00 Fire Services Inc (Kenworth) $449,999.00 Fire Services Inc (Freightliner) $449,999.00 The lowest qualified bid is $404,898 with Midwest Fire. The 2026 approved budget includes $450,000 for this purchase. There will be additional costs to the apparatus for radios, graphics, etc. for an estimated additional $20,000, but this is still well under budget. Attached is the contract document for Midwest Fire and Request for Proposals. Due to their large size, the proposals are not included but are on file with the town and are available upon request. RECOMMENDED ACTION: Staff recommend awarding the bid to Midwest Fire. Should the Town Board agree the following motion may be made: “Motion to award the bid to purchase a 3,000 Gallon Tender to Midwest Fire in the amount of $404,898.00. ” ATTACHMENTS: 1. Midwest Fire Contract 2. 3,000 Tender RFP 6/27/2024 Rev B PURCHASE CONTRACT January 28th, 2026 Town of Algoma 15 N Oakwood Rd Oshkosh, WI 54904-7826 Midwest Fire Sourcewell Contract: 082025-RCK Town of Algoma Sourcewell Membership: 199161 Dear Customer: We hereby propose and agree to furnish, after your acceptance of this proposal and the proper execution by: Town of Algoma (“Customer”) and an officer of Midwest Fire Equipment & Repair Co. (“Midwest Fire”) the following apparatus and equipment: One (1) New All-Poly® Series Stock 3000 Gallon Tanker-Pumper & One (1) New Freightliner M2-106 Tandem Axle, Regular Cab Chassis All of which are to be built in accordance with the specifications, clarifications and exceptions attached, and which are made part of this agreement and contract, to be completed same in: 300 business days after receipt of truck chassis by Midwest Fire, subject to all causes beyond our control. Customer is responsible for taking possession of the apparatus and/or equipment at the Midwest Fire location in Luverne, Minnesota, unless otherwise agreed to in a writing signed by Midwest Fire and Customer. Apparatus Sourcewell Pricing $ (15,296) Apparatus Proposal Price $ 305,926 Chassis Proposal Price Total Proposal Price: 404,898.00$ $ 114,268 Apparatus & Chassis Proposal Price $ 404,898 Terms: A deposit in the amount of $10,000 shall be paid within 10 business days upon acceptance of this Proposal by the Customer. The balance of the value of the chassis less the deposit shall be paid by April 15th, 2026. Customer is responsible to pay the remaining balance in full upon acceptance of apparatus. Midwest Fire will honor the price & terms quoted in this purchase contract for a period of 30 days from the date noted above, or until this unit is sold, whichever comes first. Beyond the contract deadline date, all pricing and terms are subject to change. Pre-Construction Meeting: Within twenty-one calendar days after contract signing, Customer is responsible to join Midwest Fire for an in person, conference call or video based, Pre-Construction Meeting to review project specifications in depth. Midwest Fire will support the Pre-Construction meeting with the Lead Salesperson for the project, Project Manager, and Subject Matter Experts as required. Any changes made to the project during the Pre- Construction meeting will be calculated at standard pricing. No change order fee is charged. Change Orders: Any change to the apparatus and/or equipment after the contract is signed will require a change order. After the Pre-Construction meeting is held, any future change will be subject to a minimum change order fee of $500 (processing, engineering changes, documentation), plus the change order cost. Any returned parts may be subject to a restocking fee and depending on the lead time of items included on the change order, the completion date of the apparatus may change. Force Majeure: Neither party shall be liable or responsible to the other party, or be deemed to have defaulted under or breached this contract, for any failure or delay in fulfilling or performing any term of the contract (except for any obligation to make payments to the other party hereunder), when and to the extent such party’s failure or delay is caused by or results from the following events: (1) acts of God; (2) flood, fire, earthquake, tornado, or explosion; (3) war, invasion, hostilities, terrorist threats, or acts, riot, or other civil unrest; (4) government order, law, or action; (5) embargoes or blockades in effect on or after the date of this contract; (6) national or regional emergency; (7) strikes, labor stoppages or slowdowns, supply chain shortages or disruptions, unforeseen price changes and cancellations by OEMs, or other industrial or manufacturing disturbances; or (8) power outages or shortages, inadequate transportation services, or inability or delay in obtaining supplies of adequate or suitable materials. The party impacted by any of the above force majeure conditions shall give notice to the other party within five calendar days of learning of such condition(s), stating the period of time the occurrence is expected to continue. The party impacted by any of the above force majeure conditions shall resume the performance of its obligations as soon as reasonably practicable after the removal of the condition. Taxes Responsibility of Customer: Any and all sales, use, environmental, ad valorem, or excise tax or any other similar taxes, fees, duties, or charges of any kind imposed by any governmental authority on any amounts payable by Customer under this contract shall be the sole responsibility of Customer. No Liability for Consequential or Indirect Damages: Neither Midwest Fire nor its representatives is liable for consequential, indirect, incidental, special, exemplary, punitive or enhanced damages, lost profits or revenues, or diminution in value, arising out of or relating to any breach of this contract, regardless of whether such damages were foreseeable or whether or not Midwest Fire was advised of the possibility of such damages. Binding Effect: This contract shall be binding upon and inure to the benefit of the parties hereto and their respective successors, assigns, heirs, and beneficiaries. No amendment or modification of this contract is effective unless in writing and signed by each party. Governing Law: This contract shall be governed by the laws of the State of Minnesota. Entire Agreement: This contract, and any change orders, constitutes the sole and entire agreement of the parties with respect to the subject matter contained herein and supersedes all prior and contemporaneous understandings, agreements, representations and warranties, both written and oral, with respect to such subject matter. Severability: If any term of this contract is invalid, illegal, or unenforceable in any jurisdiction, such invalidity or unenforceability shall not affect any other term or provision of this contract or invalidate or render unenforceable such term or provision in any other jurisdiction. Jurisdiction and Venue: Any claims, causes of action, disputes, legal proceedings, or litigation arising between the parties arising under or in connection with this contract or the formation thereof shall be brought solely in Rock County, Minnesota. Customer, by entering into this contract, hereby submits and consents to jurisdiction