Utility Commission Meeting — Agenda Packet

April 20, 2026 Utility Commission Agenda 1 Lake Geneva Utility Commission Municipal Water and Wastewater Services 361 W Main Street PO Box 187 Lake Geneva, WI 53147 262-248-2311 - www.lgutilitycommission.com Dennis Lyon-President Josh Gajewski-Utility Director Jeff Ecklund-Water Superintendent Ken Bauman-Wastewater Superintendent Utility Commission Agenda Monday, April 20, 2026 - 4:00 PM Lake Geneva City Hall; Council Chambers Members: President Dennis Lyon, Mayor Todd Krause, Alderperson Mary Jo Fesenmaier, Alderperson Brian Smith, City Administrator Dave De Angelis, Bill Binn, James Marquardt 1. Call to Order 2. Roll Call 3. Comments from the public as allowed by Wis. Stats. §19.84(2), limited to items on this agenda, except for public hearing items. Comments will be limited to 5 minutes 4. Approval of the minutes from March 16, 2026 5. Acknowledgement of Correspondence 6. Approval of March 2026 Financials 7. Approval of March 2026 Bills 8. Director's report 9. Presentation and review of 2025 Consumer Confidence Report 10. Discussion/Action regarding proposal by Viking Maintenance Ltd to install additional anchor bolts at the Center Street Tower 11. Discussion/Action regarding change order #1 for the Center Street Tank Repainting and Repair Project 12. Discussion/Action regarding a proposal by M.E. Simpson to conduct a distribution system leak survey 13. Discussion/Action regarding Pay Application #1 submitted by Ultimate Backroads LLC for the Sheridan Springs/CTH H Utility Improvements 14. Discussion/Action regarding Non-Reimbursement Statements and Quit Claim Deed related to Utility interests within WisDOT Project 3170-09-20 W Main Street/STH 50 project limits 15. Discussion/Action regarding revised terms proposed by Verizon for renewal of the Host Drive Tower lease 16. Motion to go into Closed Session pursuant to Wisconsin Statutes 19.85(1)(e) deliberating or Page 1 of 105 April 20, 2026 Utility Commission Agenda 2 negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session regarding: negotiating lease terms with Verizon for the Host Drive Tower 17. Motion to return to open session pursuant to Wisconsin Statutes 19.85 (2) and take action on any items discussed in closed session 18. Adjournment A quorum of the Council may be present; however, no official Council action will be taken. Requests from persons with disabilities who need assistance to participate in this meeting should be made to the City Clerk’s office in advance so that the appropriate accommodations can be made. Page 2 of 105 BUDGET COMPARISON THRU: 3 / 2026 YTD % Prior Prior of Budget YTD YTD REVENUES Current Period YTD 2025 Budget YTD vs Budget 25% 2025 5 Year Avg. INTEREST EARNED 0 49,382 266,000 -216,618 18.6% 85,852 48,761 CUSTOMER SALES 473,361 501,977 2,184,637 -1,682,660 23.0% 550,757 478,857 OTHER REVENUE 744 3,364 581,695 -578,331 0.6% 5,202 3,407 CAPITAL CONTRIBUTIONS 11,936 36,591 48,117 -11,526 76.0% 19,769 24,543 TOTAL REVENUES 486,041 591,314 3,080,449 -2,489,135 19.2% 661,580 555,568 EXPENSES TOTAL OUTSIDE SERVICES 22,028 80,575 370,350 -289,775 21.8% 51,836 53,564 TOTAL OPERATING EXPENSES 2,437 5,778 51,100 -45,322 11.3% 6,648 7,289 TOTAL INSURANCE 0 0 35,500 -35,500 0.0% 0 1,464 TOTAL SALARY & BENEFITS 49,369 156,316 751,438 -595,122 20.8% 169,717 149,216 TOTAL LAB SUPPLIES 36 16,222 28,000 -11,778 57.9% 16,957 11,247 TOTAL MISCELLANEOUS EXPENSE 0 119 575 -456 20.7% 0 32 TOTAL MAINTENANCE 60,188 65,889 656,250 -590,361 10.0% 6,731 21,190 TOTAL OPERATION & MAINTENANCE EXPENSES 134,058 324,898 1,893,213 -1,568,315 17.2% 251,888 244,002 REVENUES OVER O&M EXPENSES 351,983 266,416 1,187,236 -920,820 409,691 311,566 TOTAL CAPITAL OUTLAY 2,543 7,006 992,119 -985,112 0.7% 13,886 98,886 REVENUES OVER TOTAL EXPENSES 349,440 259,410 195,118 64,292 395,806 212,680 TOTAL CASH TRANSFERS 49,437 75,379 -117,117 192,496 -64.4% 56,224 801,626 NET CHANGE IN CASH BALANCE 300,003 184,031 312,235 -128,204 339,582 -588,946 FUND CASH AND INVESTMENT SUMMARY Opening Balance Period Activity Ending Balance Wastewater Utility Fund Cash 296,921 -106,412 190,509 LGIP #10 - Capital Project Fund 4,026,450 0 4,026,450 LGIP #11 - Debt Service Fund 0 0 0 LGIP #12 - Impact Fee Fund 2,237,466 0 2,237,466 LGIP #13 - Equipment Replacement Fund 1,868,702 0 1,868,702 LGIP #14 - Wastewater Operating Reserves Fund 167,956 0 167,956 TOTAL WASTEWATER CASH AND INVESTMENT 8,597,496 -106,412 8,491,084 LAKE GENEVA UTILITY COMMISSION FUND 61 - WASTEWATER UTILITY X0A0CX0A0C X0A0CX0A0CX0A0CX0A0C Page 3 of 105 BUDGET COMPARISON THRU: 3 / 2026 FUND 62 - WATER UTILITY YTD % Prior Prior of Budget YTD YTD REVENUES Current Period YTD 2025 Budget YTD vs Budget 25% 2025 5 Year Avg. INTEREST EARNED 0 30,968 167,000 -136,032 18.5% 54,247 29,373 CUSTOMER SALES 432,552 434,774 1,905,672 -1,470,898 22.8% 446,503 418,374 OTHER REVENUE 82,812 160,377 1,329,722 -1,169,345 12.1% 155,691 139,511 CAPITAL CONTRIBUTIONS 8,440 24,723 31,878 -7,155 77.6% 14,350 20,780 TOTAL REVENUES 523,804 650,842 3,434,272 -2,783,430 19.0% 670,792 608,038 EXPENSES TOTAL SOURCE OF SUPPLY - OPERATION 6,089 15,661 80,400 -64,739 19.5% 14,663 12,791 TOTAL SOURCE OF SUPPLY - MAINTENANCE 1,612 6,460 15,100 -8,640 42.8% 2,392 9,609 TOTAL PUMPING EXPENSE - OPERATION 7,601 21,772 84,700 -62,928 25.7% 15,113 13,725 TOTAL PUMPING EXPENSE - MAINTENANCE 810 2,221 112,600 -110,379 2.0% 4,080 6,376 TOTAL WATER TREATMENT - OPERATION 9,256 17,570 106,050 -88,480 16.6% 24,385 20,600 TOTAL WATER TREATMENT - MAINTENANCE 65,167 86,582 165,300 -78,718 52.4% 24,552 22,409 TOTAL TRANS. & DISTRIBUTION - OPERATION 7,624 18,275 108,200 -89,925 16.9% 16,881 12,488 TOTAL TRANS. & DISTRIBUTION - MAINTENANCE 17,655 27,330 321,450 -294,120 8.5% 48,020 50,839 TOTAL CUSTOMER ACCOUNTS 6,158 20,714 88,750 -68,036 23.3% 20,514 18,103 TOTAL ADMIN & GENERAL OPERATIONS 48,467 115,929 603,658 -487,729 19.2% 154,584 114,342 TOTAL OTHER EXPENSES 26,000 78,000 333,700 -255,700 23.4% 75,000 74,100 TOTAL OPERATION & MAINTENANCE EXPENSES 196,437 410,514 2,019,908 -1,609,394 20.3% 400,187 355,382 REVENUES OVER O&M EXPENSES 327,367 240,328 1,414,364 -1,174,036 270,605 252,656 TOTAL CAPITAL OUTLAY 14,783 16,956 1,311,485 -1,294,529 1.3% 111,944 39,609 REVENUES OVER TOTAL EXPENSES 312,583 223,373 102,879 120,494 158,661 213,047 TOTAL CASH TRANSFERS 30,999 47,268 -102,878 150,146 -45.9% 35,330 117,097 NET CHANGE IN CASH BALANCE 281,584 176,105 205,757 -29,652 123,330 95,950 FUND CASH AND INVESTMENT SUMMARY Opening Balance Period Activity Ending Balance Water Utility Fund Cash 855,504 -107,898 747,606 LGIP #1 - Capital Project Fund 2,607,241 0 2,607,241 LGIP #2 - Impact Fee Fund 1,365,273 0 1,365,273 LGIP #3 - Equipment Replacement Fund 913,557 0 913,557 LGIP #4 - Water Operating Reserves Fund 319,315 0 319,315 TOTAL WATER FUND CASH AND INVESTMENT 6,060,890 -107,898 5,952,992 LAKE GENEVA UTILITY COMMISSION X0A1CX0A1C X0A1CX0A1CX0A1CX0A1C Page 4 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Over $5K Page: 1 Report dates: 3/13/2026-4/17/2026 Apr 17, 2026 08:35AM Report Criteria: Detail report. Invoices with totals above $5000.00 included. Paid and unpaid invoices included. Invoice Detail.GL account (2 Characters) = "61","62" Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount 61 MSA PROFESSIONAL SERVICES INC 027045 03/18/2026 WWTP FACILITIES PLAN 61-00-00-52160 ENGINEERING EXPENSE 12,754.00 Total MSA PROFESSIONAL SERVICES INC: 12,754.00 ALLIANT ENERGY/WPL 280954000026 04/01/2026 HASKINS ST SEWER PLANT 61-00-00-52520 UTILTITY-ELECTRICITY-PLANT 16,475.23 Total ALLIANT ENERGY/WPL: 16,475.23 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 WIRELESS HDMI TRANSMITTE 61-00-00-53050 COMPUTER EXPENSE 55.99 89C4-FEB 202 03/01/2026 DISPLAY PORT HDMI ADAPTER 61-00-00-53050 COMPUTER EXPENSE 8.95 89C4-FEB 202 03/01/2026 PICTURE FRAMES, HANGING S 61-00-00-53100 OFFICE SUPPLIES EXPENSE 140.70 89C4-FEB 202 03/01/2026 OFFICE DESK CHAIRS 61-00-00-53100 OFFICE SUPPLIES EXPENSE 269.98 89C4-FEB 202 03/01/2026 AIR FILTERS 61-00-00-93503 MAINT-PROCESS BLDG 52.47 89C4-FEB 202 03/01/2026 RAS/WAS CONTROL PANEL MAI 61-00-00-93603 MAINT-PROCESS EQUIP 28.48 Total AMAZON CAPITAL SERVICES: 556.57 XYLEM WATER SOLUTIONS USA 3556E15914 03/26/2026 PUMP FLUSH VALVES 61-00-00-93800 MAINT-LIFT STATIONS 5,521.40 Total XYLEM WATER SOLUTIONS USA: 5,521.40 Total 61: 35,307.20 62 CORE & MAIN LP Y802668 04/06/2026 METERS 3/4S 62-00-00-34600 METERS 8,714.41 Total CORE & MAIN LP: 8,714.41 MARTELLE WATER TREATMENT 31240 03/27/2026 SODIUM HYPOCHLORITE 62-00-00-60200 CHEMICALS 1,286.94 31240 03/27/2026 CHEMICALS FOR TREATMENT 62-00-00-64100 CHEMICALS 4,347.51 Total MARTELLE WATER TREATMENT: 5,634.45 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 MISC OFFICE SUPPLIES 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 100.75 89C4-FEB 202 03/01/2026 PICTURE FRAMES, HANGING S 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 140.71 89C4-FEB 202 03/01/2026 OFFICE DESK CHAIRS 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 269.98 89C4-FEB 202 03/01/2026 PLAN FRAMES 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 33.78 Total AMAZON CAPITAL SERVICES: 545.22 LAUTERBACH & AMEN LLP 117474 04/10/2026 AUDIT-2025 62-00-00-92300 OUTSIDE SERVICES EMPLOYED 7,100.00 117474 04/10/2026 AUDIT-2025 62-00-00-92300 OUTSIDE SERVICES EMPLOYED 7,100.00 Page 5 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Over $5K Page: 2 Report dates: 3/13/2026-4/17/2026 Apr 17, 2026 08:35AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount Total LAUTERBACH & AMEN LLP: 14,200.00 Total 62: 29,094.08 Grand Totals: 64,401.28 Dated: ______________________________________________________ Mayor: ______________________________________________________ City Council: ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ City Recorder: _____________________________________________________ Report Criteria: Detail report. Invoices with totals above $5000.00 included. Paid and unpaid invoices included. Invoice Detail.GL account (2 Characters) = "61","62" Page 6 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 1 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Report Criteria: Detail report. Invoices with totals above $0.00 included. Paid and unpaid invoices included. Invoice.Batch = "U03202026","U03272026","U04102026","U04212026","03182026A","03202026","03272026","CC03272026","u04172026","04172026" Invoice Detail.GL account (2 Characters) = "61","62","01000013105" Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount 61 MSA PROFESSIONAL SERVICES INC 027706 04/07/2026 2026 CIPP 61-00-00-10700 CONSTRUCTION WORK IN PROCESS 946.00 Total MSA PROFESSIONAL SERVICES INC: 946.00 NORTHERN LAKE SERVICE INC 2603934 03/13/2026 WEEKLY NITROGEN TESTING 61-00-00-52100 LABORATORY SERVICES 326.70 2604364 03/23/2026 WEEKLY NITROGEN TESTING 61-00-00-52100 LABORATORY SERVICES 326.70 2604605 03/25/2026 WEEKLY NITROGEN TESTING 61-00-00-52100 LABORATORY SERVICES 326.70 2605381 04/08/2026 WEEKLY NITROGEN TESTING 61-00-00-52100 LABORATORY SERVICES 326.70 2605446 04/09/2026 WEEKLY NITROGEN TESTING 61-00-00-52100 LABORATORY SERVICES 326.70 Total NORTHERN LAKE SERVICE INC: 1,633.50 MSA PROFESSIONAL SERVICES INC 027045 03/18/2026 WWTP FACILITIES PLAN 61-00-00-52160 ENGINEERING EXPENSE 12,754.00 Total MSA PROFESSIONAL SERVICES INC: 12,754.00 WE ENERGIES 5848298785 03/11/2026 HASKINS ST WEST BLDG-STOR 61-00-00-52500 UTILITY-GAS-PLANT 240.89 5849188465 03/11/2026 HASKINS ST DEWATERING BLD 61-00-00-52500 UTILITY-GAS-PLANT 252.54 5849371258 03/11/2026 HASKINS ST WWTF-SEWER PL 61-00-00-52500 UTILITY-GAS-PLANT 394.50 5846168901 03/10/2026 EDGEWOOD DR LIFT STN 61-00-00-52505 UTILITY-GAS-COLLECTION SYSTEM 12.74 5852741961 03/13/2026 LAGRANGE DR LIFT STN 61-00-00-52505 UTILITY-GAS-COLLECTION SYSTEM 19.17 5853934614 03/16/2026 BIG FOOT LIFT STATION 61-00-00-52505 UTILITY-GAS-COLLECTION SYSTEM 16.32 5857172403 03/18/2026 SB LIFT STATION 61-00-00-52505 UTILITY-GAS-COLLECTION SYSTEM 8.91 Total WE ENERGIES: 945.07 ALLIANT ENERGY/WPL 143875000026 04/01/2026 191 HASKINS ST DEWATER BLD 61-00-00-52520 UTILTITY-ELECTRICITY-PLANT 380.47 280954000026 04/01/2026 HASKINS ST SEWER PLANT 61-00-00-52520 UTILTITY-ELECTRICITY-PLANT 16,475.23 507753000026 04/01/2026 361 W MAIN ST SIGN 61-00-00-52520 UTILTITY-ELECTRICITY-PLANT 33.26 974671000026 04/01/2026 361 MAIN ST HALLWAY 61-00-00-52520 UTILTITY-ELECTRICITY-PLANT 113.75 055361000026 04/01/2026 361 MAIN ST CC LIFT 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 75.95 141180000026 04/01/2026 LAGRANGE DR LIFT STN 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 200.11 277971000026 04/01/2026 MARIANE TER LIFT STN 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 69.79 307955000026 04/01/2026 MAXWELL ST LIFT STN 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 59.15 327113000026 04/01/2026 BAYVIEW DR LIFT STN 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 59.26 599411000026 04/01/2026 361 STATE ROAD 120 BIG FOOT 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 302.87 712306593326 04/01/2026 CADENCE CIR LIFT STN 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 124.55 962961000026 04/01/2026 EDGEWOOD DR LIFT STN 61-00-00-52525 UTILTITY-ELECTRICITY-COLL SYS 218.02 Total ALLIANT ENERGY/WPL: 18,112.41 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 WIRELESS HDMI TRANSMITTE 61-00-00-53050 COMPUTER EXPENSE 55.99 Page 7 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 2 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount 89C4-FEB 202 03/01/2026 DISPLAY PORT HDMI ADAPTER 61-00-00-53050 COMPUTER EXPENSE 8.95 Total AMAZON CAPITAL SERVICES: 64.94 STATE OF WISCONSIN DOA 505-00001097 03/11/2026 IRONPORT FEE 02/2026 61-00-00-53050 COMPUTER EXPENSE 3.96 505-000011046 04/09/2026 IRONPORT FEE 03/2026 61-00-00-53050 COMPUTER EXPENSE 3.96 Total STATE OF WISCONSIN DOA: 7.92 ABT MAILCOM 55109 03/31/2026 APRIL 2026 BILLS 61-00-00-53100 OFFICE SUPPLIES EXPENSE 1,815.45 Total ABT MAILCOM: 1,815.45 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 PICTURE FRAMES, HANGING S 61-00-00-53100 OFFICE SUPPLIES EXPENSE 140.70 89C4-FEB 202 03/01/2026 OFFICE DESK CHAIRS 61-00-00-53100 OFFICE SUPPLIES EXPENSE 269.98 Total AMAZON CAPITAL SERVICES: 410.68 CHARTER COMMUNICATIONS 152474701032 03/21/2026 INTERNET SERV @ UTILITY DE 61-00-00-53100 OFFICE SUPPLIES EXPENSE 59.99 Total CHARTER COMMUNICATIONS: 59.99 FNBO 5589 FEB 2026 03/04/2026 VONAGE PHONE SERVICE-MA 61-00-00-53100 OFFICE SUPPLIES EXPENSE 134.35 Total FNBO: 134.35 J.J. KELLER & ASSOCIATES INC 9110964765 02/23/2026 FEDERAL/STATE POSTERS 61-00-00-53100 OFFICE SUPPLIES EXPENSE 74.05 Total J.J. KELLER & ASSOCIATES INC: 74.05 JAMES IMAGING SYSTEMS INC 1677734 03/20/2026 SVC CONTRACT COPIER 61-00-00-53100 OFFICE SUPPLIES EXPENSE 79.50 Total JAMES IMAGING SYSTEMS INC: 79.50 AT&T 262248865603 03/13/2026 PHONE SERVICES 61-00-00-53110 TELEPHONE EXPENSE 176.69 Total AT&T: 176.69 AT&T LONG DISTANCE 816988240-02 03/04/2026 262-248-8617 61-00-00-53110 TELEPHONE EXPENSE .14 816988240-03 04/04/2026 262-248-8617 61-00-00-53110 TELEPHONE EXPENSE .56 Total AT&T LONG DISTANCE: .70 US CELLULAR 0793752463 03/04/2026 PHONE SERVICE 61-00-00-53110 TELEPHONE EXPENSE 138.44 0800441206 04/04/2026 PHONE SERVICE 61-00-00-53110 TELEPHONE EXPENSE 138.45 Page 8 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 3 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount Total US CELLULAR: 276.89 BAUMAN, KEN BAUMAN03-17 03/17/2026 DNR ELC RENEWAL 61-00-00-53320 CONFERENCES & SCHOOL 45.90 Total BAUMAN, KEN: 45.90 VERIZON 336000079722 04/01/2026 ASSET TRACKING 03/2026 61-00-00-53520 OPERATIONS-VEHICLES 101.23 Total VERIZON: 101.23 EVERBRIDGE INC M93080 03/18/2026 NIXLE SERVICES 3/18/26-3/17/2 61-00-00-53990 MISCELLANEOUS EXPENSE 353.63 Total EVERBRIDGE INC: 353.63 NCL OF WISCONSIN INC 532868 03/09/2026 50ML BOD STANDARD 61-00-00-64000 LABORATORY SUPPLIES 35.69 Total NCL OF WISCONSIN INC: 35.69 USA BLUEBOOK INV01000821 03/25/2026 HYDROCHLORIC ACID FOR LA 61-00-00-64000 LABORATORY