in the State of Minnesota. Exclusion of Warranties: EXCEPT AS OTHERWISE PROVIDED TO CUSTOMER IN WRITING, THERE ARE NO OTHER WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS CONTRACT, AND CUSTOMER ACCEPTS APPARATUS AND/OR EQUIPMENT “AS IS.” Respectfully submitted, Sarah J. Atchison President & CEO Midwest Fire Equipment & Repair Company We, the Customer, agree to accept the above proposal and hereby enter into the purchase contract with signature below: Customer/Business Name (please print) Business Address __________________________________________ Printed Name __________________________________________ Signature Date __________________________________________ Title NOTICE FINAL SPECIFICATIONS: Attached you will find the final & comprehensive specifications for your truck. Read them carefully. This document serves as formal notice that the attached specifications provide the entire scope of work & design for the truck that Midwest Fire Equipment & Repair Company (Midwest Fire) is manufacturing for you. Any & all equipment, features, accessories, mounts, graphics, etc. to be included with your truck is/are detailed in this final specification document. CHANGE ORDERS: The attached specifications are final & comprehensive. The project design for this truck is officially frozen (Design Freeze) as of this date. Any future changes must be mutually agreed upon through an official written Midwest Fire Change Order, executed (signed) by both Midwest Fire & the purchaser. Further, the purchaser understands that any future design changes may impact both project cost and timeline. Purchaser will hold Midwest Fire harmless from any potential liability incurred as a result of project delays resulting from any Change Orders. FINAL PAYMENT, TRANSFER OF OWNERSHIP & TRAINING: The Purchase Contract states clearly that: 1) at the conclusion of your project & prior to taking possession, you will pay the balance remaining on the purchase price of your truck, in full. 2) you will take physical possession of the truck & receive any & all training on the operation of your truck at the Midwest Fire facility in Luverne, Minnesota. I hereby acknowledge that I have received & fully understand the above information. ___________________________ _____________________ Purchaser Date IF THE EQUIPMENT/ITEM/FEATURE IS NOT DETAILED IN THE SPECIFICATIONS FOR YOUR TRUCK AND YOU DO NOT HAVE A CHANGE ORDER, SIGNED BY BOTH YOU & MIDWEST FIRE, DETAILING THE CHANGE/ADD OF THE EQUIPMENT/ITEM/FEATURE FOR YOUR TRUCK, IT WILL NOT BE INCLUDED ON YOUR TRUCK. Town of Algoma Fire Department Winnebago County, Wisconsin 3,000 Gallon Tender Bid AGENCY: Town of Algoma Fire Department BID TITLE: 3,000 Gallon Tender PURPOSE: The purpose of this document is to provide interested parties with information to enable them to prepare and submit a bid for one (1) 3,000-gallon dry side tanker. BUDGET: $450,000 PUBLICATION: January 22, 2026 and January 28, 2026 BID CLOSING DATE/TIME: February 4, 2026, 12:00 P.M. Central Time SUBMITTAL INSTRUCTIONS: Each bid shall be submitted in the same exact sequence as the attached specifications for ease of checking compliance of bids with submitters specifications. A compete proposal shall include a technical proposal, cost proposal, and be signed by an authorized representative of the manufacturing company being submitted. All proposals are due and must be delivered to the Town of Algoma Town Hall on, or before, Wednesday, February 4, 2026 at 12:00pm CST. Email submittals should be sent with the subject “Town of Algoma–Tender Bid” to ksawicki@townofalgoma.org. Physical copies may be delivered by mail or in person by the deadline listed above to: Town of Algoma Attn: Tender Bid 15 N Oakwood Road Oshkosh, WI 54904 If further information is required, contact Fire Chief Kevin Sawicki at 920- 235-3789 or ksawicki@townofalgoma.org. SUBMISSION OF PROPOSALS: LATE OR UNSIGNED PROPOSALS WILL BE REJECTED The Department will not be liable to any vendor/contractor for any unforeseen circumstances, delivery, or postal delays. Postmarking on the due date will not substitute for receipt of the proposal. Vendors are responsible for submission of their bid. Additional time will not be granted to a single vendor; h owever, additional time may be granted to all vendors at the discretion of the Town. Date Issued: 1/22/26 2 FIRE APPARATUS SPECIFICATIONS Sealed proposals are desired from reputable makers of automobile fire apparatus in accordance with these specifications and with the advertisement, a copy of which is attached, for the piece of apparatus listed as follows: Fire Truck, fire pump, apparatus body, tank, and all other equipment in accordance with the following general requirements. GENERAL REQUIREMENTS The terms “contractor”, “vendor”, “submitter”, “consultant” and “manufacturer” are used interchangeably in this document, and all refer to the company submitting the bid. Each bid must be accompanied by the submitter’s accurate written specifications covering the apparatus and equipment, which it is proposing to furnish and to which the apparatus furnished under the Contract must conform. It is the intent of these specifications to cover the furnishing and delivery to the Town of Algoma Fire Department, complete apparatus equipped as specified. All specifications herein contained are considered as minimum threshold specifications. Some items have been specified by brand name or model number. These have been carefully selected because of their reliability, compatibility with present equipment, and local availability of parts. To receive a complete and thoughtful proposal, vendors are encouraged to contact Chief Kevin Sawicki with questions. It is acknowledged that not every detail related to all aspects of the fire truck is addressed in this bid. Submitters are urged to present a proposal that addresses all aspects required to construct and deliver a high quality and masterfully designed ground tanker. All references to specific parts using a brand name include equivalent parts by other brands so long as said equivalent parts are truly equivalent. All parts of the fire truck shall be new. Exceptions taken in areas other than listed above must be listed on a separate page and marked “Exceptions to Specifications”. Every exception taken shall be listed as to page number and paragraph. Failure to provide the required exception list with the bid will be cause for rejection of that proposal. Such details and other construction features not specifically covered herein shall conform with all State and Federal requirements, and the NFPA 1901 “Standard for Automotive Fire Apparatus” in effect at the time the contract is signed. Any test equipment required, or expense incurred for the UL pump test shall be borne by the contractor supplying this equipment. All questions regarding this request for bids shall be submitted via email to Chief Kevin Sawicki at ksawicki@townofalgoma.org. All questions shall be submitted on or before January 26 at 4:00 p.m. Should any prospective consultant be in doubt as to the true meaning of any portion of this request for bids, or should the consultant find any ambiguity, inconsistency, or omission therein, the consultant shall make a written request for an official interpretation or correction by the due date above to the email address provided. Corrections, or additions to this request for bids will be made only as an official addendum. Any addendum issued by the Town of Algoma Fire Department shall become part of the request for bids and must be incorporated in the proposal where applicable. 3 RELIABILITY OF CONTRACTOR/VENDOR Contractors shall furnish satisfactory evidence that they have the ability to construct the apparatus specified and shall state in the bid the location of the factory where the apparatus is to be built, and also where future service work will be performed. COST LIABILITY The Department assumes no responsibility or liability for costs incurred by the vendor/contractor prior to the award of a contract for the provision of the T ender. By submitting a bid, the contractor agrees to bear all costs incurred or related to the preparation, submission, and selection process for the bid. INSURANCE REQUIREMENTS Each submitter must include a Certificate of Insurance listing the proposed manufacturer’s product liability insurance coverage in the bid. Submitted Certificate shall name the apparatus manufacturer, insurance company, policy number, and effective dates of the insurance policy. The manufacturer shall maintain full insurance coverage on the purchaser’s cab and chassis from time of first possession by the manufacturer until the apparatus is delivered and accepted by the purchaser. The Town of Algoma Fire Department reserves the right to require proof of insurance from the manufacturer’s insurance carrier prior to entering into a contract for the apparatus. The contractor shall procure and maintain at all times such insurance policies, as will protect itself and the Department from all claims for bodily injuries, death or property damage which may arise under this contract; whether the act(s) or omission(s) giving rise to the claim were made by the contractor, any subcontractor or anyone employed by them directly or indirectly. To the fullest extent permitted by law, contractor shall indemnify, defend and hold the Department, its officers, employees and agents harmless from all suits, claims, judgments and expenses, including attorney's fees, resulting or alleged to result, from any acts or omissions by contractor or its employees and agents occurring in the perform ance of or breach in this Agreement, except to the extent that any suit, claim, judgment or expense are finally judicially determined to have resulted from the Department’s negligence or willful misconduct or its failure to comply with any of its material obligations set forth in this Agreement. DRAWINGS A CAD produced line drawing of the exact apparatus being proposed must be furnished with the bid. Since the blueprint drawing is required of all submitters, any bid submitted without a drawing as specified will be considered non-responsive. Drawing must include the left side with chassis cab, right, and rear views of the vehicle. Drawing must be a large size “D”, (24” x 36”) and shall be a drawing of the exact apparatus as proposed, not a drawing of another similar unit. All submitted drawings will become a part of the bid. COMPLETION DATE Submitters shall indicate in their proposals; the number of working days for delivery of the completed apparatus, from the date of proposal acceptance by the Manufacturer. CARRYING CAPACITY The GAWR and GCWR or GVWR of the chassis shall be adequate to carry the fully equipped apparatus including full water and other tanks, the specified hose load, unequipped personnel weight, ground ladders, and miscellaneous equipment. 4 The height of the fully loaded vehicle’s center of gravity shall not exceed the chassis manufacturer’s maximum limit. WARRANTY All warranties shall be disclosed and provided to the fire department. BID AWARD The bid will be awarded to the most “responsible manufacturer”, if bid is in the best interest of the Town of Algoma Fire Department. When analyzing the bids and recommending a successful manufacturer, superior design, completion time, workmanship, materials, operating costs, location of factory, past experience, length of incorporation and compliance with specifications will be taken into consideration. The Town of Algoma Fire Department reserves the right to waive any formality in the bids received if such waiver is in the best interest of the Town of Algoma Fire Department and, also, to accept any item in the bid found to be of superior quality or otherwise preferred by the Town of Algoma Fire Department. REJECTION OF PROPOSALS The right is reserved to reject any or all proposals or to accept such proposal as is in the best interest of the Department. All bid requirements and specifications as written are considered minimum, threshold specifications. Bids will be rejected which substitute less-substantial materials and/or methods of body construction than those specified. The Department is not, in any way, obligated to accept the lowest bid. RESERVATION OF RIGHTS 1. The Department reserves the right in its sole and absolute discretion to accept or reject any or all bids, or alternative bids, in whole or in part, with or without cause. 2. The Department reserves the right to waive, or not waive, informalities or irregularities in terms or conditions of any proposal if determined by the Department to be in its best interest. 3. The Department reserves the right to request additional information from any or all vendors. 4. The Department reserves the right to reject any proposal that it determines to be unresponsive and deficient in any of the information requested within the bid request. 5. The Department reserves the right to determine whether the scope of the project will be entirely as described in the bid request, a portion of the scope, or a revised scope be implemented. 6. The Department reserves the right to select one or more contractors to perform services. 7. The Department reserves the right to retain all proposals submitted and to use any ideas in a bid regardless of whether that bid is selected. Submission of a bid indicates acceptance by the contractor of the conditions contained in this bid request, unless clearly and specifically noted in the bid submitted. 8. The Department reserves the right to disqualify bids that fail to respond to any requirements outlined in the bid request, or failure to enclose copies of the required documents outlined within bid request. 