SUPPLIES 101.46 INV01012903 04/07/2026 PH 10.00 BUFFER BLUE 20L 61-00-00-64000 LABORATORY SUPPLIES 144.02 INV01012903 04/07/2026 PH 7.00 BUFFER YELLOW 20L 61-00-00-64000 LABORATORY SUPPLIES 144.02 Total USA BLUEBOOK: 389.50 AURORA MEDICAL GROUP 153209 03/01/2026 GEHRLEIN,S-DRUG SCREEN 61-00-00-92600 EMPLOYEE BENEFITS 85.00 Total AURORA MEDICAL GROUP: 85.00 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 AIR FILTERS 61-00-00-93503 MAINT-PROCESS BLDG 52.47 Total AMAZON CAPITAL SERVICES: 52.47 HOME DEPOT CREDIT SERVICES 3289-MAR-202 04/05/2026 SAMPLE STORAGE FRIDGE FO 61-00-00-93600 MAINT-LAB EQUIPMENT 159.00 Total HOME DEPOT CREDIT SERVICES: 159.00 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 RAS/WAS CONTROL PANEL MAI 61-00-00-93603 MAINT-PROCESS EQUIP 28.48 Total AMAZON CAPITAL SERVICES: 28.48 DUNN LUMBER 2349914 03/27/2026 ADAPTOR & BUSHING FOR SC 61-00-00-93603 MAINT-PROCESS EQUIP 5.78 Total DUNN LUMBER: 5.78 HOME DEPOT CREDIT SERVICES 3289-MAR-202 04/05/2026 PUMP & BOLTS FOR CLARIFIER 61-00-00-93603 MAINT-PROCESS EQUIP 156.35 Page 9 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 4 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount Total HOME DEPOT CREDIT SERVICES: 156.35 ROTE OIL LTD INV-00013700 04/15/2026 OIL 35LB PAIL 61-00-00-93603 MAINT-PROCESS EQUIP 245.00 Total ROTE OIL LTD: 245.00 SABEL MECHANICAL LLC 260267 03/26/2026 RAS PUMP #1 REPAIRS 61-00-00-93603 MAINT-PROCESS EQUIP 4,669.07 Total SABEL MECHANICAL LLC: 4,669.07 USA BLUEBOOK INV01013084 04/07/2026 SPRAY NOZZLES FOR SCUM S 61-00-00-93603 MAINT-PROCESS EQUIP 83.70 Total USA BLUEBOOK: 83.70 SABEL MECHANICAL LLC 260266 03/26/2026 EFFLUENT PUMPS 2 & 3 PIPING 61-00-00-93604 MAINT-EFFLUENT EQUIP 1,226.91 Total SABEL MECHANICAL LLC: 1,226.91 ADVANCE AUTO PARTS 719360752340 03/16/2026 FRONT DRIVE SHAFT REPL. FO 61-00-00-93700 MAINT-VEHICLES & EQUIP 375.22 Total ADVANCE AUTO PARTS: 375.22 BUMPER TO BUMPER 662-511276 04/15/2026 OIL FILTER 61-00-00-93700 MAINT-VEHICLES & EQUIP 18.78 Total BUMPER TO BUMPER: 18.78 ITU ABSORBTECH INC 8703508 03/27/2026 SHOP RAGS 61-00-00-93700 MAINT-VEHICLES & EQUIP 26.45 Total ITU ABSORBTECH INC: 26.45 DUNN LUMBER 2351895 03/30/2026 COUPLING FOR BFLS SUMP PU 61-00-00-93800 MAINT-LIFT STATIONS 9.99 Total DUNN LUMBER: 9.99 XYLEM WATER SOLUTIONS USA 3556E15914 03/26/2026 PUMP FLUSH VALVES 61-00-00-93800 MAINT-LIFT STATIONS 5,521.40 Total XYLEM WATER SOLUTIONS USA: 5,521.40 DUNN LUMBER 2333032 03/11/2026 MUD REMOVER SUPPLIES 61-00-00-93810 MAINT-MAINS 24.85 Total DUNN LUMBER: 24.85 USA BLUEBOOK INV01012903 04/07/2026 2" QUICK COUPLING FOR FLUS 61-00-00-93810 MAINT-MAINS 22.91 Page 10 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 5 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount Total USA BLUEBOOK: 22.91 ALLIANT ENERGY/WPL 252422000026 04/01/2026 E STATE ROAD 50 GATE 61-00-00-93820 MAINT-RECEIVING STATION 24.40 054885000026 04/01/2026 E STATE ROAD 50 SEEPAGE 61-00-00-93830 MAINT-SEEPAGE CELLS/POND 99.47 Total ALLIANT ENERGY/WPL: 123.87 HOME DEPOT CREDIT SERVICES 3289-FEB 202 03/05/2026 CHISEL PLOW MAINTENANCE P 61-00-00-93830 MAINT-SEEPAGE CELLS/POND 13.20 Total HOME DEPOT CREDIT SERVICES: 13.20 SYSTEMS DESIGN 28724 04/15/2026 IRRIGATION START UP 61-00-00-93910 MAINTENANCE-OTHER 127.50 Total SYSTEMS DESIGN: 127.50 Total 61: 51,394.02 62 MSA PROFESSIONAL SERVICES INC 027708 04/07/2026 2026 LSL REPLACEMENTS 62-00-00-10700 CONSTRUCTION WORK IN PROCESS 1,523.50 Total MSA PROFESSIONAL SERVICES INC: 1,523.50 CORE & MAIN LP Y535214 02/17/2026 8" SS REPAIR CLAMP 62-00-00-15000 MATERIAL-SUPPLIES 287.62 Y535214 02/17/2026 METERHORNS & YOKE ENDS 62-00-00-15000 MATERIAL-SUPPLIES 1,148.70 Y654707 03/11/2026 METERHORNS & YOKE ENDS 62-00-00-15000 MATERIAL-SUPPLIES 1,264.35- Y674124 03/12/2026 CURB BOX REPAIR LIDS 62-00-00-15000 MATERIAL-SUPPLIES 175.97 Y749186 03/26/2026 METERHORNS & YOKE ENDS 62-00-00-15000 MATERIAL-SUPPLIES 115.65 Y802668 04/06/2026 METERS 3/4S 62-00-00-34600 METERS 8,714.41 Total CORE & MAIN LP: 9,178.00 MARTELLE WATER TREATMENT 31240 03/27/2026 SODIUM HYPOCHLORITE 62-00-00-60200 CHEMICALS 1,286.94 Total MARTELLE WATER TREATMENT: 1,286.94 ALLIANT ENERGY/WPL 145511000026 04/01/2026 361 MAIN ST WELL 2 62-00-00-60300 MISC EXPENSES & UTILITY 1,332.89 327391000026 04/01/2026 WAVERLY ST WELL 4 62-00-00-60300 MISC EXPENSES & UTILITY 467.08 348370000026 04/01/2026 WAVERLY ST WELL 3 62-00-00-60300 MISC EXPENSES & UTILITY 552.21 972745000026 04/01/2026 HASKINS ST WELL 5 62-00-00-60300 MISC EXPENSES & UTILITY 407.48 Total ALLIANT ENERGY/WPL: 2,759.66 WE ENERGIES 5848428520 03/11/2026 WAVERLY ST WELLHOUSE #4 62-00-00-60300 MISC EXPENSES & UTILITY 20.45 5849749664 03/11/2026 HASKINS ST WELLHOUSE #5 62-00-00-60300 MISC EXPENSES & UTILITY 101.53 Total WE ENERGIES: 121.98 Page 11 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 6 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount ALLIANT ENERGY/WPL 347962000026 04/01/2026 DODGE ST BOOSTER 62-00-00-62300 PUMPING POWER PURCHASED 186.27 576425000026 04/01/2026 MAIN ST ENGINE ROOM 62-00-00-62300 PUMPING POWER PURCHASED 4,800.20 717061000026 04/01/2026 1401 CENTER ST BOOSTER 62-00-00-62300 PUMPING POWER PURCHASED 206.07 Total ALLIANT ENERGY/WPL: 5,192.54 WE ENERGIES 5848943991 03/11/2006 WATER DEPT MAIN BLDG 62-00-00-62300 PUMPING POWER PURCHASED 998.97 5849238593 03/11/2026 CENTER ST BOOSTER STN 62-00-00-62300 PUMPING POWER PURCHASED 58.91 Total WE ENERGIES: 1,057.88 HOME DEPOT CREDIT SERVICES 3289-MAR-202 04/05/2026 CONDUIT PIPING 62-00-00-63300 MAINT PUMPING EQUIP 45.84 Total HOME DEPOT CREDIT SERVICES: 45.84 MARTELLE WATER TREATMENT 31240 03/27/2026 CHEMICALS FOR TREATMENT 62-00-00-64100 CHEMICALS 4,347.51 Total MARTELLE WATER TREATMENT: 4,347.51 ALLIANT ENERGY/WPL 974671000026 04/01/2026 361 MAIN ST HALLWAY 62-00-00-64200 LABOR & EXPENSES (LAB) 113.76 Total ALLIANT ENERGY/WPL: 113.76 NORTHERN LAKE SERVICE INC 2604626 03/26/2026 MANGANESE MONTHLY TESTI 62-00-00-64200 LABOR & EXPENSES (LAB) 44.95 Total NORTHERN LAKE SERVICE INC: 44.95 WI STATE LABORATORY OF HYGIENE 838094 03/31/2026 MONTHLY FLOURIDE SPLIT 62-00-00-64200 LABOR & EXPENSES (LAB) 31.00 Total WI STATE LABORATORY OF HYGIENE: 31.00 ALLIANT ENERGY/WPL 098433000026 04/01/2026 750 WILD RIDGE DR WATER TO 62-00-00-66100 MAINT OPS-STANDPIPES 142.26 520171000026 04/01/2026 1887 DODGE ST TOWER 62-00-00-66100 MAINT OPS-STANDPIPES 90.89 Total ALLIANT ENERGY/WPL: 233.15 WE ENERGIES 5848119123 03/11/2026 770 WILD RIDGE DR 62-00-00-66100 MAINT OPS-STANDPIPES 9.24 Total WE ENERGIES: 9.24 HOME DEPOT CREDIT SERVICES 3289-MAR-202 04/05/2026 CABLE TIES, CAULK, SEALANT 62-00-00-66300 METER EXPENSE 71.28 3289-FEB 202 03/05/2026 SAW BLADES 62-00-00-66500 MISC EXPENSE LICENSE & TOOLS 35.97 3289-MAR-202 04/05/2026 WIRE WHEEL BRUSH WELLHO 62-00-00-66500 MISC EXPENSE LICENSE & TOOLS 29.94 3289-MAR-202 04/05/2026 BATTERIES FOR METRO TECH 62-00-00-67300 MAINT OF MAINS & VALVES 16.87 Total HOME DEPOT CREDIT SERVICES: 154.06 Page 12 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 7 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount SCHMITZ READY MIX INC 1232079-IN 02/12/2026 SLURRY BACKFILL MAIN BRK 62-00-00-67300 MAINT OF MAINS & VALVES 1,131.00 Total SCHMITZ READY MIX INC: 1,131.00 HOME DEPOT CREDIT SERVICES 3289-FEB 202 03/05/2026 AERATOR REPL. KIT & KEYS 62-00-00-67500 MAINT SERVICES & CURB BOX 21.48 Total HOME DEPOT CREDIT SERVICES: 21.48 CORE & MAIN LP Y804970 04/07/2026 METER REPL. ASSEMBLY FOR 62-00-00-67600 MAINT OF METERS 1,044.26 Total CORE & MAIN LP: 1,044.26 ABT MAILCOM 55109 03/31/2026 APRIL 2026 BILLS 62-00-00-90300 RECORDS & COLLECTION EXPENSE 1,815.45 Total ABT MAILCOM: 1,815.45 AMAZON CAPITAL SERVICES 89C4-FEB 202 03/01/2026 MISC OFFICE SUPPLIES 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 100.75 89C4-FEB 202 03/01/2026 PICTURE FRAMES, HANGING S 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 140.71 89C4-FEB 202 03/01/2026 OFFICE DESK CHAIRS 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 269.98 89C4-FEB 202 03/01/2026 PLAN FRAMES 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 33.78 Total AMAZON CAPITAL SERVICES: 545.22 ARENZ, MICHAEL ARENZ041026 04/10/2026 LICENSE REIMBURSEMENT 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 45.00 Total ARENZ, MICHAEL: 45.00 AT&T 262248865603 03/13/2026 PHONE SERVICES 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 176.69 Total AT&T: 176.69 CHARTER COMMUNICATIONS 152474701032 03/21/2026 INTERNET SERV @ UTILITY DE 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 60.00 Total CHARTER COMMUNICATIONS: 60.00 COLUMN SOFTWARE PBC 23DF32E0-000 04/10/2026 2025 CCR HEADS UP 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 28.60 Total COLUMN SOFTWARE PBC: 28.60 FNBO 5589 FEB 2026 03/04/2026 AWWA MEMBERSHIP 2026 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 462.00 5589 FEB 2026 03/04/2026 VONAGE PHONE SERVICE-MA 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 134.35 5589 FEB 2026 03/04/2026 WRWA CEU'S GAJEWSKI 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 66.35 5589 FEB 2026 03/04/2026 WRWA TRAINING-BUSCH, J 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 66.35 Total FNBO: 729.05 Page 13 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 8 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount J.J. KELLER & ASSOCIATES INC 9110964765 02/23/2026 FEDERAL/STATE POSTERS 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 74.05 Total J.J. KELLER & ASSOCIATES INC: 74.05 JAMES IMAGING SYSTEMS INC 1677734 03/20/2026 SVC CONTRACT COPIER 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 79.49 Total JAMES IMAGING SYSTEMS INC: 79.49 RACHWAL, TYLER RACHWAL040 04/08/2026 CEU REIMBURSEMENT 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 66.35 Total RACHWAL, TYLER: 66.35 STATE OF WISCONSIN DOA 505-00001097 03/11/2026 IRONPORT FEE 02/2026 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 3.97 505-000011046 04/09/2026 IRONPORT FEE 03/2026 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 3.97 Total STATE OF WISCONSIN DOA: 7.94 TREVIPAY-WALMART 0398d187 03/12/2026 ISOPROPYL ALCOHOL & SPRAY 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 4.95 1320616c 03/16/2026 COFFEE 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 85.70 Total TREVIPAY-WALMART: 90.65 US CELLULAR 0793752463 03/04/2026 PHONE SERVICE 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 257.10 0800441206 04/04/2026 PHONE SERVICE 62-00-00-92100 OFFICE SUPPLIES & EXPENSE 257.14 Total US CELLULAR: 514.24 CLEAN WATER ENGINEERING LLC 1136 03/31/2026 MARCH 2026 CCC INSPECTION 62-00-00-92300 OUTSIDE SERVICES EMPLOYED 2,660.00 Total CLEAN WATER ENGINEERING LLC: 2,660.00 KAPUR & ASSOCIATES INC 139147 03/20/2026 LSL MATERIAL LAYER WORK 62-00-00-92300 OUTSIDE SERVICES EMPLOYED 540.00 Total KAPUR & ASSOCIATES INC: 540.00 LAUTERBACH & AMEN LLP 117474 04/10/2026 AUDIT-2025 62-00-00-92300 OUTSIDE SERVICES EMPLOYED 7,100.00 117474 04/10/2026 AUDIT-2025 62-00-00-92300 OUTSIDE SERVICES EMPLOYED 7,100.00 Total LAUTERBACH & AMEN LLP: 14,200.00 AURORA MEDICAL GROUP 153209 03/01/2026 SCHAITEL,TYLER-DRUG SCRE 62-00-00-92600 EMPLOYEE PENSIONS & BENEFITS 53.00 Total AURORA MEDICAL GROUP: 53.00 CINTAS 5328133008 04/07/2026 FIRST AID CABINET RESTOCK 62-00-00-93000 MISCELLANEOUS GENERAL EXP 93.98 Page 14 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 9 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount Total CINTAS: 93.98 EVERBRIDGE INC M93080 03/18/2026 NIXLE SERVICES 3/18/26-3/17/2 62-00-00-93000 MISCELLANEOUS GENERAL EXP 353.62 Total EVERBRIDGE INC: 353.62 GRAINGER 9863404258 04/01/2026 BULK WATER FILL SWITCH 62-00-00-93000 MISCELLANEOUS GENERAL EXP 104.87 Total GRAINGER: 104.87 DUNN LUMBER 2345269 03/24/2026 PAINT PEN & INSECT KILLER 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 29.98 Total DUNN LUMBER: 29.98 HOME DEPOT CREDIT SERVICES 3289-FEB 202 03/05/2026 FLOURESCENT LAMP HOLDER 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 5.97 3289-FEB 202 03/05/2026 WATER HEATER FOR TREATME 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 648.98 3289-FEB 202 03/05/2026 PARTS FOR WATER HEATER R 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 37.47 3289-FEB 202 03/05/2026 PARTS FOR WATER HEATER R 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 24.94 3289-FEB 202 03/05/2026 LIGHTBULBS FOR OUTDOOR LI 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 127.95 Total HOME DEPOT CREDIT SERVICES: 845.31 SYSTEMS DESIGN 28724 04/15/2026 IRRIGATION START UP 62-00-00-93200 MAINTENANCE OF GENERAL PLANT 127.50 Total SYSTEMS DESIGN: 127.50 VERIZON 336000079722 04/01/2026 ASSET TRACKING 03/2026 62-00-00-93300 TRANSPORTATION EXPENSE 101.22 Total VERIZON: 101.22 Total 62: 51,638.96 Grand Totals: 103,032.98 Page 15 of 105 CITY OF LAKE GENEVA Payment Approval Report - Utility Fund Summary Page: 10 Report dates: 3/10/2026-4/17/2026 Apr 17, 2026 08:22AM Invoice Number Invoice Date Description GL Account and Title Net Invoice Amount Dated: ______________________________________________________ Mayor: ______________________________________________________ City Council: ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ ______________________________________________________ City Recorder: _____________________________________________________ Report Criteria: Detail report. Invoices with totals above $0.00 included. Paid and unpaid invoices included. Invoice.Batch = "U03202026","U03272026","U04102026","U04212026","03182026A","03202026","03272026","CC03272026","u04172026","04172026" Invoice Detail.GL account (2 Characters) = "61","62","01000013105" Page 16 of 105 Lake Geneva Utility Commission MUNICIPAL WATER AND WASTEWATER SERVICES 361 W Main Street P.O. Box 187 Lake Geneva, WI 53147 262-248-2311 www.lgutilitycommission.com Dennis Lyon – President Josh Gajewski – Utility Director Jeff Ecklund – Water Superintendent Ken Bauman – Wastewater Superintendent TO: Lake Geneva Utility Commission FROM: Josh Gajewski, Utility Director SUBJECT: April 2026 Director’s Report OPERATIONS UPDATE WATER OPERATIONS Work on the Center St. Tower Painting Project continues, and the contractor has p reliminarily identified that they wil l be gin work near the end of June. While this date r emains subject to final scheduling, work has continued to coordinate the lessee equipment removals ahead of that time. There are several project-related items on the April agenda for Commission approval as well. Work on the Hwy H Utility Improvements Project started in late March and will continue through May. Recent rains have delayed the anticipated schedule, and we will continue to mon itor progress ahead of the County’s mobilization for their paving project. WASTEWATER OPERATIONS Several process equipment items have been addressed over the last month, including pump discharge piping replacement in the Effluent Building, repairs to RAS pump 3, and refurbishment of RAS pump #1. Coordination for the floor coating failures at the Symphony Bay lift station continues, and we hope to have options for recoating available within the next several weeks. Staff have started spring season maintenance activities, including ground discharge system plowing, collection system flushing, and preparation for biosolids disposal. OFFICE & ADMINISTRATION Quarterly collections will end on April 20th, and disconnections for delinquency are scheduled for May Staff attended the Public Information Meeting for the WisDOT Hwy 50 project, which was well attended by the community and provided a positive opportunity to convey utility improvement details to those in attendance. Work on the 2025 Financial Audit and annual PSC report continues and should be wrapping up in the next month. Later this month Staff will be attending an upcoming kickoff meeting with BS&A to begin the process of migrating billing and financial software platforms. Page 17 of 105 Lake Geneva Utility Commission P.O. Box 187—361 W. Main Street Lake Geneva, WI 53147 Phone: 262-248-2311 info@lgutilities.org Health InformaƟon 2025 Consumer Confidence Lake Geneva