5 DESIGN REQUIREMENTS Specified design features of the apparatus have been carefully selected because of their safety, integrity and consistency with existing apparatus. It is expected that all submitters will adhere to the compartmentation layout, etc., since these features can be produced by all fire apparatus manufacturers. All aspects of the vehicle shall be properly engineered with priority given to firefighter safety, ease of operation, and maintenance of the apparatus. The vehicle shall be free from hazardous protrusions, angles, or sharp corners that might injure a firefighter or equipment. All water, air, fuel, hydraulic, and/or oil lines on the chassis and apparatus shall be properly located and securely tie wrapped to prevent scuffing or abrasion. Durable type grommets or loom material shall be used to protect the lines wherever a line passes through the apparatus body or frame rail sections. All grease fittings, bleeders, filler plugs, drains, and check points shall be located to be easily accessible. No special tools shall be required to access these components for normal service or maintenance of the vehicle. All parts and components on the vehicle shall be positioned for ease of inspection, and recognition of wear or failure. Easily removable access or cover plates shall be provided for all items requiring periodic service or adjustment. Access panels shall be of the hinged or quick disconnect design, allowing ease of access. Design of the apparatus should be such that no disassembly of the body or any of its parts is required for normal maintenance. All components of the chassis and apparatus shall be protected against rain, snow or other adverse weather conditions. ACCEPTANCE TESTS AND REQUIREMENTS Manufacturer’s pump test and Certification tests shall be conducted by the manufacturer in accordance with requirements of NFPA 1901. Certificate of testing shall be furnished to the purchaser. NOTE Responsibility for the apparatus and all equipment shall remain with the contractor until the apparatus and equipment is delivered to the Town of Algoma Fire Department. 6 APPARATUS DESIGN ENGINEERING BLUEPRINTS The manufacturer shall provide construction drawings for approval prior to actual construction of the vehicle. INSPECTION TRIPS Inspection trips for The Town of Algoma Fire Department personnel (up to 4 personnel) shall be made to the facility during construction of the apparatus. Typical inspections are mid-point and final. Successful bidder shall consult with the Town of Algoma Fire Department truck build committee chairperson or Fire Chief as to the proper timing of the inspection trips. DEMONSTRATION The Town of Algoma Fire Department personnel shall be properly instructed as to the proper use of the entire apparatus including, but not limited to, chassis, fire pump system, the apparatus and all equipment. The initial demonstration will take place in conjunction with the final inspection of the completed vehicle. COMPLETE PRINTED MANUAL The manufacturer shall provide with the vehicle upon delivery, one (1) complete owner’s manual. This manual shall be in a notebook type binder, with reference tabs for each section of the vehicle. A USB drive with all the printed material in an electronic format (PDF required; other file types may be included) shall also be provided. Within each section shall be: • Individual component manufacturer instruction and parts manuals • Warranty forms for the body • Warranty forms for all major components • Warranty instructions and format to be used in compliance with warranty obligations • Wiring diagrams • Installation instruction and drawings for major parts • Visual graphics and electronic photos for the installation of major parts • Necessary normal routine service forms, publications, and components of the body portion of the apparatus • Technical publications for training and instruction on major body components • Warning and safety related notices for personnel protection • Cab and chassis manuals on parts, service and maintenance shall be provided DELIVERY DATE: Provide a delivery date of the apparatus for the department. Preference points will be given to the manufacturer with the timeliest completion. ANGLE OF APPROACH/DEPARTURE The angle of approach/departure shall be at least the minimum as recommended by NFPA. 7 VEHICLE STABILITY The apparatus shall meet one of the requirements, as stated by NFPA for vehicle stability. WEIGHT AND BALANCE REVIEW Included with the proposal and delivery of the apparatus will be a complete weight analysis of the apparatus. The apparatus shall meet DOT and NFPA weight guidelines. ELECTROLYSIS CORROSION CONTROL All dissimilar metals, fasteners, bracket will include appropriate barrier protection. LOW VOLTAGE ELECTRICAL SPECIFICATIONS The electrical system specified for this apparatus will be designed with all panels, electrical connections, and electrical components to be of the latest Federal DOT standards and NFPA recommendations. ELECTRICAL DRAWINGS Each separate electrical function will include a complete set of drawings specific to that apparatus and that electrical function. LOW VOLTAGE ELECTRICAL SPECIFICATIONS The electrical system specified for this apparatus will be designed with all panels, electrical connections, wiring harnesses, and electrical components to be the latest Federal DOT standards and NFPA recommendations. OVERALL LENGTH The maximum overall length is 33 feet. Priorities are to keep the apparatus height and length as small as possible. OVERALL HEIGHT The height of the body shall be equal to or less than the height of the emergency light bar on the cab. Priorities are to keep the apparatus height and length as small as possible. CHASSIS The proposed chassis must be properly rated for the weight of the apparatus. To include two (2) personnel, loose equipment, permanently installed equipment, and 3,000 gallons of water. The preferred chassis are: • Freightliner M2; or • Kenworth CAB The cab shall be a two-door commercial chassis. ENGINE The chassis engine shall be a 360 HP or greater depending on availability. If another engine is quoted, explain the reason why. 8 TOP SPEED Top speed shall be set to 72 mph. All components from the engine to rear axle shall be appropriately designed for that speed. TRANSMISSION The transmission shall be an Allison 3000 EVS with PTO provision. BRAKES Brakes shall be drum and be appropriately sized for the apparatus. AUXILIARY ENGINE BRAKE One (1) auxiliary engine compression brake with VG turbo shall be installed to assist in slowing and controlling the vehicle as required by NFPA 1901. An on-off control switch and a high- medium-low selector switch shall be mounted in the cab accessible to the driver. When the on-off switch is in the “on” position, the engine brake shall be automatically applied whenever the accelerator is in the idle position and the automatic transmission is in the lock-up mode. If the accelerator is depressed or if the on-off switch is placed in the “off” position, the engine brake shall immediately release and allow the engine to return to its normal function. FAST-IDLE SYSTEM A fast-idle system shall be provided and controlled by a switch accessible by the driver. The system shall increase engine idle speed to a preset RPM for increased alternator output. MULTIPLEX WIRING The truck shall be equipped with a multiplex wiring system. REAR AXLE DIFFERENTIAL CONTROL The rear axle shall include a driver controlled differential lock. This shall allow the main differential to be locked and unlocked. There shall be a rocker switch to control the differential lock in the cab. TIRES Michelin X Works Z 20 ply radial front tires. Michelin X Works Z 16 ply radial rear tires FRONT WHEELS The front wheels shall be 22.50-inch aluminum Alcoa wheels. REAR WHEELS The rear wheels shall be 22.50-inch aluminum Alcoa