UƟlity Commission The Lake Geneva U Ɵlity Commission is pleased to provide you with this year’s Annual Water Quality Report. If you would like to know more about the informaƟon contained in this report, please contact Water Superintendent Je ff Ecklund at (262) 248- 2311. To learn more about the Commission, please visit our website at www.lgu Ɵlitycommission.com or a Ʃend one of our regularly scheduled Commission mee Ɵngs held on the third Monday of each month at 4:00PM at City Hall - Council Chambers, 626 Geneva Street, Lake Geneva, WI. EducaƟonal InformaƟon Source ID Source Depth (in feet) Status 2 Groundwater 205 Active 3 Groundwater 96 Active 4 Groundwater 106 Active 5 Groundwater 103 Active Sources of Water Page 2 of 12 Page 3 of 12 Page 1of 12 Like us on Facebook! The sources of drinking water, both tap water and boƩled water, include rivers, lakes, streams, ponds, reservoirs, springs and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioac Ɵve material, and can pick up sub- stances resul Ɵng from the presence of animals or from human ac Ɵvity. Contaminants that may be present in source water include: • Microbial contaminants, such as viruses and bacteria, which may come from sewage treatment plants, sep Ɵc systems, agricultur al livestock opera- Ɵons and wildlife. • Inorganic contaminants, such as salts and met- als, which can be naturally- occurring or result from urban stormwater runo ff, industrial or domes Ɵc wastewater discharges, oil and gas produc Ɵon, min- ing or farming. • PesƟcides and herbicides, which may come from a variety of sources such as agriculture, urban stormwater runoff and residenƟal uses. • Organic chemical contaminants, including syn- theƟc and vola Ɵle organic chemicals, which are by- products of industrial processes and petroleum pro- ducƟon, and can also come from gas sta Ɵons, urban stormwater runoff and sepƟc systems. • RadioacƟve contaminants, which can be natu- rally occurring or be the result of oil and gas produc- Ɵon and mining acƟviƟes. In order to ensure that tap water is safe to drink, EPA prescribes regula Ɵons that limit the amount of certain contaminants in water provided by public water systems. FDA regula Ɵons establish limits for contaminants in bo Ʃled water, which shall provide the same protecƟon for public health. To obtain a summary of the source water assess- ment please contact Water Superintendent Je ff Eck- lund at (262) 248-2311. Drinking water, including boƩ led water, may reason- ably be expected to contain at least small amounts of some contaminants. The presence of contami- nants does not necessarily indicate that water poses a health risk. More informa Ɵon about contaminants and potenƟal health effects can be obtained by call- ing the Environmental Protec Ɵon Agency's safe drinking water hotline (800-426-4791). Some people may be more vulnerable to contami- nants in drinking water than the general popula Ɵon. Immuno-compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/ AIDS or other immune systems disorders, some el- derly, and infants can be par Ɵcularly at risk from infecƟons. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on ap propriate means to lessen the risk of infec Ɵon by cryptosporidium and other microbial contaminants are available from the Envi- ronmental Protec Ɵon Agency's safe drinking water hotline (800-426-4791). Este informe contiene informacion importante acerca de su agua potable. Haga que alguien lo traduzca para usted, o hable con alguien que lo entienda. Dlaim ntawv tshaabzu nuav muaj lug tseemceeb heev nyob rua huv kws has txug cov dlej mej haus. Kuas ib tug paab txhais rua koj, los nrug ib tug kws paub lug thaam. Page 18 of 105 Your water was tested for many contaminants last year. We are allowed to monitor for some contaminants less frequently than once a year. The tables list only those contaminants which were dete c t e d i n y o u r w a t e r . I f a contaminant was detected last year, it will appear in the tables without a sample date. If the contaminant was not monitored last year, but was detected within the last 5 years, the result will appear in the tables along with the sample date. DisinfecƟon Byproducts: Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) ViolaƟon Typical Source of Contaminant HAA5 (ppb) DBP1 60 60 5 5 No By-product of drinking water chlorinaƟon TTHM (ppb) DBP1 80 0 31.8 31.8 No By-product of drinking water chlorinaƟon Inorganic Contaminants: Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) ViolaƟon Typical Source of Contaminant BARIUM (ppm) 2 2 0.140 0.140 3/7/23 No Discharge of drilling wastes; Discharge from metal refineries; Erosion of natural deposits FLUORIDE (ppm) 4 4 0.8 0.8 3/7/23 No Erosion of natural deposits; Water addiƟve which promotes strong teeth; Discharge from ferƟlizer and aluminum factories NICKEL (ppb) 100 1.6000 1.6000 3/7/23 No Nickel occurs naturally in soils, ground water and surface waters and is oŌen used in electro- plaƟng, stainless steel and alloy products NITRATE (N03-N) (ppm) 10 10 1.20 1.20 No Runoff from ferƟlizer use; Leaching from sepƟc tanks, sewage; Erosion of natural deposits SODIUM (ppm) n/a n/a 44.00 44.00 3/7/23 No n/a Contaminant (units) AcƟon Level MCLG 90th PercenƟle # of Results Sample Date (if prior to 2025) ViolaƟon Typical Source of Contami- nant COPPER (ppm) AL=1.3 1.3 0.6400 0 of 20 results were above the acƟon level. 6/16/23 No Corrosion of household plumbing systems; Erosion of natural deposits; Leaching from wood preservaƟves LEAD (ppb) AL=15 0 8.00 0 of 20 results were above the acƟon level. 6/22/23 No Corrosion of household plumbing systems; Erosion of natural depos- its Range 0.0140— 0.8200 0.00—11.00 Page 4 of 12 Page 5 & 6 of 12 Detected Contaminants AddiƟonal Health InformaƟon Lead can cause serious health e ffects in people of all ages, especially pregnant people, infants (both formula- fed and breasƞed), and young children. Lead in drinking water is primarily from materials and parts used in ser- vice lines and in home plumbing. Lake Geneva U Ɵlity Commission is responsible for providing high quality drinking water and removing lead pipes but cannot control the variety of materials used in the plumbing in your home. Because lead levels may vary over Ɵme, lead exposure is possible even when your tap sampling results do not detect lead at one point in Ɵme. You can help protect yourself and your family by iden Ɵfying and removing lead materials within your home plumbing and taking steps to reduce your family’s risk. Using a filter, cerƟfied by an American NaƟonal Standards InsƟ- tute accredited cer Ɵfier to reduce lead, is e ffecƟve in reducing lead exposures. Follow the instruc Ɵons pro- vided with the filter to ensure the filter is used proper- ly. Use only cold water fo r drinking, cooking, and mak- ing baby formula. Boiling water does not remove lead from water. Before using tap water for drinking, cook- ing, or making baby formula, flush your pipes for sever- al minutes. You can do this by running your tap, taking a shower, doing laundry or a lo ad of dishes. If you have a lead service line or galvan ized requiring replacement service line, you may need to flush your pipes for a longer period. If you are concerned about lead in your water and wish to have your water tested, contact Lake Geneva U Ɵlity Commission (Je ff Ecklund at 262- 248-2311). Informa Ɵon on lead in drinking water, tesƟng methods, and steps you can take to minimize exposure is available at h Ʃps://www.epa.gov/ safewater/lead. Service Line Inventory We developed an inventory of service lines connected to our distribution system . If you would like to access the inventory please contact the Water Superintendent: 262-248-2311, 361 W Main St, Lake Geneva, WI 53147. Page 19 of 105 Term Definition AL AcƟon Level: The concentra Ɵon of a contaminant which, if exceeded, triggers treatment or other require- ments which a water system must follow. HA & HAL HA: Health Advisory. An es Ɵmate of acceptable drinking water le vels for a chemical substance based on health effects informaƟon. HAL: Health Advisory Level is a concentraƟon of a contaminant which, if exceeded, poses a health risk and may require a system to post a public no Ɵce. Health Advisories are determined by US EPA. HI Hazard Index: A Hazard Index is used to assess the poten Ɵal health impacts associat ed with mixtures of con- taminants. Hazard Index guidance for a class of contam inants or mixture of contaminants may be determined by the US EPA or Wisconsin Department of Health Services. If a Health Index is exceeded a system may be required to post a public noƟce. Level 1 Assessment A Level 1 assessment is a study of the water system to idenƟfy potenƟal problems and determine, if possible, why total coliform bacteria have been found in our water system. Level 2 Assessment A Level 2 assessment is a very detailed study of the water system to idenƟfy potenƟal problems and deter- mine, if possible, why an E. coli MCL violaƟon has occurred or why total coliform bacteria have been found in our water system, or both, on mulƟple occasions. MCL Maximum Contaminant Level: The highest level of a contam inant that is allowed in drinking water. MCL’s are set as close to the MCLGs as feasible using the best available treatment technology. MCLG Maximum Contaminant Level Goal: The level of a contam inant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MFL Million fibers per liter MRDL Maximum residual disinfectant level: The highest level of a disinfectant a llowed in drinking water. There is convincing evidence that addiƟon of a disinfectant is necessary for control of microbial contaminants. MRDLG Maximum residual disinfectant level goal: The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not re flect the bene fits of the use of disinfectants to control microbial contaminants. mrem/year Millirems per year (a measure of radiaƟon absorbed by the body) NTU Nephelometric Turbidity Units pCi/l Picocuries per liter (a measure of radioacƟvity) ppm Parts per million, or milligrams per liter (mg/l) ppb Parts per billion, or mi crograms per liter (ug/l) ppt Parts per trillion, or nanograms per liter ppq Parts per quadrillion, or picograms per liter PHGS Public Health Groundwater Standards are found in NR 140 Groundwater Quality. The concentra Ɵon of a con- taminant which, if exceeded, poses a health risk and may require a system to post a public noƟce. RPHGS Recommended Public Health Groundwat er Standards: Groundwater standa rds proposed by the Wisconsin Department of Health Services. The concentra Ɵon of a contaminant which, if exceeded, poses a health risk and may require a system to post a public noƟce. TCR Total Coliform Rule TT Treatment Technique: A required process intended to reduce the level of a contaminant in drinking water. SMCL Secondary drinking water standards or Secondary Ma ximum Contaminant Levels for contaminants that a ffect taste, odor, or appearance of the drinking water. The SMCLs do not represent health standards. Definitions Page 7,8 & 9 of 12 PFAS Contaminants with a Recommended Health Advisory Level Perfluoroalkyl and polyfluoroalkyl substances (PFAS) are a large group of human-made chemicals that have been used in industry and consumer products worldwide since 1950. The following table lists PFAS contaminants which were detected in your water and that have a Recommended Public Health Groundwater Standard (RPHGS) or Health Advisory Level (HAL). There are no violaƟons for detecƟons of contaminants that exceed the RPHGS or HAL. The RPHGS are levels at which concentraƟons of the con- taminant present a health risk and are based on guidance provided by the Wisconsin Department of Health Services. Note: The recommended health-based levels in the table below were in e ffect in 2024. These levels were revised by WDHS in 2025. They can be found at: www.dhs.wisconsin.gov/water/gws.htm Drinking water is one way that people can be ex- posed to PFAS. In Wisconsin, two-thirds of people use groundwater as their drinking water source. PFAS can get in groundwater from places that make or use PFAS and release from consumer products in landfills. Contaminant (units) RPHGS or HAL (PPT) Level Found Range Sample Date (if prior to 2025) PFBS (ppt) 450000 4.40 4.00-4.40 PFHXS (ppt) 40 2.90 2.70-2.90 PFOS (ppt) 20 2.20 1.90-2.20 PFOA (ppt) 20 3.10 2.70-3.10 PFHXA (ppt) 150000 1.30 1.20-1.30 PFOA & PFOS TOTAL (ppt) 20 5.30 4.60 - 5.30 PFAS Information Page 20 of 105 YOUR SEWER SERVICE LATERAL If you are a customer of the Water U Ɵlity, you have a service line that connects your home or business to the water system to provide you with potable water. The size, age, material and loca Ɵon of each property’s service line does vary based on the locaƟon. The UƟli- ty is responsible for main taining every service line from the connec Ɵon point at the water main to the curb box, including the curb stop valve. Homeowners are responsible to maintain and repair the water ser- vice line from the point of connec Ɵon at the curb box to and through their home or business. YOUR WATER SERVICE LATERAL Homeowners are responsible for the maintenance and repair of the private sanitary sewer service line that extends from within their home or business to the point of connecƟon to the public sanitary sewer main. PreventaƟve Maintenance Homeowners can do easy things to avoid unpleasant and costly backups. • Do not plant trees and/or shrubs over private building sewer pipes • Do not flush wipes down your toilet • Do not flush fats, oils or grease down your drains • Only flush the 3 P’s: Pee, Poop & Toilet Paper Water Meters Within homes and businesses, the U Ɵlity owns and is responsible for maintainin g the water meter that is used to generate billings. Customers are required to provide access to the meter when requested by the UƟlity. Annual Water Quality ReporƟng The 1996 Amendments to the Safe Drinking Water Act (SDWA) created a public informaƟon require- ment for municipal water systems. The Lake Geneva UƟlity Commission is required to annually publish a Consumer Confidence Report (CCR) and to make a copy available to all water uƟlity customers. This report provides the results of water quality tesƟng on the water system, along with informaƟon about the water supply from the most recently com- pleted operaƟonal year. A summary of the contami- nants tested is provided along with educaƟonal infor- maƟon regarding any potenƟal health effects they may have on consumers. We hope you find the in- formaƟon contained in this report to be useful. Cop- ies of previous years reports are available on our website. www.lguƟlitycommission.com Sign up for e-bills and/or pay your bill online with our partner Payment Service Network. Billing: All customers are billed quarterly in January, April, July & October. Page 10 of 12 Page 12 of 12 Page 11 of 12 TOILETS ARE NOT TRASHCANS If you would like to receive up-to-date information from the Utility Commission sign up for Nixle alerts. Text Lake Geneva to 888777. Page 21 of 105 Page 22 of 105 Viking Maintenance LTD 750 Metzger Dr Ste A Hiawatha, IA 52233 US rfp@vikingmaint.com ADDRESS SHIP TO Josh Gajewski, Utility Director Lake Geneva Utility Commission 361 W. Main Street Lake Geneva, WI 53147 Josh Gajewski, Utility Director Lake Geneva Utility Commission 361 W. Main Street Lake Geneva, WI 53147 Estimate 10165 DATE 03/13/2026 PROJECT MANAGER AUSTIN WOLFE- 920-238-1119 ACTIVITY QTY RATE AMOUNT THIS PROPOSAL IS FOR THE REQUIRED MOD AT THE LAKE GENEVA WT. PROVIDE ALL MATERIAL AND INSTALLATION FOR THE REQUIRED MODIFICATION DETAILED IN DIXON ENGINEERING DRAWINGS DATED 10/1/25. -Provide and install six 1 1/2" dia. galvanized anchor rods (A36) x 46" long each. -Fabricate and install six anchor chairs to match existing chairs on tower per print. -Drill holes in steel tower base and hammer drill anchor rod holes to a minimum of 42" each. -Install new anchor rods using Hilti RE500 epoxy per print. -Torque new anchor rod nuts after epoxy has cured. -Dry interior paint repairs would include power tool cleaning to bare steel and feather into existing coating, neatly tape off any areas with squared off corners, and apply three coats of Tnemec Series V69 at 3-5 mils each (color can be Tnemec White). LABOR HRS:HOURS INSTALL AND MATERIALS 1 17,050.00 17,050.00T Exclusions: -Exterior painting -CWI Price assumes weather temperature will be suitable for painting and epoxying. Tax excluded SUBTOTAL 17,050.00 TAX 0.00 TOTAL $17,050.00 Accepted By Accepted Date Page 23 of 105 Page 24 of 105 Page 25 of 105 Page 26 of 105 Page 27 of 105 Page 28 of 105 Page 29 of 105 Page 30 of 105 Agenda Item MemoCity of Lake GenevaCommittee:Meeting Date: Subject / Title: Submitted By: Background / RequestFiscal Impact / BudgetEstimated Cost: $Funding Source:(e.g., General Rev., CPF, ERF, Grants)Budget Status:Within Budget _______________Over Budget ______________________Budget Amendment Required __________________GL Number: ___________________ (If applicable, note grant awards, cost-sharing, or capital plan references.)Ordinance/Policy Implications/Changes:Recommendation: Implementation/Next StepsName of Committee Date of Meeting Original Agenda Item # OutcomeAttachments(list all attachments that go with this item and memo)Reviewed byDate: Comments Page 31 of 105 Joe Nepras Regional Manager 3406 Enterprise Avenue Valparaiso, IN 46383 800.255.1521 P 888.531.2444 F Joen@mesimpson.com September 2, 2025 Mr. Jeff Ecklund Water Superintendent Lake Geneva Water Commission 361 w. Main St. Lake Geneva, WI 53147 RE: PROPOSAL FOR A WATER DISTRIBUTION SYSTEM LEAK SURVEY Dear Mr. Ecklund, M.E. Simpson Co., Inc. is pleased to present the Lake Geneva Utility Commission our proposal for a Water Distribution System Leak Detection Survey Program. We are honored to be considered for this work and are confident our team will help make the project a success. M.E. Simpson Co., Inc. is a Professional Services Firm dedicated to developing and providing programs and services designed to maximize peak performance for our clients’ water distribution systems. Many of these programs are universally recognized as a part of “Best Management Practices” (BMPs) for utilities. We pride ourselves on delivering solid solutions using the highest quality technical and professional services by way of state-of-the-art technology and a skilled and well-trained staff of professionals. Our highly-educated engineers and technical team are committed to the success of this project. They will be ready at a moment’s notice to relieve your staff's burden and ensure a seamless continuation of your services. Our services were developed and refined to provide utilities with programs that can be customized to meet their needs. From complete “Turn-Key” services to assisting with the development of “in-house” programs for utilities, M.E. Simpson Co., Inc. serves our clients with this ultimate goal: to deliver to the public the implicit faith that “the water is always safe to drink”. Thank you for your consideration and this opportunity to acquaint you with our Water Distribution System Leak Detection Services and offer this response. We are committed to exceeding your expectations. Sincerely, Joe Nepras Regional Manager Page 32 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 2 S C O P E O F W O R K Water Distribution System Leak Survey The Field Scope of Service for the Leak Survey is understood to be the following: M.E. Simpson Co., Inc. will furnish all labor, material, transportation, tools, and equipment necessary to survey the water distribution system areas selected by the City. M.E. Simpson Co., Inc. shall be required to provide such skilled and trained personnel and equipment necessary to complete the work herein specified. There will be a minimum of Two Persons per team working on the survey at all times.  Work in an orderly and safe manner to ensure protection of the local residents, Utility employees, and the Field Staff so that no avoidable accidents occur.  All Field Staff will have readily observable identification badges worn while in the field.  The leak detection equipment to be used will be that which was described in the “Equipment to be used” section.  Initially listen to all fire hydrants, all accessible main line valves, and when necessary, selected service connections in the entire distribution system by making physical contact with the valve, hydrant, pipe, or B-box. (Listening points that are not accessible will be given to the Utility and when corrected they will be listened to.)  Listening points of contact will be: valves, hydrants, service valves or meter settings. The preference of listening points in order as follows; direct contact with the pipe, main line valves, hydrant valves, hydrants, then service valves or meter settings.  Specific listening distances will be determined by pipe material. Metallic type pipes; no greater than 500’ between listening points. Non-Metallic AC/Concrete type pipes; no greater than 300’ between listening points. Non-Metallic PVC/HDPE type pipes; no greater than 150’ between listening points.  A “suspected leak” log shall be maintained indicating all areas where suspected leak noise was heard. This log will be reviewed when the Project Team is verifying the suspected leak area for confirmation of the actual existence of a leak. This log will be a part of the periodic reports turned into the Utility regardless of an actual leak located in the area or not, with an explanation of the noise source.  When leak noise has been detected and or suspected, the Project Team will verify the suspected area a second time to confirm the noise. At least four hours will pass between the initial listening of the area before a second listen and confirmation is attempted.  The Project Team will line locate the water main and service lines in the immediate area so the correct pipe distances can be input into the leak correlator and also so that the Water Utility will have an idea of where the water main is located prior to excavation. Non-metallic pipe locations will be “interpolated” as best that can be identified, given the line location of metallic services, Utility knowledge of the area, or other information regarding the actual location of the main. Page 33 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 3  The Project Team will use “State of the Art” Electronic Leak Correlators to determine if a leak is present and use the same equipment to pinpoint the leak.  For PVC water mains only the Echologics LeakFinder-ST w/hydrophones leak correlator or Fluid Conservation Systems (FCS) TriCorr Touch leak correlator, will be used for correlations because of the ability for these correlators to be able to analyze the particular sound frequencies inherent to PVC pipe.  The leak location will be marked in the field (on the surface) using environmentally formulated Precautionary Blue paint.  The Project Team will document all leak locations with a diagram indicating the location of the leak. Other information related to that correlation will be included as part of the field sheet such as the filters used for the correlation, line locations, distances between sensors, etc.  The locations of leaks requiring immediate attention (immediate threat to life, injury or traffic) will be turned in as quickly as possible to facilitate the repair process.  The Project Team will report daily or per request of the Utility, to assigned Utility Professional and go over the progress of the previous day, as well as cover what will be surveyed the current day.  It may be necessary to conduct parts of the Leak Survey during “off hours” such as at night. This may be required in areas of high traffic volume where traffic noise may affect the ability to detect leak noise, and traffic volume may affect the ability of the Project Team to be able to safely access main line valves in the middle of the street. The Project Team will give 24-hour advanced notice of intent to survey a particular area that may require after hours surveying or nighttime surveying. This is so the Utility can plan for the area to be surveyed, give notification to the Police department, as well as other Public Works Divisions as to the activity that will take place.  As a part of the leak program, mapping discrepancies found, distribution assets found in disrepair will be noted and turned into the utility.  Leaks verified on the customer’s side of a service shut-off will not be located beyond the shut- off. If a leak appears to be on the Customers’ side, the Utility will be notified first, then the customer notified and permission granted prior to the water being shut off even for short periods of time where possible and as time allows, as well as the ability for the customer to respond.  If the Utility requests leak locations beyond the service shut off on the customer’s side of the service line, this will result in an additional charge to the leak survey based on an hourly rate and this service must be agreed upon between the Utility and M.E. Simpson Co., Inc. prior to the start of the survey.  Valves and hydrants will not be operated without Utility permission. Valves and hydrants that break during this type of operation are the sole responsibility of the Utility. M.E. Simpson Co., Inc. cannot be responsible for valves and hydrants that break due to pre-existing conditions. Page 34 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 4  The Utility is encouraged to dig up and repair the leaks located as soon as possible so that the area may be re-surveyed while the Project Team is still working on the survey in that general geographical location to ensure no other leaks are present in that area. Equipment List  FCS S30 Gutermann AquaScope electronically enhanced listening device.  Echologics LeakFinder-ST w/hydrophones; FCS AC Digital, TriCorr Touch or Vivax-Metrotech HL6000X leak correlator systems.  RADIO Detection Line Locators.  Chicago Tape, Fisher M-Scope or Schonstedt magnetic locators.  All necessary valve keys and hand tools  Truck mounted arrow board/signage and warning lights.  Traffic control equipment, including properly sized traffic cones with reflective stripes. Quality Control and Accuracy of Leak Locations The level of accuracy of leak detection is a matter of taking in all the above considerations and applying those considerations to each individual potential leak location as it is being evaluated. Any statement made as to the level of accuracy of leak locations must be considered based on the individual conditions of each leak. Locating leaks on a distribution system can be very challenging. It is not a perfect science. Pipes and fittings can leak for a variety of reasons (age, poor installation, material failures, bad soils, etc.), and the ability to locate leaks is dependent on the stated variables listed in the “Project Approach”. By employing a strict methodology in the field for conducting a leak survey, these variables can be accounted for and mitigated. The depth of experience of the Project Team is extremely important to maintaining the ability to have accurate locations of leaks. Additionally, crews work as Two-Person Teams in the field, double checking the progress of the work as the survey progresses. The systematic procedure for leak confirmation has been stated in the Scope of Field Service and is restated here. “Suspected leak areas are always listened to a second time, preferably at a different time of day than originally listened to. The mains and services will be line located to ensure correct pipe distances are used for the correlations. Correlations may need to be performed several times with several configurations to insure all the possible scenarios have been covered. Sewer manholes may need to be opened and flows observed. If there is any doubt as to the existence of a leak, the area may be checked and correlated at different times to rule out water usage or other factors. The progress of the survey will be monitored by the use of daily logs and a progression map with suspected leak noise indications marked and possible leak locations will be maintained. Field leak location forms will be turned into the Utility according to the agreed schedule. The Project Team will follow up on leak locations by monitoring the repair schedule of the Utility. That way in case a potential leak location is wrong, the Project Team can return to the site and determine why the leak location was incorrect, and correct it. This means maintaining a good level of communication between the Project Team in the field, and the Utility. Page 35 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 5 As a matter of Quality Control for leaks in the field, our Correlators, FCS TriCorr Touch and Echologics LeakFinder-ST have the distinct ability to be able to detect and pinpoint more than one leak in the same relative area, thus allowing better leak coverage and insuring that one leak is not “masking” another leak in the same area. The use of progress reports and meetings will allow for open discussions of problems encountered so solutions can be examined.” Utility Observations The M.E. Simpson Co., Inc. Project Team will welcome having staff of the Utility observe field procedures while the Leak Survey is in progress. They will be happy to explain and demonstrate the equipment and techniques that are employed by M.E. Simpson Co., Inc. for detecting and locating leaks on the Water System. Final Reports, Documentations & Communications M.E. Simpson Co, Inc. will perform the following:  Project Team will meet daily with assigned Utility personnel to go over areas of survey for prior workday and plan current day and area to survey.  The field technicians will be readily available by cellular phone. This will facilitate communications between the Utility and the field technicians. A 24-hour toll-free 800 number is available for direct contact with M.E. Simpson Co., Inc. for emergencies.  Diagram all leak locations, date of location, and classify according to severity and an estimate of loss.  The Project Manager will meet with the Utility regularly for a progress report.  Prepare a progress report at monthly intervals for the Utility if requested.  Develop a Leak Survey log of activity which will also have confirmed leaks listed and this list will be turned in weekly (in Excel format). The list will also be included with the final report that will include the following; 1. Mechanical deficiencies discovered 2. Mapping errors on the water atlas 3. Type of monitored appurtenances 4. Location of same for leaks discovered 5. Total estimated loss Effective communication… accurate documentation… Insuring the success for the leak survey Page 36 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 6  Prepare the final report at the completion of the project which will include all leak location reports with drawings, total of estimated water loss, total pipe distance investigated, a description of the area surveyed, and other problems found in the system during the course of the survey that need the attention of the Water Utility. The leak summary will list leak types such as main leaks, service line leaks, valve leaks, or hydrant leaks. A cost benefit analysis of the survey based on the “cost to produce” water will also be included that describes the financial impact to the Utility for water loss. Recommendations for system maintenance will be a part of this report based on field observations made during the survey. This final report shall be made available for submission to the Utility within thirty (30) working days of the completion of the fieldwork. Assumptions & Services Provided by the Utility  The Utility will furnish all maps in an electronic format or paper atlases (two copies), and records necessary to properly conduct the survey.  The Utility will assist as necessary to clean out service valves, meter pits and valve-boxes needed for listening.  