wheels. HUB AND LUG NUT COVERS The apparatus shall have chrome or stainless-steel hub and lug nut covers on the front and tandem rear axles – supplied separately. CLIMATE CONTROL The cab shall contain heater and air conditioning units to provide climate control to the cab. 9 CAB INSULATION The cab shall be lined with insulation to act as a noise barrier and assist in temperature control. REARVIEW MIRRORS Mirrors shall be black in color. The mirrors shall be mounted on the driver and officer doors of the cab. The mirrors shall be heated and power adjustable. The mirror control switches shall be located within easy reach of the driver. SEATS The driver seat shall have air suspension with multiple-way adjustment. The officer seat shall be equipped with multiple-way adjustment CAB DOOR WINDOWS Full power windows shall be provided for the cab doors. Driver shall have easy access the controls for both the driver and passenger windows. HEADLIGHTS If it is an option the cab shall be equipped with LED high and low beam head lamps. CAB USB CHARGING PORT A dual USB charging port for cell phones, portable chargers, and similar devices shall be installed in the cab. MASTER BATTERY SYSTEM SWITCH The battery system shall be supplied with the chassis. One (1) battery disconnect switch shall be in a conveniently accessible location to the driver of the apparatus. The switch shall disconnect the 12- volt power supply from the battery system. BATTERY CHARGER WITH DISPLAY One (1) Kussmaul battery conditioner with auto eject shall be installed. The charger unit shall be mounted in a clean dry area and will be accessible for service and/or maintenance. It shall be of adequate size and capacity to handle all probable uses. One (1) Kussmaul voltage display shall be supplied with the charger. SHORELINE POWER The shore power plug shall be auto-ejecting and conveniently located near the drivers’ door on the exterior of the apparatus. The cover shall be red. 120-VOLT POWER RECEPTICALS There shall be 120-volt power receptacles furnished in the cab. The power receptacle shall be connected to the shoreline power for charging of future equipment. 10 AIR SHORELINE One (1) Kussmaul automatic air eject shall be provided for connection to an external air source to maintain the pressure in the chassis air brake system. Inlet shall be located near the shore power plug and be auto-ejecting. The cover shall be black AIR HORNS Two (2) stutter tone chrome-plated air horns shall be mounted above the front fenders. An air protection valve shall be provided in the air horn piping that will not allow the chassis air brake system to drop below 90 PSI. One (1) roof mounted pull cord shall be installed to activate the air horn system. The pull cord shall be installed within easy reach of the officer. One (1) rocker switch shall be installed on the driver’s switch panel to allow control of either the electric horn or the air horn from the steering wheel horn button. DATA & WARNING LABELS A highly visible label indicating the overall height, length, and weight of the vehicle shall be installed in the cab area. 12 VOLT POWER SOURCE One (1) 12-volt power and ground connection shall be provided on the apparatus for the installation of one, mobile two-way radio. This source shall be wired with constant power. The location shall be determined by the customer. One (1) 12-volt power source shall be run through the chassis master battery switch and shall be deactivated when the master switch is in the “OFF” position. The location shall be determined by the customer. RADIO ANTENNA BASE One (1) radio antenna base shall be supplied and installed on the apparatus, the antenna coax terminating in the cab. The location shall be determined by the customer. MOBILE RADIOS One (1) mobile radio will be provided by the customer to the manufacturer for installation. The radio head shall be installed and operational. The location shall be determined by the customer. BACK-UP ALARM One (1) automatic electric back-up alarm shall be wired to the back-up light circuit and mounted under the rear of the apparatus body. REAR FACING CAMERA & DIGITAL MONITOR One (1) camera with one (1) digital monitor shall be installed to provide rear facing view from the apparatus. The camera and monitor should activate automatically when vehicle is placed into reverse driving mode. The camera and monitor shall be able to be manually activated by the driver. The monitor shall be installed in the cab in such a location as to be easily viewable by the driver. 11 HAND LIGHTS Portable hand lights will be supplied and installed by the customer prior to the vehicle being placed into service. MARKER LIGHTS LED marker lights shall be installed on the vehicle in conformance to the Department of Transportation requirements. TAIL LIGHTS One (1) pair of Whelen M6 tail/brake lights shall be provided. TURN SIGNALS One (1) pair of Whelen M6 LED turn signals with populated sequential chevron arrow shall be provided. BACKUP LIGHTS One (1) pair of Whelen M6 LED Backup lights shall be installed on the rear of the apparatus body. GROUND LIGHTS There shall be ground lighting in compliance with NFPA. Ground lights shall be H20 high output LED light strips. All lights shall use the same model – (under cab, doors, chassis, body, tailboard, etc.) Lighting shall be wired into the parking brake. DECK LIGHTS The deck lights shall be LED and installed in the hose bed. Lighting shall be wired into the parking brake. SCENE LIGHT Six (6) Whelen M9 V Series warning and scene super LED (M9V2R) lights shall be surface mounted with black flanges. One (1) FRC CLA100-A49 brow mounted light bar with marker lights and black housing. SCENE LIGHT LOCATION • Front – (CLA100-A49) Mount in between cab roof and lightbar • Drivers Side – (M9V2R) Front and Back of the body near the top • Officer Side - (M9V2R) Front and Back of the body near the top • Rear – (M9V2R) Left and Right side near the top SCENE LIGHT SWITCHING Scene Lights shall be controlled with Four (4) separate switches labeled as follows: • “FRONT SCENE” – operates the front brow light • “DRIVERS SCENE” – operates the two (2) driver side scene lights • “OFFICER SCENE” – Operates the two (2) officer side scene lights • “REAR SCENE” – Operates the two (2) rear lights. Rear scene lights shall activate while apparatus is in reverse. 12 DOOR OPEN LIGHT One (1) red flashing, warning light shall be provided and installed in the driver’s compartment to indicate an open passenger or apparatus compartment door. The warning light shall also activate when folding equipment racks are not in a stowed position. SIREN CONTROL One (1) Whelen siren controller must be installed. The rear arrow will be controlled by this siren control as well. Mounting location to be determined by customer. ELECTRIC SIREN SPEAKER One (1) recessed 100 – watt speaker shall be installed which performs at least to the minimum specifications for electronic sirens on fire trucks in the NFPA. One (1) stainless steel grille shall be provided and installed over the speaker. The speaker shall be installed flush mount in the front bumper. EMERGENCY LIGHTS Emergency lighting must meet NFPA standards. Preferred lighting is: • Whelen combination warning and scene lights: o Drivers Side – Front and Back of the body near the top o Officer Side - Front and Back of the body near the top o Rear – Left and Right side near the top • Whelen Ultra Freedom IV 60” light bar o (2) red Linear Super LED corner modules o (2) red Linear Super LED endcap lights o (4) red Linear Super LED lights o (2) white Linear Super LED lights w/clear lenses • Lower emergency lights shall be Whelen M6 – RED w/ black flanges • Body mounted emergency lights shall be red in color and placed in accordance with NFPA requirements. EMERGENCY LIGHT ACTIVATION A rocker style internally lighted switch shall be provided and wired through a heavy-duty relay to activate power to the emergency lights. The emergency lights shall be activated by a single “MASTER SWITCH” on the electrical console. Emergency lights shall also be controlled by individual switches. TOW HOOKS Two (2) tow eyes shall be installed below the front bumper and be bolted directly to the frame. Two (2) tow eyes shall be installed to the rear of the apparatus, properly attached the frame. SINGLE STAGE WATER PUMP One (1) 1000 GPM PTO single stage fire pump shall be provided and installed. The pump shall meet NFPA 1901 requirements. 13 PUMP DRIVE Fire pump shall be powered by an engine-driven PTO. PUMP SEAL The pump shall have a high quality, self-adjusting, maintenance free mechanical seal. PTO PUMP SHIFT SPECIFICATIONS An rocker switch for PTO pump engagement shall be installed in the cab driver's area. The pump shift system shall permit "pump and roll" operations, as well as stationary pumping operations. The following indicator lights shall be included with pump shift: 1. A light shall indicate pump PTO has successfully been engaged. 2. A light shall indicate the PTO is engaged and parking brake is activated. Pump control is through the pressure governor. 3. A light shall indicate the PTO is engaged and parking brake is released. Pump control is through the driver's throttle pedal. 4. Pump shift and interlocks shall comply with applicable sections of the NFPA standards. 5. An instruction label and nameplate shall be provided to indicate proper pump engagement instructions. IN-CAB PUMP AND ROLL DISCHARGE PRESSURE GAUGE One (1) 2-1/2" diameter discharge pressure gauges (0-400 PSI) shall be provided. The gauge shall be in the cab for use during pump and roll operations. TRIDENT AIR PRIMER A Trident air-operated priming system shall be installed. The primer control shall have a manually operated, panel mounted “push to prime” air valve; which will direct air pressure from the air brake storage tank to the primer body. PRESSURE GOVERNOR AND ENGINE-PUMP MONITORING One (1) PumpBoss series pressure governor and monitoring display kit shall be installed. PUMP ANODES Fire pump alloy anodes shall be installed to reduce corrosion. The anode shall be a bolt-in or screw-in type and easily replaceable. FIRE PUMP MASTER DRAIN The fire pump system shall be piped to a single master pump drain assembly. ADDITIONAL LOW POINT DRAINS The plumbing system shall be equipped with additional low point manually operated drain valves to allow total draining of the fire pump plumbing system. These valves shall be accessible from the side of the vehicle and labeled. 14 TANK TO PUMP LINE One (1) 4" water tank to fire pump line shall be provided with a full flow 4” valve and 4" piping. The tank to pump line shall be equipped with a check valve to prevent pressurization of the water tank. The line shall be flow tested during the fire pump testing and shall meet applicable requirements of NFPA standards. The tank to pump valve shall be controlled at the pump operator's panel with a 4” handwheel gear operated valve. TANK FILL LINE One (1) 3” fire pump to water tank refill shall be provided. The valve shall be a full flow 3” quarter turn ball valve and 3” piping. The tank fill valve shall be controlled at the pump operator's panel with a manual push/pull type valve. INTAKE RELIEF/DUMP VALVE One (1) 2 -1/2" intake relief/dump valve preset at 150 psi shall be permanently installed on the suction side of the fire pump. The valve shall have an adjustment range of 75 psi to 250 psi, and shall be designed to automatically self-restore to a non-relieving position when excessive pressure is no longer present. CHASSIS ENGINE HEAT EXCHANGER COOLING SYSTEM The apparatus shall be equipped with a heat exchanger for supplementary chassis engine cooling during fire pump operations. 2-1/2" DISCHARGE - OFFICER SIDE PUMP PANEL One (1) 2-1/2" discharge shall be installed on the officer side pump panel area and shall be controlled by a quarter turn ball valve. The 2 ½” valve shall be controlled at the pump operator's panel with a manual push/pull type valve. 4" DISCHARGE- DRIVER SIDE CABINET One (1) 4" discharge shall be installed inside the driver side forward most cabinet and shall be controlled by a valve. The 4” valve shall be controlled at the pump operator's panel with a manual gear-operated handwheel valve. 15 SIDE MOUNT PUMP ENCLOSURE The following controls and equipment, as specified in the specifications, shall be provided on the pump panel or within the pump enclosure: • Primer control. • Pump and plumbing area service lights. • Pressure control device and throttle control. • Fire pump and engine instruments. • Pump intakes and discharge controls. • Master intake and discharge gauges. • Tank fill control. • Tank suction control. • Water tank level gauge. • Pump panel lights. REMOVABLE ACCESS PANELS The pump panel shall have removable access panels to allow for maintenance and servicing of the pump. MASTER GAUGE ASSEMBLY One (1) master pressure gauge, liquid filled, 0- 400 PSI and one (1) master vacuum gauge liquid filled -30 – 400 PSI shall be installed. TEST TAPS Test taps for pump intake and pump pressure shall be provided on the pump panel and be properly labeled. WATER LEVEL DISPLAY One (1) Water tank level display shall be installed on the operator’s pump panel One (1) Water tank level display shall be installed in the cab that is easily distinguishable at a glance. EXTERIOR WATER LEVEL LIGHTS Three (3) Whelen Strip-Lite Plus XL (PSTAK2) series “tank light model” (or equivalent) shall be installed. Two shall be surface mounted on the driver’s and officer’s side of the body near the front-top corner and one on the rear to indicate the water level in the tank. 16 WATER TANK - 3000 GALLON The apparatus shall be equipped with a 3000-gallon (2498 Imperial Gallons, 11356 Liters) T-shaped poly water tank with an appropriately sized fill tower. The intention is to make the water tank low and wide to achieve a lower center-of-gravity. DIRECT TANK FILL There shall be two direct tank fills on the rear of the body. One large diameter: One (1) 4.0" diameter direct tank fill inlet shall be provided on the rear of the body (officer side). The inlet shall have a 4.0" diameter, manual, slow-close gear operated valve. The fill line shall have an in-tank slow fill safety protection system to protect the tank during filling in high flow conditions. • One (1) 25° or 30° elbow shall be included on this inlet. • One (1) 4” to 5” Storz adapter with