The Utility will provide a Primary Contact Person and/or secondary contact person for the Field Staff to report to on a periodic basis. This person shall act as the official liaison for the duration of the Leak Survey. This person shall have a working knowledge of the water system and will be helpful in attempting to locate particularly hard-to-find water valves for listening and for general information about the water system. This person will not need to assist the Project Team on a full-time basis, but only on an “as needed” basis.  The Utility will assist, if needed, to help gain entry into sites that may be difficult to get into due to security issues or other concerns.  The Utility will assist, if needed, to locate all nonmetallic pipe within the service area. This would include all Concrete Cylinder pipe, Asbestos Cement Pipe, PVC pipe and HDPE pipe.  We will encourage the immediate digging of major leaks (main breaks) so that if there are problems with the leak location, the problems can be corrected while the Project Team is close by and can verify the site. Page 37 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 7 P R O J E C T S A F E T Y P L A N M.E. Simpson Co., Inc.’s Safety Programs cover all aspects of the work performed by M.E. Simpson Co., Inc. We take great pride in our safety plan/policy/program and that is evident in our EMR scores over the last five years. The safety of our employees, the utilities employees and that of the general public is our #1 priority. Our Safety Plan/Policy/Program, with all of its parts, is 60 pages in length. In an effort to be more efficient and less wasteful we do not print copies of the safety program for RFPs. There is nothing secretive or proprietary contained within our plan/policy/program and we are happy to share its contents. If you would like a PDF copy of our plan/policy/program please contact Terrence Williams, Operations Manager, at 800.255.1521 and a copy of our program will be sent via email to you. Below is an overview of our plan/policy/program: Safety is a major part of any project. M.E. Simpson Co., Inc. always provides a safe work environment for its employees. Our staff is trained in General Industry OSHA rules, Confined Space Entry & Self-Rescue, First Responder First Aid, CPR, and Traffic Control. While in the field on your project, M.E. Simpson Co., Inc. and its employees will follow all of the necessary safety procedures to protect themselves, your staff and the general public. M.E. Simpson Co., Inc. uses Two-Man Teams for Safety and Quality Assurance. The use of a “one-person” leak detection team is dangerous and impractical where water mains run under roadways. It would be a dangerous precedent to allow a “one-person” team to access main line valves located in the roadway, attempt to listen to the valve with headphones on, and at the same time try to control traffic flow at that person’s location in the street. Therefore M.E. Simpson Co., Inc. adheres to the following:  The Project Manager and the Field Manager will be trained in accordance with OSHA Standard 1910 (General Industry) and be in possession of an OSHA 10 Hour or 30 Hour Card.  Any listening points located in a "confined space" such as pit and vault installations that require entry will be treated in accordance with the safety rules regarding Confined Space Entry, designated by the Utility, The Department of Labor and OSHA. o All personnel are trained and certified in Confined Space Entry & Self-Rescue.  We will follow all safety rules regarding First Responder First Aid & CPR, designated by the Utility, The Department of Labor and OSHA. o All personnel are trained and certified in First Responder First Aid & CPR.  We will follow all traffic safety rules, designated by the Utility, The Department of Labor, OSHA, and the Illinois Department of Transportation (per MUTCD). o All personnel are trained and certified, by the AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) in Traffic Control and Safety. Current documentations of safety training and certifications can be provided for all project personnel for the Utility. These certifications are current and up to date for all project personnel. Page 38 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 8 I N V E S T M E N T A commitment to improving and maximizing the Lake Geneva Utility Commission’s water distribution system for future generations. M.E. Simpson Co., Inc. is pleased to present our “Proposal” for a Water Distribution System Leak Detection program for the Lake Geneva Utility Commission. M.E. Simpson Co., Inc. will perform our leak detection services on approximately 69 miles of watermain within the Lake Geneva Utility Commission’s water distribution system. The survey will be completed by listening on the accessible main line valves, fire hydrants and as needed services by one of our two-man teams with all necessary equipment furnished by M.E. Simpson Co., Inc. as described within this document. The project will also include complete reporting of all issues found, with a final comprehensive report. 2026 ½ Town Leak Survey Metallic Water Distribution System Leak Survey Program Fee – Metallic $16,450.00 50 Miles of Metallic Water main Flat Rate Fee of: 2027 ½ Town Leak Survey Non-Metallic Water Distribution System Leak Survey Program Daily Fee – Non-metallic $23,500.00 19 Miles of Non – Metallic Water main Flat Rate Fee of: **Any water main surveyed in addition to the above 69 original miles of watermain will be surveyed at the rate of $2,350.00. Per Day We thank you for this opportunity to acquaint you with our Water Distribution System Leak Detection services and offer this proposal. If you have further inquiries or you wish to discuss our service in more detail, do not hesitate to call us. Page 39 of 105 M.E. Simpson Co., Inc. | Water Distribution System Leak Detection Program Page 9 M.E Simpson Co Inc. City of Lake Geneva, WI / Owner _______________________________ Date: 8/2/2025 Date:___________________________ Joe Nepras Lake Geneva Utility Commission Regional Manager City Administrator/Representative Page 40 of 105 Page 41 of 105 Page 42 of 105 Page 43 of 105 Page 44 of 105 Page 45 of 105 STATEMENT OF NON-REIMBURSEMENT BY UTILITY Wisconsin Department of Transportation DT2245 11/2016 Referencing the project identified below, , (COMPANY) a public utility company, aLake Geneva Utility Commission quasi utility, cooperative or municipal utility will not be requesting compensation for the relocation of their facilities. Project Description Project ID(s) Title: Limits: Highway: County: C LAKE GENEVA, W MAIN ST WELLS ST TO GRAND GENEVA WAY STH 50 WALWORTH Design: Construction: Right of Way: UTL No.: Utility: 3170-09-00 3170-09-70 3170-09-20 505 3170-09-20 Facility Type: Sewer COMPANY reserves the right to request compensation from the Wisconsin Department of Transportation, (DEPARTMENT) for compensable utility relocations on this project if: relocation costs increase, accommodating changes to the project plan, or accommodating changes to the relocation plans of other utility companies. If the COMPANY subsequently requests compensation and the DEPARTMENT agrees to payment on this project, the DEPARTMENT and COMPANY are required to execute an agreement. It is expressly understood and agreed that any work by COMPANY prior to execution of an agreement between COMPANY and the DEPARTMENT shall be at COMPANY sole expense. COMPANY Lake Geneva Utility Commission (Company Name) (Authorized Signature) (Date) (Title) (Print Name) (Authorized Signature) (Date) (Title) (Print Name) Page 1 of 1 Page 46 of 105 Right of Way Project ID 3170-09-20 UTL No. 505 TEMPORARY CONSTRUCTION EASEMENT Wisconsin Department of Transportation DT2216 7/2017 s.84.09(1) Wis. Stats. Grantor, which has an interest in the lands described below, grants to theLake Geneva Utility Commission, Wisconsin Department of Transportation, Grantee, the right and permission to occupy Grantor’s easement area for highway improvement purposes, which may include but are not limited to: 1) Constructing slopes and drainage facilities on the following described lands, including the right to operate necessary equipment thereon; 2) The right of ingress and egress, as long as required for such public purpose, including the right to preserve, protect, remove or plant thereon any vegetation that the highway authorities may deem desirable to prevent erosion of the soil, provided such activities are consistent with the rights held by the Grantor under its easement. Legal Description: See Attached This Temporary Construction Easement establishes the right of Grantee to occupy lands on which Grantor has easement interests. However, Grantor reserves to itself the right to continue to use said easement area with its present and future overhead and/or underground facilities in a manner which is consistent with this grant, and further, that the costs of any relocation or alteration of any facilities of Grantor required by Grantee to accomplish its work, now or in the future, will be paid by Grantee. This Temporary Construction Easement shall terminate upon completion of Construction Project No. 3170-09-70 for which this instrument is given. The Grantor has an easement or prescriptive right and therefore grants this Temporary Construction Easement as a holder of a property interest and not as a property owner. The Grantor’s easement is recorded as See Attached in the Walworth County Register of Deeds Office or exists by prescriptive rights as defined by Section 893.28 Wisconsin Statutes. The undersigned certify that this instrument is executed with the full right, power and authority to do so on behalf of GRANTOR. Lake Geneva Utility Commission (Grantor Name) (Signature) (Date) (Title) (Print Name) (Signature) (Date) (Title) (Print Name) Page 47 of 105 R/W Project ID 3170-09-20 This instrument was drafted by the Wisconsin Department of Transportation UTL No. 505 Lake Geneva Utility Commission - Sewer Temporary Construction Easement Legal Description All that part of the lands subject to the Grantor’s easements or interests included in lands acquired for the improvement of STH 50 by the Grantee in: All that part of the SE 1/4 of the NW 1/4, Section 31, T2N, R18E, City of Lake Geneva, Walworth County, Wisconsin, in lands acquired by the Grantee for Project 3170-09-20, W Main St (City of Lake Geneva), Forest St to Grand Geneva Way, STH 50, Walworth County, Wisconsin, dated 3/20/2025, as filed with the County Clerk of Walworth County, State of Wisconsin. Parcel Number Recorded Easement Tax Key Number 29 No Record of Easement Page 48 of 105 ComoCr. LakeGeneva 120 BIG FOOTBEACHBloomfield 328 330L. Como1250 R/W PROJECT NUMBER PLOT NAME : C:\USERS\STEVE\DOCUMENTS\2022 PROJECTS\BLOOM STH 50 3170-09-0070\CLIENT CORRESPONDENCE\FW_ 3170-09-70_71 STH 50\PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:48 AMPLOT DATE :PLOT BY :STEVE FEDERAL PROJECT NUMBERSHEETNUMBERTOTALSHEETSPLAT OF RIGHT OF WAY REQUIRED FOR REVISION DATELAYOUTSCALE0TOTAL NET LENGTH OF CENTERLINE = CONSTRUCTION PROJECT NUMBER 3170-09-20 W MAIN ST (CITY OF LAKE GENEVA)FOREST ST TO GRAND GENEVA WAYSTH 50 WALWORTH 4.01 1.0 MILE2.306 MI 3170-09-70/71 THIS PLAT IS A GRAPHIC REPRESENTATION AND IS FORREFERENCE PURPOSES ONLY. DEEDS MUST BE CHECKED TODETERMINE PROPERTY BOUNDARIES AND ACCESS RIGHTS. ACCESS RESTRICTED BY ACQUISITIONNO ACCESS (BY STATUTORY AUTHORITY)ACCESS RESTRICTED (BY PREVIOUS PROJECT OR CONTROL) BRIDGEPARCEL NUMBERUTILITY NUMBER25 40 SIXTEENTH CORNER MONUMENT 18923242625 #1-25 NW TEMPORARY LIMITED EASEMENT AREA LOT, TIE & OTHER MINOR LINESGEODETIC SURVEY MONUMENT SECTIONCORNERSYMBOL TO BE REMOVED SECTIONCORNERMONUMENT (TO BE SET)(1-INCH UNLESS NOTED) SLOPE INTERCEPT CONVENTIONAL SYMBOLS W SECTION LINEQUARTER LINESIXTEENTH LINENEW REFERENCE LINENEW R/W LINE CORPORATE LIMITSUNDERGROUND FACILITYNEW R/W (FEE OR HE)(HATCHING VARIES BY OWNER)(COMMUNICATIONS, ELECTRIC, ETC) EXISTING R/W OR HE LINEPROPERTY LINE R/W MONUMENTTR NON-MONUMENTED R/W POINTFOUND IRON PINIP (TYPE) P.L.SIGNOFF-PREMISESIGNSIGN SIGN EASEMENT AREA (PERMANENT LIMITED OR RESTRICTED DEVELOPMENT)BUILDINGTRANSMISSION STRUCTURES ELECTRIC POLETELEPHONE POLEPEDESTAL (LABEL TYPE) (TV, TEL, ELEC, ETC.)COMPENSABLE NON-COMPENSABLE PARALLEL OFFSETSNO ACCESS (NEW HIGHWAY)CULVERT WGTOHETVFOSANSS CONVENTIONAL UTILITY SYMBOLSWATERGASTELEPHONEOVERHEAD TRANSMISSION LINESELECTRICCABLE TELEVISIONFIBER OPTICSANITARY SEWERSTORM SEWERELECTRIC TOWERACCESS RIGHTSARACRESACAHEADAHALUMINUMALUMAND OTHERSET ALBACKBKBLOCKBLKCENTERLINEC/LCERTIFIED SURVEY MAPCSMCONCRETECONCCOUNTYCOCOUNTY TRUNK HIGHWAYCTHDISTANCEDISTCORNERCORDOCUMENT NUMBERDOCEASEMENT EASEEXISTINGEXGAS VALVEGVGRID NORTHGNHIGHWAY EASEMENTHEIDENTIFICATIONIDLAND CONTRACTLCLEFTLTMONUMENTMONNATIONAL GEODETIC SURVEYNGSNUMBERNOOUTLOTOLPAGEPPOINT OF TANGENCYPTPERMANENT LIMITED PLE EASEMENTPOINT OF BEGINNINGPOBPOINT OF CURVATUREPC POINT OF COMPOUND CURVEPCCPOINT OF INTERSECTIONPIPROPERTY LINEPLRECORDED AS(100')REEL / IMAGER/IREFERENCE LINER/LREMAININGREMRESTRICTIVE DEVELOPMENTRDE EASEMENTRIGHTRTRIGHT OF WAYR/WSECTIONSECSEPTIC VENTSEPVSQUARE FEETSFSTATE TRUNK HIGHWAYSTHSTATIONSTATELEPHONE PEDESTALTPTEMPORARY LIMITED TLE EASEMENTTRANSPORTATION PROJECT PLATTPPUNITED STATES HIGHWAYUSHVOLUMEV CONVENTIONAL ABBREVIATIONS CURVE DATA ABBREVIATIONS/DELTALONG CHORDLCHLONG CHORD BEARINGLCBRADIUSRDEGREE OF CURVEDCENTRAL ANGLELENGTH OF CURVELTANGENTTDIRECTION AHEADDADIRECTION BACKDB POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCELINES.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.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE INPARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROLARE LISTED ON THE DETAIL PAGES. NOTES: COUNTY, NAD83 ( ) IN US SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES,WALWORTH 2011 WAUKESHA, SOUTHEAST REGION. END PROJECT ID 3170-09-20STA 750+73.56BEGIN PROJECT ID 3170-09-20STA 620+31.95Y: 335602.80X: 787142.27 R-17-ER-18-ER-18-ER-17-E STATE PROJECT NUMBER C LAKE GENEVA, W MAIN STFOREST ST TO GRAND GENEVA WAYSTH 50WALWORTH COUNTY3170-09-20 © 2018 TERRATEC ENGINEERING, LLC.CEDARBURG, WI 53012Tel.: 262.377.9905 - Fax: 262.375.1958W67 N222 EVERGREEN BLVD., STE. 205TERRATECENGINEERING,LLC.ORIGINAL PLANS PREPARED BY (DATE)STEVEN M. ARNOLDTERRATEC ENG.PLS NO 316808/27/2025 APPROVED FOR THE CITY OF LAKE GENEVADATE:SIGNED CITY ENGINEER(SIGNATURE)DATE:SIGNED CITY CLERK (SIGNATURE) CITY OFLAKE GENEVA Page 49 of 105 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:48 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.02SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________LAYOUT NAME - 4.02 Page 50 of 105 2022 30 31 612614616618620622624626628630632634636638640642644 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.03SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.03 1 2 4 BEGIN PROJECTSTA 620+31.95Y: 335602.80X: 787142.27 35 GN 3 Page 51 of 105 642644646648650652654656658660662664666668670672674 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.04SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.04 5 7 10 36 GN 6 8 9 11 Page 52 of 105 386039 670672674676678680682684686688690692694696698700 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.05SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.05 13 21 22 36 GN T2N R18ET2N R17E 15 16 1718 1920 23 2425 Page 53 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR ZA 129400002EVERGREEN BP LLC1049448 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC 526956 685617 PYLON SIGNEASE 221750635628 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942 386039 369361 ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZA 326300001GNI OF LAKE GENEVA LLC ZOP 00385CATHOLIC CHURCH NGH 00013CHRISTOPER A CRUM 325 330 335338 698700702704706708710712714716718720722724726728 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.06SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.06 27 28 30 31 GN 23 26 29 3132 Page 54 of 105 ZLM 00074BRUCE/JOY IRUSSI TRUST1/16TH LINE 20 22 30 31 618620622624626628630632 TENR 1/4 LINE ZLM 00074BRUCE/JOY IRUSSI TRUST 30 628N70°02'45"E 1031.59'5'35' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.07SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.07 50 SW 1/4 OF THE NE 1/4 OF SECTION 35-2-17 14 CURVE 1PI STA = 625+07.06Y = 335629.101X = 787616.653DELTA = 16°46'51" LTD = 4°39'41"T = 181.30'L = 360.00'R = 1229.16'PC STA = 623+25.76Y = 335619.065X = 787435.633PT STA = 626+85.76Y = 335690.972X = 787787.067 PT: 626+85.76 COORDINATE TABLEPOINTTLE251TLE252TLE253TLE254255256 Y COORDS335719.197335714.496335726.394335731.095335748.770335827.364 X COORDS787956.999787958.703787991.619787989.915787946.263788162.734 FOUND MONUMENT TABLEPOINT 979899199200 IP 1"IP 1"IP 1"IP 1"IP 1" Y COORDS 335785.687335742.522335689.623335807.688335835.240 X COORDS 787947.069788021.488787875.188788201.840788278.811 DESCRIPTIONPOSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUESSHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESMAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS),UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THEPROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULARTO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD.THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELDSURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCEAND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: N70°02'45"E 1031.59' GN SE 1/4 OF THE NE 1/4 OF SECTION 35-2-17 CURVE 1 FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNERHWYSTH 50PLAT OF LAKE GENEVA MANOR SUBBASIS OF EXISTING R/WWIDTH66'60'19261926DATEPLAT OF LAKE GENEVA MANOR SUBLAKEVIEW TLE FOR SLOPING175 SQ. FT. MATCH LINE SEE SHEET 4.08 STA. 630+85.42 1 TLE251TLE252TLE253TLE254255 IP99 IP97 IP98 256N00°39'14"E 353.67'PC: 623+25.76 255 N70°02'45"E 1031.59' BEGIN PROJECTSTA 620+31.95Y: 335602.80X: 787142.27 1/4 LINE 33' 33' 33'33' N86°49'36"E 293.81' WALL EXC.FROM TLE STH 50 STA: 628+32.44 SKY LN STA: 30+00 TR352N 7E FOUND WALWORTH CTY BRASS CAPY=335501.325X=786885.854 TRTR35362N17E2N17E FOUND BRASS CAP ATW. MEANDER CORNERY=335457.020X=788928.194 IP200IP199IP198 IP97 IP98 IP99 IP100 IP96 IP94IP95IP89 IP90 IP91IP92 IP93 93949596 100 IP 1"IP 1"IP 1"IP 1" IP 1" 335696.571335703.005335707.297335727.796 335628.042 787577.867787732.372787730.984787728.693 787800.201 8990 198 9192IP 2"IP 1" IP 1" IP 3/4"IP 1"335679.337335683.918 335861.476 335682.967335690.364787326.695787408.655 788154.907 787491.928787494.319 P.L.P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L.P.L. P.L. P.L. P.L.P.L.P.L.P.L. PI: 625+07.06 DETAIL 4.07.01 4.07.01 STH 50 STA: 627+18.67 LAKEVIEW DR STA: 22+50 STH 50 STA: 620+71.58 PEARSON DR STA: 10+00 0 4020 Page 55 of 105 WILLIAM Z. PETROPOULOS 640 634 5' ZLKC 00001WILLIAM Z. PETROPOULOS 1/16TH LINE 630632634636638640642644 N70°02'45"E 1031.59' N79°16'26"E 408.88' FOUND WALWORTH CTY BRASS CAPY=335501.325X=786885.854 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.08SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.08 50 4 COORDINATE TABLEPOINT257TLE258TLE259TLE260TLE261 256Y COORDS335903.610335873.441335868.725335907.822335912.538 335827.364X COORDS788372.743788383.696788385.358788493.512788491.850 788162.734 1/16TH LINE SW 1/4 OF THE NE 1/4 OF SECTION 35-2-173 GN SE1/4 OF THE NE 1/4 OF SECTION 35-2-17 33' TLE445TLE446335887.424335892.140788437.084788435.422447335942.856788480.841 2MATCH LINE SEE SHEET 4.07 STA. 630+85.42 MATCH LINE SEE SHEET 4.09 STA. 644+25.42 CURVE 2 CURVE 3 CURVE 2PI STA = 638+07.74Y = 336073.868X = 788841.689DELTA = 9°13'41" RTD = 5°06'57"T = 90.39'L = 180.39'R = 1120.00'PC STA = 637+17.35Y = 336043.021X = 788756.726PT STA = 638+97.74Y = 336090.691X = 788930.500 CURVE 3PI STA = 644+63.68Y = 336196.018X = 789486.547DELTA = 11°00'25" RTD = 3°30'54"T = 157.05'L = 313.14'R = 1630.00'PC STA = 643+06.62Y = 336166.789X = 789332.239PT STA = 646+19.76Y = 336195.248X = 789643.598 4 TRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT W. MEANDER CORNERY=335457.020X=788928.194TR352N 7E POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRIDBEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-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 THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEWREFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVEDFROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESSCONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: 262263TLE264TLE265336109.722336110.818336142.024336146.145789030.971789036.756789030.845789026.014 FOUND MONUMENT TABLEPOINT192193 208209 IP 1"IP 1" IR 5/8"IP 1" Y COORDS336151.914336141.146 336068.529336074.945 X COORDS789086.236789025.923 788982.115789015.514 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER HWYSTH 50PLAT OF LAKE GENEVA MANOR SUBBASIS OF EXISTING R/WWIDTHVARIES60'20071926DATELAKEHOUSE CONDOMINIUM PLATELMWOOD 257 TLE258TLE259 TLE260TLE261IP201 IP202P.L. P.L. ZLM 00068HELEN/JOHN HACKETTZLM 00069CHARLES/JILL LORENZI TLE446TLE445 447 TLE FOR SLOPING275 SQ. FT.32 256N00°39'14"E 353.67' P.L. P.L.P.L. 33' 1/4 LINE 1/4 LINE TLE FOR SLOPING300 SQ. FT. ZLKC 00001WILLIAM Z PETROPOULIS4 262263 TLE264TLE265IP193TLE FOR SLOPING12 SQ. FT.IP199IP200IP198 IP201IP202 IP203 IP197 IP196IP195 IP207 IP194 IP208IP209 IP216IP193IP192 IP191 IP217 IP218 IP190 P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L.P.L.P.L.P.L. P.L. P.L.P.L.P.L. P.L.P.L.P.L.P.L.P.L. P.L. PI: 638+07.74 PI: 644+63.68 PC: 637+17.35PT: 638+97.74 PC: 643+06.62 195196197198IP 1"IP 1.5"IP 1"IP 1"336091.308336063.986336012.440335861.476788787.706788712.412788563.884788154.907 190191194 207 IR 5/8"IP 1"IR 5/8" IP 1" 336203.878336172.753336124.341 336047.078 789357.036789198.582788931.357 788889.205216217218IP 1"IP 1"IP 1"336094.546336122.380336133.111789127.128789313.934789405.082 TRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT N. MEANDER CORNERY=335788.565X=789439.946 201202203 199200MAG NAILIP 1"IP 1.5" IP 1"IP 1"335891.557335911.838335944.958 335807.688335835.240788433.795788490.524788580.535 788201.840788278.811 DETAIL 4.08.01DETAIL 4.08.02 4.08.02 4.08.01 STH 50 STA: 639+62.24ELMWOOD AV STA: 10+00 257447 263 0 4020 0 2010 LIGHT POLE ANDBUILDING EXC. FROM TLEFENCE EXC.FROM TLE Page 56 of 105 ZOP 00232AJANELLE M POWERS ZOP 002191131 W MAIN ST ZOP 00222DAVID/DEBRA MONEY TRUSTZOP 002291031 W MAIN ST LLC ZOP 00238JAMES MERCURIO 644646648650652654656658S89°16'53"E 769.69'S89°25'40"E 359.98'S89°43'08"E 267.62' S89°16'53"E 769.69' ZOP 00222DAVID/DEBRA MONEY TRUSTZOP 002291031 W MAIN ST LLC 652 654 5' 4' ZOP 00232AJANELLE M POWERSZOP 00238JAMES MERCURIO 6583'1' 3' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.09SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.09 50 4 5 6 7 8 CURVE 3PI STA = 644+63.68Y = 336196.018X = 789486.547DELTA = 11°00'25" RTD = 3°30'54"T = 157.05'L = 313.14'R = 1630.00'PC STA = 643+06.62Y = 336166.789X = 789332.239PT STA = 646+19.76Y = 336195.248X = 789643.598 CURVE 3MATCH LINE SEE SHEET 4.08 STA. 644+25.42MATCH LINE SEE SHEET 4.10 STA. 657+77.04PT: 646+19.76PI: 648+87.38Y=336193.935X=789911.212PI: 652+47.36Y=336190.339X=790271.173PI: 644+63.68 GN HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTHVARIES80'18401840DATEORIGINAL PLAT OF GENEVAWARREN 5 266 TLE267TLE268TLE269TLE270TLE271 272 TLE273TLE274TLE275TLE276 277 IP105 IP106 PI: 652+47.36P.L. P.L. P.L. P.L.TLE FOR SLOPING133 SQ. FT.TLE FOR SLOPING110 SQ. FT.6 IP110P.L. P.L. 279 TLE280TLE281TLE282 283 PRW284PRW285TLE286TLE287TLE288PRW289PRW290PRW291292278S89°16'53"E 769.69' PI-PI FEE FOR SIDEWALK48 SQ. FT.TLE FOR SLOPING36 SQ. FT. TLE FOR SLOPING90 SQ. FT.8 P.L. P.L. P.L. 7 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCESYSTEM COORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN USSURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, ANDGRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24"IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TOTHE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETEROF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEYSYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTEDARE DRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS ANDDOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY,AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELDSURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OF TRANSPORTATIONOFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALLAREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTSOF REFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAYPLAT DETAILS / DETAIL PAGES. NOTES: FOUND MONUMENT TABLEPOINT 106104105IR 5/8"IP 1"IR 5/8" Y COORDS 336226.208336228.720336227.939 X COORDS 790342.279790143.865790263.696 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER COORDINATE TABLEPOINT266TLE267TLE268TLE269TLE270TLE271272TLE273TLE274TLE275TLE276277 Y COORDS336190.626336228.049336232.049336231.959336242.890336227.892336189.442336226.346336231.345336231.075336226.075336190.339 X COORDS790242.473790242.715790242.745790254.744790263.879790263.695790342.697790343.160790343.222790365.220790365.159790271.173109110111IR 5/8"IP 1"IR 5/8"336223.214336221.918336219.911790613.138790703.137790843.163 COORDINATE TABLEPOINT 278279 TLE280TLE281TLE282283PRW284PRW285TLE286TLE287TLE288PRW289PRW290PRW291292 Y COORDS 336183.697336184.928 336224.917336225.065336222.065336183.548336220.327336221.327336223.327336223.730336239.729336239.758336239.771336221.760336220.775 X COORDS 790800.814790702.673 790703.173790691.174790691.137790812.712790813.173790813.188790813.212790786.215790786.411790784.411790783.411790784.191790783.179 IP111IP110IP109IP108IP107IP106IP105IP104IP103IP102IP101 80'1840ORIGINAL PLAT OF GENEVAMADISONTRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT N. MEANDER CORNERY=335788.565X=789439.946 TTRTRRTR262535362N17E2N17E2N17E2N17EFOUND BRASS CAPY=338072.082X=789495.985 1/16TH LINE1/4 LINE 103102101 107108 IP 1"336228.909790084.221IP 1"336229.938789994.117IP IR336230.604789903.993 IP IR336225.022790460.781IP IR336224.004790537.003 277 278 1/16TH LINE DETAIL 4.09.01DETAIL 4.09.02 4.09.01 4.09.02 STH 50 STA: 648+39.50 MAXWELL ST STA: 10+00 STH 50 STA: 652+80.03 WAREN ST STA: 10+00 STH 50 STA: 657+19.83 MADISON ST STA: 10+00 0 4020 0 4020 Page 57 of 105 ZOP 00232AJANELLE M POWERSZOP 00238JAMES MERCURIO ZOP 00243AJEFFREY M ANDBEVERLY LEONARDTRUST ZOP 00253 ZOP 00337870 W MAIN ST ZOP 00256214 BROAD ST ZOP 00326156 12 BROAD ST ZOP 00267221 BROAD ST 3031 ZOP 00285GENEVA CENTERLLC ZOP 00303UNITED STATES OFAMERICA ZA276000001VENTURE INVESTMENTPARTNERS 658660662664666668670672 TENR S88°59'41"E 1445.64'S89°16'53"E 769.69'S81°43'51"E 97.25'S89°04'39"E 441.16' 2' S81°43'51"E 97.25' PARTNERS 670 4' ZOP 00285GENEVA CENTERLLC 3' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.10SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.10 50 4 10 119MATCH LINE SEE SHEET 4.09 STA. 657+77.04PI: 660+17.05Y=336180.687X=791040.800PI: 661+14.30Y=336166.699X=791137.043PI: 665+55.46Y=336159.596X=791578.144 GN 114115IR 5/8"IR 5/8"336217.100336216.391791023.274791083.146 462463464TLE465TLE466TLE467 336166.699336166.614336215.402336215.432336232.431336232.401 791137.043791142.352791143.137791141.138791141.346791143.346 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCESYSTEM COORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN USSURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, ANDGRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OFTHE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OROTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED AREDRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTSOF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTINGPROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNINGUNIT OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE INWAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES. NOTES: 462463PI: 661+14.30 TLE FOR SIDEWALK34 SQ. FT.464TLE465TLE466TLE4679 P.L. P.L. P.L. IP115 IP115IP114IP113IP112 IP140IP134IP133IP132IP131IP130IP128IP126 IP162 IP159IP158IP157IP155 FOUND MONUMENT TABLEPOINT 132133134140155 CROSS NOTCHIR 5/8" Y COORDS 336203.445336202.881336202.654336212.757336102.960 X COORDS 791932.444791953.770791976.740792124.165791962.973 DESCRIPTION 157158 336103.363336103.826791943.005791923.462FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER COORDINATE TABLEPOINT293294TLE295TLE296TLE297298299PRW300PRW301PRW302303304TLE305TLE306TLE307 Y COORDS336149.533336149.678336099.921336081.489336100.234336150.024336199.494336202.494336202.236336199.236336151.428336201.530336213.529336213.594336201.595 X COORDS792151.654792143.396792142.523792123.076792123.305792123.649792124.521792124.558792143.556792143.520792043.661792044.540792044.687792040.688792040.541 CROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCH 10 P.L. 303 304TLE305TLE306TLE307TLE FOR SIDEWALK48 SQ. FT. P.L. P.L. IP140 293294298 PRW302PRW301PRW300299FEE FOR SIDEWALK57 SQ. FT. 11IP134 P.L. P.L. P.L. N00°10'55"E 724.67' MATCH LINE SEE SHEET 4.11 STA. 671+29.06 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'80'18401840DATEORIGINAL PLAT OF GENEVACENTER80'1840ORIGINAL PLAT OF GENEVACOOK TR362N 17E FOUND WALWORTHCTY BRASS CAPY=335424.870X=792149.350 FOUND WALWORTH CTY BRASS CAPY=338051.690X=792157.700TR252N17ETR362N17E 1/16TH LINE 1/4 LINE 112113126128130131 159162 293462 1/4 LINE IR 5/8"336219.016790903.171336218.022790963.276336206.812791725.769336206.017791758.08336204.923791846.23336204.331791869.134 336104.669791844.448336107.387791677.598CROSS NOTCHMAG NAIL CROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCHIP 1" DETAIL 4.10.01 4.10.01 DETAIL 4.10.02DETAIL 4.10.03 4.10.024.10.03 STH 50 STA: 661+46.82COOK ST STA: 50+00STH 50 STA: 666+09.81BROAD ST STA: 20+00 STH 50 STA: 670+59.47CENTER ST STA: 30+00 0 4020 0 4020 0 4020 BLDG EXC.FROM TLE Page 58 of 105 ZOP 00285GENEVA CENTERLLC ZOP 00303UNITED STATES OFAMERICA ZOP 00291KOCOUREK PROPERTYHOLDINGS LLC ZOP 00004CITY OF LAKE GENEVAZCM 00001SHANE S PIASECKI ZOP 00375JP'S NEVADA, LLC ZA276000001VENTURE INVESTMENTPARTNERS ZA312100001CITY OF LAKE GENEVA ZA246700002CITY OF LAKE GENEVACSM 2467 ZOP 00300GENEVA LAKE LEVEL CORPORATION 670672674676678680682684 TENR S88°59'41"E 1445.64' S89°38'34"E 1481.05'W SIGN ZOP 00291KOCOUREK PROPERTYHOLDINGS LLC S88°59'41"E 1445.64' 5' 3' ZA246700002CITY OF LAKE GENEVACSM 2467 676 10' G G ZOP 00375JP'S NEVADA, LLC 680 3' SIGN ZOP 00004CITY OF LAKE GENEVA 6845' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.11SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________50LAYOUT NAME - 4.11 50 4 GN PI: 680+01.10Y=336134.233X=793023.565MATCH LINE SEE SHEET 4.10 STA. 671+29.06 MATCH LINE SEE SHEET 4.12 STA. 684+47.9013 15 16 17 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATEREFERENCE SYSTEM COORDINATES (WISCRS), WALWORTH COUNTY,NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESMAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACEDPRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THEPERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLICLAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONGAND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEINGIMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDEDMAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE ATRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TOALL AREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAYPOINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: COORDINATE TABLEPOINT308TLE309TLE310TLE311TLE312TLE313 Y COORDS336143.166336194.197336199.196336198.966336205.166336203.270 X COORDS792514.525792515.420792515.488792532.487792537.542792539.867 431TLE432TLE433TLE434TLE436 336140.333336093.060336073.206336067.844336093.166 792675.967792675.138792687.751792679.310792663.223 314336193.968792532.283 FOUND MONUMENT TABLEPOINT828384IP 1"IP 1"IP 1" Y COORDS336082.796336082.770336082.663 X COORDS793402.995793352.964793313.131DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER ALLIANT ENERGYNO RECORD OF EASEMENTPARCEL 17500 IP143 IP144 IP145 IP84IP83IP82 