Siamese clapper valve to (2) 2.5” inlet fills. QUICK DUMP - REAR One (1) 10" square quick dump shall be provided and externally mounted. The location shall be at the center-rear of the apparatus. One (1) manual operated lever control shall be used to open and close the rear dump valve. One (1) swivel dump chute shall have the ability to dump water from the driver’s side, the officer’s side, the rear, and any point in between or (3) separate manually-operated dumps. When the extension is in the down and extended position, it should be at least 67” long. There shall be no less than 33” of clearance from level ground to the bottom of the dump to ensure that there is enough clearance for the swivel dump to offload into all portable drop tanks. The dump shall meet NFPA requirements for water delivery on three sides of the vehicle. HOSE BED The hose bed shall cover the top of the entire tank. The hose bed shall be properly reinforced to allow for equipment mounts and foot traffic. The floor shall be constructed of aluminum nonslip planking/grating. Two (2) full-length adjustable hose bed dividers shall be installed for future equipment and hose storage. FRAME/SUBFRAME The apparatus frame/subframe shall be constructed of metals that will not allow future rust, corrosion, or failure. Manufacturers will provide explanation of their process and how these issues are prevented. 17 TANDEM AXLE WHEEL AREA The wheel well area shall fully protect the body from road debris and salt. To aid in cleaning, a wheel well liner shall be provided with a finished, smooth surface to prevent corrosion. FENDERETTES A polished aluminum or stainless-steel fenderette shall be furnished at each rear wheel well opening. COMPARTMENTS There shall be compartment(s) located on the driver’s side forward of the rear wheels and the officer side forward of the rear wheels. There will be one (1) large or two (2) smaller compartments (depending on final length of the body). Compartments shall be aluminum with lightly oscillated finish. COMPARTMENT LIGHTING Compartment shall be furnished with LED strip lights to provide sufficient lighting inside each cabinet. ROLL UP DOOR CONSTRUCTION The compartment doors shall be of roll-up style. REAR STEP PLATFORM The rear step platform shall protrude approximately 24” from the rear of the truck. The outer corners shall be mitered at a 45° angle approximately 12” from the corners. The rear step shall be heavy-duty and be roughly 4” - 5” from bottom to top surface. REAR HOSE TRAY Mounted to the top of the rear step platform, shall be a hose tray designed to store 50 feet of 3” hose with a preconnected gated hydrant adapter. The hose will be preconnected to the (2) 2.5” Storz Siamese Clapper direct tank fill. GROUND LADDER STORAGE IN HOSE BED One (1) ground ladder, that will be supplied by the customer, will be stored on the driver side body panel area. One (1) quick access securing device shall be installed on the ladder to secure it from falling off the truck. REAR FOLDING STEPS Six (6) folding steps shall be installed on the rear of the apparatus. There shall be three folding steps on each the right and left sides. Steps allow personnel to access to the hose bed. Steps shall meet NFPA requirements and have appropriate LED step lighting. REAR STEP HANDLRAILS Handrails shall be located appropriately by each set of steps. The handrails shall be mounted above the rear tail lights and extend to the top of the body. 18 APPARATUS RUB RAILS Full body length polished aluminum or stainless-steel rub rails shall be installed on the lower portion of the body sides. PAINT The preferred primary/lower paint color shall match the same red as the chassis. TOUCH UP PAINT Touch-up paint shall be furnished with the completed truck at final delivery. INTERIOR COMPARTMENT FINISH Interior compartment finish shall be unpainted aluminum with a lightly oscillated finish. UNDERCOATING The entire underside of the apparatus body and chassis shall have undercoating applied to it. Surfaces shall be cleaned and properly prepared for application of a sprayed on automotive type undercoating. REAR CHEVRON There shall be chevron installed on the rear of the apparatus. The chevron must be highly reflective “Diamond Grade” and the colors must alternate between fluorescent black and red. FRONT BUMPER CHEVRON There shall be chevron installed on the face of the front bumper. The chevron must be high quality reflective and the colors must alternate between black and red. LOOSE EQUIPMENT Two (2) standard non-collapsible wheel chocks shall be furnished and placed in a cabinet. Two (2) 6” x 10’ hard suction hoses NFPA STORAGE The SCBAs, and helmets will be stored in body compartments. ALTERNATES: We ask that you submit proposals for the main RFP, but we are also interested in alternatives. The committee will complete a cost-benefit analysis of the following alternates, and they will be considered. We understand that this change may also result in some minor plumbing alterations. Explain what those changes are. Please note any other changes that must be made to the specifications in this document for the alteration. AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Petition for proposed zoning map amendment affecting the Winnebago County Zoning Ordinance and Office Map of the Town of Winneconne. SUMMARY: The Town of Winneconne is requesting to re-establish existing zoning districts of Chapter 23 within the shoreland area. This is a request to amend to the county general zoning map. Towns are notified when there are general amendments to the county code or map, and those that are under county zoning are asked to consider the request as part of the approval process. The Town of Algoma is under county zoning so this is brought forth for consideration. The county will hold a public hearing on this matter on February 25 (see attached notice). The requested changes do not affect the town—this is purely procedural, and staff do not see any reason to object to this map amendment. RECOMMENDED ACTION: Staff recommend approval of the map amendment request as presented. Should the Town Board agree the following motion may be made: “Motion to approve the petition for proposed zoning map amendment affecting the Winnebago County Zoning Ordinance and Office Map of the Town of Winneconne.” ATTACHMENTS: 1. Notice of Public Hearing Winnebago County Planning and Zoning Department NOTICE OF PUBLIC HEARING PLANNING AND ZONING COMMITTEE February 25, 2026 TO WHOM IT MAY CONCERN: The applicant(s) listed below has requested a Zoning Map Amendment which is regulated by the Town/County Zoning Code, Chapter 23. You are receiving this notice because this application or petition for action: 1. affects area in the immediate vicinity of property which you own; 2. requires your agency to be notified; 3. requires your Town to be notified; or 4. requires you, as the applicant, to be notified. The Winnebago County Planning and Zoning Committee will be holding a public hearing on February 25, 2026 at 6:30 PM in Conference Room 120 of the David Albrecht Administration Building located at 112 Otter Ave, Oshkosh, WI. All interested persons wishing to be heard at the public