13 308 TLE309TLE310TLE311TLE312TLE313 314 P.L. STA: 674+91.98 TLE FOR SIDEWALK,SLOPING115 SQ. FT.P.L.P.L. P.L. P.L.TLE434 431STA: 676+53.45 TLE FOR SLOPING268 SQ. FT.TLE436TLE433TLE432 15 501P.L. 100 PI: 680+01.10 16 TLE321TLE322TLE323TLE325TLE326TLE327TLE328 320 P.L. Y=336134.230X=793023.570 TLE FOR SLOPING787 SQ. FT. P.L. P.L. TLE333TLE332TLE331TLE330 319329 P.L.500 STA: 684+47.90 TLE FOR SLOPING125 SQ. FT.17 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'47'18401840DATEORIGINAL PLAT OF GENEVAMILL 66'1994CSM 2467S LAKE SHOREVARIESORIGINAL PLAT OF GENEVAN WELLS66'1840ORIGINAL PLAT OF GENEVACOUNTRY CLUB TR362N 17E TR252N17ETR362N17E FOUND WALWORTHCTY BRASS CAPY=335424.870X=792149.350 FOUND WALWORTHCTY BRASS CAPY=338051.690X=792157.700 1/4 LINE 1/16TH LINEIP81 319320TLE321TLE322TLE323TLE325TLE326TLE327TLE328329TLE330TLE331TLE332TLE333 336131.448336133.592336086.653336083.653336086.026336060.698336060.885336078.117336089.383336131.727336182.554336187.555336187.766336182.766 793470.358793126.469793126.176793126.114793012.715792995.761792987.763792988.167792995.708793425.509793425.826793425.755793400.756793400.714 1/16TH LINE 319 143144145IP 1"IP 1"MAG NAIL336196.619792294.204336194.097792433.734336095.38792396.229 DETAIL 4.11.01 DETAIL 4.11.02 DETAIL 4.11.03 DETAIL 4.11.04 4.11.03 4.11.04 4.11.01 4.11.02 STH 50 STA: 674+89.87 MILL ST STA: 10+00 STH 50 STA: 676+57.79 S LAKE SHORE DR STA: 10+00STH 50 STA: 677+58.59N WELLS ST STA: 10+00 STH 50 STA: 684+36.25COUNTRY CLUB DR STA: 10+00 314 308 431 320 0 20 0 20 0 20 0 20 WE ENERGIES - GASDOC. NO RECORD OF EASEMENTPARCEL 15501 SIGN EXC.FROM TLE Page 59 of 105 ZOP 00004CITY OF LAKE GENEVAZCM 00001SHANE S PIASECKI Z0P 00002EYOUNGQUIST-NADING LLC ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR 386039Z0P 00002FWALWORTHAPARTMENTS LLC ZPI 00007JUNE JOHNSON TRUST ZYUP 00131CITY OF LAKE GENEVA ZOP 00385CATHOLIC CHURCHZA 85600002PATRICIA I MOTT 684686688690692694696698S89°38'34"E 1481.05' N78°42'30"E 2108.68'FO FOSIGNW MHSIGN ZCM 00001SHANE S PIASECKI 5'W 4' 692 5'SIGN JUNE JOHNSON TRUST ZA 85600002PATRICIA I MOTT 692 6' 5' ZOP 00385CATHOLIC CHURCH WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.12SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.12 50 4 GN 18 1920 21 25 22 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4 MATCH LINE SEE SHEET 4.11 STA. 684+47.90 MATCH LINE SEE SHEET 4.13 STA. 697+67.71PI: 696+76.97PT: 698+70.45PC: 694+82.15 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRIDBEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-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 THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEWREFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVEDFROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESSCONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: TLE337TLE338TLE336TLE335 334 P.L. P.L.TLE FOR SLOPING425 SQ. FT.18 319 COORDINATE TABLEPOINT334TLE335TLE336TLE337TLE338 Y COORDS336131.316336181.282336186.282336186.999336181.998 X COORDS793491.488793576.694793576.736793491.740793491.804 FOUND MONUMENT TABLEPOINT7172747576 IP 1"IP 1"IP 1"IP 1"IP 1" Y COORDS336076.682336193.586336076.721336077.871336078.754 X COORDS794293.935794189.677794188.508794075.388793999.652 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER 339340TLE341TLE342TLE343TLE344TLE345TLE346347TLE348TLE349TLE350TLE351352 336124.999336126.723336075.789336060.123336060.165336069.831336070.109336076.109336126.966336176.117336181.116336180.863336175.864336127.342 794504.585794228.158794227.840794227.758794222.759794222.809794189.810794189.842794189.062794189.369794189.411794219.410794219.368794128.844 19TLE355TLE356TLE354TLE353 352 TLE FOR SLOPING62 SQ. FT.IP72TLE349TLE348TLE350TLE351 347340 TLE FOR SLOPING150 SQ. FT.20 IP74 347340 TLE341TLE342TLE343TLE344TLE345TLE346P.L. P.L.P.L. P.L.TLE FOR SLOPING276 SQ. FT.21 IP80 IP79 IP78 IP77 IP76 IP75 IP74 IP72 IP71 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'60'18401840DATEORIGINAL PLAT OF GENEVAHAVENWOOD66'1840ORIGINAL PLAT OF GENEVAEAST 63'ORIGINAL PLAT OF GENEVAN CURTIS1840 TRTR36312N17E2N18E FOUNDWALWORTH CTYBRASS CAPY=335405.343X=794785.338 TTRTRRTR253036312N17E2N18E2N17E2N18EFOUNDWALWORTH CTYBRASS CAPY=338039.683X=794799.123 1/16TH LINE 1/4 LINE IP81 8081IP 1"IP 1"336082.736336082.053793554.823793478.990 PI: 696+76.97357 358CURVE 4 437TLE438TLE441TLE440TLE439TLE FOR SLOPING64 SQ. FT.25 777879 TLE353TLE354TLE355TLE356336176.672336180.672336180.801336176.802794129.151794129.185794113.611794113.577357358336144.532336116.945794789.206794789.061 437TLE438TLE439TLE440TLE441 336071.157336071.318336063.314336063.382336071.386 794788.822794758.064794758.024794750.022794750.062 357339319 1/16TH LINEIR 5/8"IR 5/8"IP 1"336080.211793848.083336082.603793783.05336079.577793661.896 PRW364TLE365 369362PLE363PLE442PLE443TLE366TLE367TLE368 DETAIL 4.12.01DETAIL 4.12.02DETAIL 4.12.03 DETAIL 4.12.04DETAIL 4.12.05 4.12.01 4.12.02 4.12.05 4.12.034.12.04 1/4 LINE STH 50 STA: 687+96.11 WEST ST STA: 10+00 STH 50 STA: 691+33.33 HAVENWOOD DR STA: 10+00 STH 50 STA: 692+34.44 EAST ST STA: 10+00 STH 50 STA: 697+67.71 N CURTIS ST STA: 10+00 319336131.448793470.358 362PLE363PRW364TLE365TLE366TLE367TLE368369 336171.058336171.654336182.300336212.745336187.108336188.335336173.335336171.866 794789.344794718.683794789.403794789.563794664.832794519.391794519.265794789.352 PLE442PLE443336172.654336172.569794718.691794728.812 352347340 1/4 LINE TLE FOR SLOPING5333 SQ. FT.PLE FOR SIDEWALK381 SQ. FT. 0 20 0 20 0 20 0 200 20 WALL EXC.FROM TLE SIGN EXC.FROM TLE SIGN EXC.FROM TLE Page 60 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZOP 00385CATHOLIC CHURCH 698700702704706708710712 FO FO G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W MHSIGN W W ZA 78900001W.H.J. PROPERTIES LLC 698 E WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.13SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.13 50 4 GN 23 SW 1/4 OF THE NW 1/4 OF SECTION 31-2-18SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18 1/16TH LINEN00°06'25"E 1016.70' 1/16TH LINE PT: 698+70.45 IP66 IP65 IP64 IP62 IP60 IP57 FOUND MONUMENT TABLEPOINT57606264IP 1"IP 1" Y COORDS336165.043336266.495336207.439336147.792 X COORDS795923.310795582.990795287.895794989.127 DESCRIPTION 65IP 1"336134.446794922.261FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER 371387 66IR 5/8"336116.516794821.637 COORDINATE TABLEPOINT 371387PRW364TLE365PRW370PLE448PLE449PLE450PLE451TLE391TLE392 Y COORDS 336403.076336440.898336182.300336212.745336219.561336331.904336339.958336300.777336292.724336363.048336348.355 X COORDS 796098.197796098.267794789.403794789.563795021.402795369.304795408.485795416.538795377.357795520.826795523.846 P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. N78°42'30"E 2108.68' N78°42'30"E 2108.68' IR 5/8"IR 5/8" GAS ESMTDOC 386039 PRW370PRW364TLE365 PLE448PLE449PLE450PLE451 TLE391TLE392 TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E FOUND WALWORTHCTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTHCTY BRASS CAPY=338039.683X=794799.123 N00°17'59"E 1826.96' TLE FOR SLOPING22634 SQ. FT. TLE FOR SLOPING26463 SQ. FT. AT&T WISCONSINDOC. 221759-PARCEL 24DOC. 221749-PARCEL 26DOC. 221750-PARCEL 27DOC. 635628-PARCEL 27504WE ENERGIES - GASDOC. 369361-PARCEL 23DOC. 386039-PARCEL 23501 501510 2726 24 26 MATCH LINE SEE SHEET 4.12 STA. 697+67.71 MATCH LINE SEE SHEET 4.16 STA. 711+02.03 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4PI: 696+76.97 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETIONOF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: 357358TLE359TLE360TLE361369 336144.532336116.945336116.773336119.375336101.773336171.866 794789.206794789.061794822.058794836.831794821.978794789.352 ALLIANT ENERGY - ELECNO RECORD OF EASEMENTPARCEL 24500 IP66 IP65PT: 698+70.45 P.L.357 358TLE359TLE360TLE361AT&T WI ESMTDOC 221759500 TLE FOR SLOPING111 SQ. FT. 24 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'63'18401840DATEORIGINAL PLAT OF GENEVAN CURTIS40'1947LAKE GENEVA GOLF HILLSWEST DR 1/4 LINE 1/16TH LINE P.L. 1/4 LINE 369357 1/4 LINE DETAIL 4.13.014.13.01 SHEET 4.14 STH 50 STA: 709+06.06 WEST DR STA: 10+00 STH 50 STA: 697+67.71 N CURTIS ST STA: 10+00 2323 PLE FOR DRAINAGE1600 SQ. FT.FEE FOR SIDEWALK1209 SQ. FT. 0 20 WALL EXC.FROM TLEWALL EXC.FROM TLE WALL EXC.FROM TLE 504 WINDSTREAMNO RECORD OF EASEMENTPARCEL 23510 Page 61 of 105 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA 704 706 708N78°42'30"E 2108.68' 12' 40' 12' 20' FO FO FO FO FO FO G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOW WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-70DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.14SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________4020LAYOUT NAME - 4.14 DETAIL 4 GN IP60 IP57 FOUND MONUMENT TABLEPOINT5760IR 5/8"IP 1"Y COORDS336165.043336266.495X COORDS795923.310795582.990DESCRIPTIONFOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. N00°17'59"E 2634.36' 372 379 COORDINATE TABLEPOINT372TLE373TLE374TLE375TLE376TLE377TLE378379PLE380PLE381PLE382PLE383PLE384PLE385 Y COORDS336359.416336324.457336304.056336298.338336306.191336299.007336310.787336307.160336273.589336246.456336245.407336265.817336254.434336234.816 X COORDS795879.529795886.509795886.367795856.917795855.392795818.392795816.105795617.814795624.517795589.704795584.410795584.517795527.095795530.984 386 386336287.719795520.449 23 GAS ESMTDOC 369361 AT&T WI ESMTDOC 221750 AT&T WI ESMTDOC 635628 TR312N 18E TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E FOUND WALWORTH CTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTH CTY BRASS CAPY=338039.683X=794799.123 PLE384 PLE385PLE382PLE381 PLE380PLE383 TLE378TLE377TLE376TLE375TLE374TLE373 P.L.PLE452PLE453PLE454PLE455 P.L. S89°10'17"E 2622.20' PLE452PLE453PLE454336227.414336235.191336223.420795390.781795430.018795432.351PLE455336215.643795393.114 N00°17'59"E 850.69' S89°10'17"E 694.70' S78°47'16"W 55.46' N78°23'07"E 591.86' N00°17'59"E 1826.96' STA: 705+12.88STA: 706+12.17 STA: 708+79.05 26 26 27 27 PLE FOR DRAINAGE480 SQ. FT. PLE FOR DRAINAGE1130 SQ. FT. PLE FOR DRAINAGE461 SQ. FT. TLE FOR SLOPING1093 SQ. FT. 43.51' POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETIONOF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: 1/4 LINE 1/4 LINE AT&T WI ESMTDOC 221749 510 501 Page 62 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR 221750635628 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942 386039 369361 ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZOP 00385CATHOLIC CHURCH 696698700702704706708710712714 FO FO G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W MHSIGN W W WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.15SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________12060LAYOUT NAME - 4.15 60 DETAIL 4 GN 23 SW 1/4 OF THE NW 1/4 OF SECTION 31-2-18SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18 1/16TH LINE 1/16TH LINE1/16TH LINE PT: 698+70.45IP66 IP65IP64 IP62 IP60 IP53 IP57 FOUND MONUMENT TABLEPOINT5357606264IP 1"IP 1" Y COORDS336423.557336165.043336266.495336207.439336147.792 X COORDS796375.633795923.310795582.990795287.895794989.127 DESCRIPTION 65IP 1"336134.446794922.261FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER66IR 5/8"336116.516794821.637 COORDINATE TABLEPOINTTLE365PLE449PLE450TLE391TLE392TLE397TLE398 Y COORDS336212.745336339.958336300.777336363.048336348.355336524.519336500.030 X COORDS794789.563795408.485795416.538795520.826795523.846796380.929796385.962 P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. N78°42'30"E 2108.68' N78°42'30"E 2108.68' IR 5/8"IR 5/8"IR 5/8" GAS ESMTDOC 386039 TLE365 PLE449PLE450 TLE391TLE392 TLE397TLE398 TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E N00°17'59"E 1826.96' TLE FOR SLOPING26463 SQ. FT. 2726 24 26MATCH LINE SEE SHEET 4.10 STA. 697+67.71 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4PI: 696+76.97 FOUND WALWORTH CTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTH CTY BRASS CAPY=338039.683X=794799.123 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATEREFERENCE SYSTEM COORDINATES (WISCRS), WALWORTH COUNTY,NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34"X 24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BEPLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THEPERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLICLAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONGAND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEINGIMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDEDMAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BEA TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TOALL AREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAYPOINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'63'18401840DATEORIGINAL PLAT OF GENEVAN CURTIS40'1947LAKE GENEVA GOLF HILLSWEST DR Page 63 of 105 718 FO FO FO FO FO FO SIGNSIGN ZA 129400002EVERGREEN BP LLC1049448 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC 526956 685617 PYLON SIGNEASE ZA 326300001GNI OF LAKE GENEVA LLC NGH 00013CHRISTOPER A CRUM 335 338 712714716718720722724726 N78°42'30"E 2108.68' N74°44'27"E 222.08'N84°00'04"E 186.06' N73°30'43"E 657.69' FO FO FO FO FO FO FO FO FO FO FO FOSIGNSIGN NGH 00013CHRISTOPER A CRUM WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.16SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.16 50 4 GN CURVE 528 29 30 3132 PI: 720+79.20PC: 719+79.13PT: 721+79.13PI: 723+65.19Y=336624.310X=797341.014 PI: 725++87.27Y=336682.759X=797555.268 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS), WALWORTHCOUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRIDDISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISE NOTED,AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TOTHE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVED FROMFILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OFEXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATEFIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROL ARELISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: FOUND MONUMENT TABLEPOINT 44484950 IP 3/4" IR 1/2" Y COORDS 336531.532336710.136336595.728336530.675336518.104 X COORDS 797127.832796786.250796863.476796902.407796840.476 DESCRIPTION 51IP 1"336490.781796706.457FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER52IP 1"336468.899796598.750 IP 1" IR 5/8""MAG NAIL COORDINATE TABLEPOINT 399400TLE401TLE402TLE403PRW404405PRW406PRW407408 Y COORDS 336574.813336533.962336572.814336607.002336618.776336599.928336596.362336587.630336593.550336548.745 X COORDS 796958.315796753.721796745.964796804.687796863.520796863.613796863.631796819.996796831.745796827.760456TLE457TLE458TLE459336562.386336530.675336504.057336504.114796896.075796902.407796902.095796897.096TLE460336528.595796892.183 CSM 3263 LOT 1CSM 2973DOC 379822LOT 1CSM 2184DOC. 238417 IP48 28 400 408 P.L. P.L. PRW407PRW406TLE401 TLE402TLE403PRW404405FEE FOR SIDEWALK135 SQ. FT. TLE FOR SLOPING1845 SQ. FT. STA: 718+46.00 STA: 717+70.50 IP49P.L. P.L. TLE457 TLE458TLE459 TLE460 456 TLE FOR PAVING197 SQ. FT.29 STA: 719+15.66 504505IP50 IP47 IP45 IP44 IP48 IP35 IP29IP28IP27IP34IP49IP50IP51IP52 HWYSTH 50CSM 1294, 2184, 2973, 3263BASIS OF EXISTING R/WWIDTHVARIES66'1978VARIESDATECSM 1294PELLERVARIES1999CSM 3263N EDWARDS20'LAKE GENEVA GOLF HILLSEAST DR1947 TR312N 18E TR302N18ETR312N18E FOUND WALWORTHCTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=337998.248X=797403.299 TLE397TLE398 IP53371387 MATCH LINE SEE SHEET 4.13 STA. 711+02.03 1/4 LINE 1/16TH LINE 1/4 LINE 1/16TH LINE 1/16TH LINE 399 27282934354547 53 371387TLE397TLE398336403.076336440.898796098.197796098.267336524.519336500.030796380.929796385.962IR WISDOT CAPIR WISDOT CAP336538.814797395.557336554.545797402.179336559.576797613.598336803.773797616.991336775.494796622.012336529.646796530.246IP 1"IP 1" 336423.557796375.633IR 5/8" IR 5/8" IR 5/8" CURVE 5PI STA = 720+79.20Y = 336594.407X = 797056.450DELTA = 5°17'34" RTD = 2°38'47"T = 100.07'L = 200.00'R = 2165.06'PC STA = 