hearing may appear in person or via Microsoft Teams using the meeting information below. A direct link to the Microsoft Teams Meeting is available on the Winnebago County Meetings and Agenda calendar on the above indicated date. Microsoft Teams Meeting Information Link: https://winnebagocowi.portal.civicclerk.com/ Select the Agenda PDF on the meeting date and Click "Join Meeting Now" For further detailed information concerning this notice, contact the Town Clerk or the Winnebago County Zoning office, where the application is available for viewing. INFORMATION ON ZONING MAP AMENDMENT REQUEST Application No.: 2026-ZC-7320 Applicant: WINN CTY PLANNING & ZONING Agent: ROWE, CARY WINNEBAGO COUNTY PLANNING & ZONING DEPT Location of Premises: TOWN WIDE, TOWN OF WINNECONNE Tax Parcel No.: 030- Legal Description: Explanation: Applicant is requesting to re-establish existing zoning districts of Chapter 23 within the shoreland area. 2026-ZC-7320 WINN CTY PLANNING & ZONING INITIAL STAFF REPORT Sanitation: n/a Overlays: Shoreland, floodplain, wetlands Current Zoning: Various Zoning Districts Proposed Zoning: Various Zoning Districts Surrounding Zoning: North: Town of Winchester; South: Town of Omro; East: Town of Vinland/Oshkosh; West: Town of Poygan; THE FOLLOWING INFORMATION HAS BEEN PROVIDED BY THE OWNER/APPLICANT Describe present use(s): The town is currently in Winnebago County General Zoning jurisdiction Describe proposed use(s): To remain in Winnebago County General Zoning jurisdiction Describe the essential services for present and future use(s): N/A Describe why the proposed use would be the highest and best use for the property: N/A Describe the proposed use(s) compatibility with surrounding land use(s): N/A SECTION REFERENCE AND BASIS OF DECISION 23.7-5 Basis of Decision Zoning map amendment initiated by a property owner. If a proposed zoning map amendment is initiated by a property owner and would change the zoning classification of a parcel not classified as A-1, the Planning and Zoning Committee in making its recommendation and the Board of County Supervisors in making its decision shall consider the following factors: (1) whether the amendment is consistent with the county’s comprehensive plan, including any future land use maps or similar maps; (2) the extent to which the lot and structures on the subject property conform to the dimensional standards that apply to the proposed zoning district; and (3) any other factor not specifically or generally listed but deemed appropriate by the committee or board given the particular circumstances. AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Maggie Mahoney, Administrator Date: February 18, 2026 RE: Petition for proposed zoning map amendment affecting the Winnebago County Zoning Ordinance and Office Map of the Town of Utica. SUMMARY: The Town of Utica is requesting to re-establish existing zoning districts of Chapter 23 within the shoreland area. This is a request to amend to the county general zoning map. Towns are notified when there are general amendments to the county code or map, and those that are under county zoning are asked to consider the request as part of the approval process. The Town of Algoma is under county zoning so this is brought forth for consideration. The county will hold a public hearing on this matter on February 25 (see attached notice). The requested changes do not affect the town—this is purely procedural, and staff do not see any reason to object to this map amendment. RECOMMENDED ACTION: Staff recommend approval of the map amendment request as presented. Should the Town Board agree the following motion may be made: “Motion to approve the petition for proposed zoning map amendment affecting the Winnebago County Zoning Ordinance and Office Map of the Town of Utica. ” ATTACHMENTS: 1. Notice of Public Hearing Winnebago County Planning and Zoning Department NOTICE OF PUBLIC HEARING PLANNING AND ZONING COMMITTEE February 25, 2026 TO WHOM IT MAY CONCERN: The applicant(s) listed below has requested a Zoning Map Amendment which is regulated by the Town/County Zoning Code, Chapter 23. You are receiving this notice because this application or petition for action: 1. affects area in the immediate vicinity of property which you own; 2. requires your agency to be notified; 3. requires your Town to be notified; or 4. requires you, as the applicant, to be notified. The Winnebago County Planning and Zoning Committee will be holding a public hearing on February 25, 2026 at 6:30 PM in Conference Room 120 of the David Albrecht Administration Building located at 112 Otter Ave, Oshkosh, WI. All interested persons wishing to be heard at the public hearing may appear in person or via Microsoft Teams using the meeting information below. A direct link to the Microsoft Teams Meeting is available on the Winnebago County Meetings and Agenda calendar on the above indicated date. Microsoft Teams Meeting Information Link: https://winnebagocowi.portal.civicclerk.com/ Select the Agenda PDF on the meeting date and Click "Join Meeting Now" For further detailed information concerning this notice, contact the Town Clerk or the Winnebago County Zoning office, where the application is available for viewing. INFORMATION ON ZONING MAP AMENDMENT REQUEST Application No.: 2026-ZC-7330 Applicant: WINN CTY PLANNING & ZONING Agent: CARY ROWE, WINNEBAGO COUNTY PLANNING & ZONING DEPT Location of Premises: TOWN WIDE, TOWN OF UTICA Tax Parcel No.: 024-- Legal Description: Explanation: Applicant is requesting to re-establish existing zoning districts of Chapter 23 within the shoreland area. 2026-ZC-7330 WINN CTY PLANNING & ZONING INITIAL STAFF REPORT Sanitation: n/a Overlays: Shoreland, floodplain, wetlands Current Zoning: Various Zoning Districts Proposed Zoning: Various Zoning Districts Surrounding Zoning: North: Town of Omro; South: Fond du lac County; East: Town of Nekimi; West: Town of Nepeuskun; THE FOLLOWING INFORMATION HAS BEEN PROVIDED BY THE OWNER/APPLICANT Describe present use(s): Existing in Winnebago County General Zoning Describe proposed use(s): To continue in Winnebago County General Zoning Describe the essential services for present and future use(s): NA Describe why the proposed use would be the highest and best use for the property: NA Describe the proposed use(s) compatibility with surrounding land use(s): NA SECTION REFERENCE AND BASIS OF DECISION 23.7-5 Basis of Decision Zoning map amendment initiated by a property owner. If a proposed zoning map amendment is initiated by a property owner and would change the zoning classification of a parcel not classified as A-1, the Planning and Zoning Committee in making its recommendation and the Board of County Supervisors in making its decision shall consider the following factors: (1) whether the amendment is consistent with the county’s comprehensive plan, including any future land use maps or similar maps; (2) the extent to which the lot and structures on the subject property conform to the dimensional standards that apply to the proposed zoning district; and (3) any other factor not specifically or generally listed, but deemed appropriate by the committee or board given the particular circumstances.