719+79.13Y = 336574.813X = 796958.316PT STA = 721+79.13Y = 336604.866X = 797155.973 DETAIL 4.16.01DETAIL 4.16.02 4.16.02 4.16.01 SHEET 4.17 STH 50 STA: 714+32.44 LOCKWOOD BLVD STA: 10+00 STH 50 STA: 719+32.44 EAST DR STA: 30+00 STH 50 STA: 723+49.13 N EDWARDS BLVD STA: 20+00 STH 50 STA: 723+61.68STH 120 STA: 337+79.72456400408 AT&T WISCONSINNO RECORD OF EASEMENTPARCEL 29504LAKE GENEVA UTILITY COMMISION-SEWERNO RECORD OF EASEMENTPARCEL 29505 0 20 0 20 SIGN EXC.FROM TLE WINDSTREAMNO RECORD OF EASEMENTPARCEL 28510 510LOT 2CSM 1294 Page 64 of 105 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC ZA 326300001GNI OF LAKE GENEVA LLC 338 722 724 726 FOFOG FO FO FOEFO WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.17SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________4020LAYOUT NAME - 4.17 20 DETAIL 4 GN SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18SW 1/4 OF THE NE 1/4 OF SECTION 31-2-18 1/16TH LINE1/16TH LINE TR312N 18E TR302N18ETR312N18E FOUND WALWORTHCTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=337998.248X=797403.299 PT: 721+79.13PI: 720+79.20 PI STA = 720+79.20Y = 336594.407X = 797056.450DELTA = 5°17'34" RTD = 2°38'47"T = 100.07'L = 200.00'R = 2165.06'PC STA = 719+79.13Y = 336574.813X = 796958.316PT STA = 721+79.13Y = 336604.866X = 797155.973 PI: 723+65.19 PI: 725+87.27 N84°00'04"E 186.06' N74°44'27"E 222.08' N73°30'43"E 657.69' IP34 IP27IP28 IP29 FOUND MONUMENT TABLEPOINT272829IR 3/4" WISDOT CAPIR 5/8" Y COORDS336538.814336554.545336559.576 X COORDS797395.557797402.179797613.598DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER34IP 1"336531.532797127.832IR 3/4" WISDOT CAP N00°05'11"W 1356.39' 412413 417 418 422425 410411 414 Y=336624.310X=797341.010 Y=336682.760X=797555.270 COORDINATE TABLEPOINT410411412413414PRW415PRW416417418PRW421422PRW423PRW424425TLE426TLE427TLE428PRW429 Y COORDS336641.859336639.269336634.923336611.774336753.404336782.710336757.660336542.523336506.702336542.054336554.586336554.722336532.132336538.881336555.414336550.927336534.055336512.876 X COORDS797405.343797395.848797379.917797221.724797364.712797362.880797394.065797229.002797276.520797224.641797401.834797407.317797397.791797395.210797435.206797418.596797400.978797395.251 PRW419336502.941797276.526 430 430336624.310797341.014 30 PYLON SIGN ESMTDOC 685617 UTILITY ESMTDOC 116423ELECTRIC/SPECTRUM ESMTDOC 526956 3132 FEE FOR SIDEWALK434 SQ. FT. TLE FOR SLOPING121 SQ. FT.FEE FOR SIDEWALK113 SQ. FT.FEE FOR SIDEWALK187 SQ. FT. PRW421 PRW419 PRW415 PRW416 TLE428PRW424 TLE427TLE426PRW429 PRW423 504 504 WE ENERGIES - GASDOC. NO RECORD OF EASEMENTPARCEL 32501AT&T WISCONSINNO RECORD OF EASEMENT-PARCEL 30,31,32504 504501 1/4 LINE FENCE AND WALLEXC. FROM TLE POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FORAN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNITOF THE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: SPECTRUMDOC. 526956PARCEL 32NO RECORD OF EASEMENT PARCEL - 31507LAKE GENEVA UTILITY COMMISSION-WATERDOC. 116423PARCEL 32506 507 507500 ALLIANT ENERGY - ELECNO RECORD OF EASEMENT PARCEL - 31DOC. 526956 - PARCEL 32500 500 Page 65 of 105 ComoCr. LakeGeneva 120 BIG FOOTBEACHBloomfield 328 330L. Como1250 R/W PROJECT NUMBER PLOT NAME : C:\USERS\STEVE\DOCUMENTS\2022 PROJECTS\BLOOM STH 50 3170-09-0070\CLIENT CORRESPONDENCE\FW_ 3170-09-70_71 STH 50\PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:48 AMPLOT DATE :PLOT BY :STEVE FEDERAL PROJECT NUMBERSHEETNUMBERTOTALSHEETSPLAT OF RIGHT OF WAY REQUIRED FOR REVISION DATELAYOUTSCALE0TOTAL NET LENGTH OF CENTERLINE = CONSTRUCTION PROJECT NUMBER 3170-09-20 W MAIN ST (CITY OF LAKE GENEVA)FOREST ST TO GRAND GENEVA WAYSTH 50 WALWORTH 4.01 1.0 MILE2.306 MI 3170-09-70/71 THIS PLAT IS A GRAPHIC REPRESENTATION AND IS FORREFERENCE PURPOSES ONLY. DEEDS MUST BE CHECKED TODETERMINE PROPERTY BOUNDARIES AND ACCESS RIGHTS. ACCESS RESTRICTED BY ACQUISITIONNO ACCESS (BY STATUTORY AUTHORITY)ACCESS RESTRICTED (BY PREVIOUS PROJECT OR CONTROL) BRIDGEPARCEL NUMBERUTILITY NUMBER25 40 SIXTEENTH CORNER MONUMENT 18923242625 #1-25 NW TEMPORARY LIMITED EASEMENT AREA LOT, TIE & OTHER MINOR LINESGEODETIC SURVEY MONUMENT SECTIONCORNERSYMBOL TO BE REMOVED SECTIONCORNERMONUMENT (TO BE SET)(1-INCH UNLESS NOTED) SLOPE INTERCEPT CONVENTIONAL SYMBOLS W SECTION LINEQUARTER LINESIXTEENTH LINENEW REFERENCE LINENEW R/W LINE CORPORATE LIMITSUNDERGROUND FACILITYNEW R/W (FEE OR HE)(HATCHING VARIES BY OWNER)(COMMUNICATIONS, ELECTRIC, ETC) EXISTING R/W OR HE LINEPROPERTY LINE R/W MONUMENTTR NON-MONUMENTED R/W POINTFOUND IRON PINIP (TYPE) P.L.SIGNOFF-PREMISESIGNSIGN SIGN EASEMENT AREA (PERMANENT LIMITED OR RESTRICTED DEVELOPMENT)BUILDINGTRANSMISSION STRUCTURES ELECTRIC POLETELEPHONE POLEPEDESTAL (LABEL TYPE) (TV, TEL, ELEC, ETC.)COMPENSABLE NON-COMPENSABLE PARALLEL OFFSETSNO ACCESS (NEW HIGHWAY)CULVERT WGTOHETVFOSANSS CONVENTIONAL UTILITY SYMBOLSWATERGASTELEPHONEOVERHEAD TRANSMISSION LINESELECTRICCABLE TELEVISIONFIBER OPTICSANITARY SEWERSTORM SEWERELECTRIC TOWERACCESS RIGHTSARACRESACAHEADAHALUMINUMALUMAND OTHERSET ALBACKBKBLOCKBLKCENTERLINEC/LCERTIFIED SURVEY MAPCSMCONCRETECONCCOUNTYCOCOUNTY TRUNK HIGHWAYCTHDISTANCEDISTCORNERCORDOCUMENT NUMBERDOCEASEMENT EASEEXISTINGEXGAS VALVEGVGRID NORTHGNHIGHWAY EASEMENTHEIDENTIFICATIONIDLAND CONTRACTLCLEFTLTMONUMENTMONNATIONAL GEODETIC SURVEYNGSNUMBERNOOUTLOTOLPAGEPPOINT OF TANGENCYPTPERMANENT LIMITED PLE EASEMENTPOINT OF BEGINNINGPOBPOINT OF CURVATUREPC POINT OF COMPOUND CURVEPCCPOINT OF INTERSECTIONPIPROPERTY LINEPLRECORDED AS(100')REEL / IMAGER/IREFERENCE LINER/LREMAININGREMRESTRICTIVE DEVELOPMENTRDE EASEMENTRIGHTRTRIGHT OF WAYR/WSECTIONSECSEPTIC VENTSEPVSQUARE FEETSFSTATE TRUNK HIGHWAYSTHSTATIONSTATELEPHONE PEDESTALTPTEMPORARY LIMITED TLE EASEMENTTRANSPORTATION PROJECT PLATTPPUNITED STATES HIGHWAYUSHVOLUMEV CONVENTIONAL ABBREVIATIONS CURVE DATA ABBREVIATIONS/DELTALONG CHORDLCHLONG CHORD BEARINGLCBRADIUSRDEGREE OF CURVEDCENTRAL ANGLELENGTH OF CURVELTANGENTTDIRECTION AHEADDADIRECTION BACKDB POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCELINES.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.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE INPARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROLARE LISTED ON THE DETAIL PAGES. NOTES: COUNTY, NAD83 ( ) IN US SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES,WALWORTH 2011 WAUKESHA, SOUTHEAST REGION. END PROJECT ID 3170-09-20STA 750+73.56BEGIN PROJECT ID 3170-09-20STA 620+31.95Y: 335602.80X: 787142.27 R-17-ER-18-ER-18-ER-17-E STATE PROJECT NUMBER C LAKE GENEVA, W MAIN STFOREST ST TO GRAND GENEVA WAYSTH 50WALWORTH COUNTY3170-09-20 © 2018 TERRATEC ENGINEERING, LLC.CEDARBURG, WI 53012Tel.: 262.377.9905 - Fax: 262.375.1958W67 N222 EVERGREEN BLVD., STE. 205TERRATECENGINEERING,LLC.ORIGINAL PLANS PREPARED BY (DATE)STEVEN M. ARNOLDTERRATEC ENG.PLS NO 316808/27/2025 APPROVED FOR THE CITY OF LAKE GENEVADATE:SIGNED CITY ENGINEER(SIGNATURE)DATE:SIGNED CITY CLERK (SIGNATURE) CITY OFLAKE GENEVA Page 66 of 105 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:48 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.02SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________LAYOUT NAME - 4.02 Page 67 of 105 2022 30 31 612614616618620622624626628630632634636638640642644 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.03SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.03 1 2 4 BEGIN PROJECTSTA 620+31.95Y: 335602.80X: 787142.27 35 GN 3 Page 68 of 105 642644646648650652654656658660662664666668670672674 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.04SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.04 5 7 10 36 GN 6 8 9 11 Page 69 of 105 386039 670672674676678680682684686688690692694696698700 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.05SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.05 13 21 22 36 GN T2N R18ET2N R17E 15 16 1718 1920 23 2425 Page 70 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR ZA 129400002EVERGREEN BP LLC1049448 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC 526956 685617 PYLON SIGNEASE 221750635628 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942 386039 369361 ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZA 326300001GNI OF LAKE GENEVA LLC ZOP 00385CATHOLIC CHURCH NGH 00013CHRISTOPER A CRUM 325 330 335338 698700702704706708710712714716718720722724726728 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.06SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.06 27 28 30 31 GN 23 26 29 3132 Page 71 of 105 ZLM 00074BRUCE/JOY IRUSSI TRUST1/16TH LINE 20 22 30 31 618620622624626628630632 TENR 1/4 LINE ZLM 00074BRUCE/JOY IRUSSI TRUST 30 628N70°02'45"E 1031.59'5'35' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.07SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.07 50 SW 1/4 OF THE NE 1/4 OF SECTION 35-2-17 14 CURVE 1PI STA = 625+07.06Y = 335629.101X = 787616.653DELTA = 16°46'51" LTD = 4°39'41"T = 181.30'L = 360.00'R = 1229.16'PC STA = 623+25.76Y = 335619.065X = 787435.633PT STA = 626+85.76Y = 335690.972X = 787787.067 PT: 626+85.76 COORDINATE TABLEPOINTTLE251TLE252TLE253TLE254255256 Y COORDS335719.197335714.496335726.394335731.095335748.770335827.364 X COORDS787956.999787958.703787991.619787989.915787946.263788162.734 FOUND MONUMENT TABLEPOINT 979899199200 IP 1"IP 1"IP 1"IP 1"IP 1" Y COORDS 335785.687335742.522335689.623335807.688335835.240 X COORDS 787947.069788021.488787875.188788201.840788278.811 DESCRIPTIONPOSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUESSHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESMAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS),UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THEPROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULARTO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD.THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELDSURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCEAND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: N70°02'45"E 1031.59' GN SE 1/4 OF THE NE 1/4 OF SECTION 35-2-17 CURVE 1 FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNERHWYSTH 50PLAT OF LAKE GENEVA MANOR SUBBASIS OF EXISTING R/WWIDTH66'60'19261926DATEPLAT OF LAKE GENEVA MANOR SUBLAKEVIEW TLE FOR SLOPING175 SQ. FT. MATCH LINE SEE SHEET 4.08 STA. 630+85.42 1 TLE251TLE252TLE253TLE254255 IP99 IP97 IP98 256N00°39'14"E 353.67'PC: 623+25.76 255 N70°02'45"E 1031.59' BEGIN PROJECTSTA 620+31.95Y: 335602.80X: 787142.27 1/4 LINE 33' 33' 33'33' N86°49'36"E 293.81' WALL EXC.FROM TLE STH 50 STA: 628+32.44 SKY LN STA: 30+00 TR352N 7E FOUND WALWORTH CTY BRASS CAPY=335501.325X=786885.854 TRTR35362N17E2N17E FOUND BRASS CAP ATW. MEANDER CORNERY=335457.020X=788928.194 IP200IP199IP198 IP97 IP98 IP99 IP100 IP96 IP94IP95IP89 IP90 IP91IP92 IP93 93949596 100 IP 1"IP 1"IP 1"IP 1" IP 1" 335696.571335703.005335707.297335727.796 335628.042 787577.867787732.372787730.984787728.693 787800.201 8990 198 9192IP 2"IP 1" IP 1" IP 3/4"IP 1"335679.337335683.918 335861.476 335682.967335690.364787326.695787408.655 788154.907 787491.928787494.319 P.L.P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L.P.L. P.L. P.L. P.L.P.L.P.L.P.L. PI: 625+07.06 DETAIL 4.07.01 4.07.01 STH 50 STA: 627+18.67 LAKEVIEW DR STA: 22+50 STH 50 STA: 620+71.58 PEARSON DR STA: 10+00 0 4020 Page 72 of 105 WILLIAM Z. PETROPOULOS 640 634 5' ZLKC 00001WILLIAM Z. PETROPOULOS 1/16TH LINE 630632634636638640642644 N70°02'45"E 1031.59' N79°16'26"E 408.88' FOUND WALWORTH CTY BRASS CAPY=335501.325X=786885.854 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.08SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.08 50 4 COORDINATE TABLEPOINT257TLE258TLE259TLE260TLE261 256Y COORDS335903.610335873.441335868.725335907.822335912.538 335827.364X COORDS788372.743788383.696788385.358788493.512788491.850 788162.734 1/16TH LINE SW 1/4 OF THE NE 1/4 OF SECTION 35-2-173 GN SE1/4 OF THE NE 1/4 OF SECTION 35-2-17 33' TLE445TLE446335887.424335892.140788437.084788435.422447335942.856788480.841 2MATCH LINE SEE SHEET 4.07 STA. 630+85.42 MATCH LINE SEE SHEET 4.09 STA. 644+25.42 CURVE 2 CURVE 3 CURVE 2PI STA = 638+07.74Y = 336073.868X = 788841.689DELTA = 9°13'41" RTD = 5°06'57"T = 90.39'L = 180.39'R = 1120.00'PC STA = 637+17.35Y = 336043.021X = 788756.726PT STA = 638+97.74Y = 336090.691X = 788930.500 CURVE 3PI STA = 644+63.68Y = 336196.018X = 789486.547DELTA = 11°00'25" RTD = 3°30'54"T = 157.05'L = 313.14'R = 1630.00'PC STA = 643+06.62Y = 336166.789X = 789332.239PT STA = 646+19.76Y = 336195.248X = 789643.598 4 TRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT W. MEANDER CORNERY=335457.020X=788928.194TR352N 7E POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRIDBEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-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 THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEWREFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVEDFROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESSCONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: 262263TLE264TLE265336109.722336110.818336142.024336146.145789030.971789036.756789030.845789026.014 FOUND MONUMENT TABLEPOINT192193 208209 IP 1"IP 1" IR 5/8"IP 1" Y COORDS336151.914336141.146 336068.529336074.945 X COORDS789086.236789025.923 788982.115789015.514 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER HWYSTH 50PLAT OF LAKE GENEVA MANOR SUBBASIS OF EXISTING R/WWIDTHVARIES60'20071926DATELAKEHOUSE CONDOMINIUM PLATELMWOOD 257 TLE258TLE259 TLE260TLE261IP201 IP202P.L. P.L. ZLM 00068HELEN/JOHN HACKETTZLM 00069CHARLES/JILL LORENZI TLE446TLE445 447 TLE FOR SLOPING275 SQ. FT.32 256N00°39'14"E 353.67' P.L. P.L.P.L. 33' 1/4 LINE 1/4 LINE TLE FOR SLOPING300 SQ. FT. ZLKC 00001WILLIAM Z PETROPOULIS4 262263 TLE264TLE265IP193TLE FOR SLOPING12 SQ. FT.IP199IP200IP198 IP201IP202 IP203 IP197 IP196IP195 IP207 IP194 IP208IP209 IP216IP193IP192 IP191 IP217 IP218 IP190 P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L.P.L.P.L.P.L. P.L. P.L.P.L.P.L. P.L.P.L.P.L.P.L.P.L. P.L. PI: 638+07.74 PI: 644+63.68 PC: 637+17.35PT: 638+97.74 PC: 643+06.62 195196197198IP 1"IP 1.5"IP 1"IP 1"336091.308336063.986336012.440335861.476788787.706788712.412788563.884788154.907 190191194 207 IR 5/8"IP 1"IR 5/8" IP 1" 336203.878336172.753336124.341 336047.078 789357.036789198.582788931.357 788889.205216217218IP 1"IP 1"IP 1"336094.546336122.380336133.111789127.128789313.934789405.082 TRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT N. MEANDER CORNERY=335788.565X=789439.946 201202203 199200MAG NAILIP 1"IP 1.5" IP 1"IP 1"335891.557335911.838335944.958 335807.688335835.240788433.795788490.524788580.535 788201.840788278.811 DETAIL 4.08.01DETAIL 4.08.02 4.08.02 4.08.01 STH 50 STA: 639+62.24ELMWOOD AV STA: 10+00 257447 263 0 4020 0 2010 LIGHT POLE ANDBUILDING EXC. FROM TLEFENCE EXC.FROM TLE Page 73 of 105 ZOP 00232AJANELLE M POWERS ZOP 002191131 W MAIN ST ZOP 00222DAVID/DEBRA MONEY TRUSTZOP 002291031 W MAIN ST LLC ZOP 00238JAMES MERCURIO 644646648650652654656658S89°16'53"E 769.69'S89°25'40"E 359.98'S89°43'08"E 267.62' S89°16'53"E 769.69' ZOP 00222DAVID/DEBRA MONEY TRUSTZOP 002291031 W MAIN ST LLC 652 654 5' 4' ZOP 00232AJANELLE M POWERSZOP 00238JAMES MERCURIO 6583'1' 3' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.09SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.09 50 4 5 6 7 8 CURVE 3PI STA = 644+63.68Y = 336196.018X = 789486.547DELTA = 11°00'25" RTD = 3°30'54"T = 157.05'L = 313.14'R = 1630.00'PC STA = 643+06.62Y = 336166.789X = 789332.239PT STA = 646+19.76Y = 336195.248X = 789643.598 CURVE 3MATCH LINE SEE SHEET 4.08 STA. 644+25.42MATCH LINE SEE SHEET 4.10 STA. 657+77.04PT: 646+19.76PI: 648+87.38Y=336193.935X=789911.212PI: 652+47.36Y=336190.339X=790271.173PI: 644+63.68 GN HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTHVARIES80'18401840DATEORIGINAL PLAT OF GENEVAWARREN 5 266 TLE267TLE268TLE269TLE270TLE271 272 TLE273TLE274TLE275TLE276 277 IP105 IP106 PI: 652+47.36P.L. P.L. P.L. P.L.TLE FOR SLOPING133 SQ. FT.TLE FOR SLOPING110 SQ. FT.6 IP110P.L. P.L. 279 TLE280TLE281TLE282 283 PRW284PRW285TLE286TLE287TLE288PRW289PRW290PRW291292278S89°16'53"E 769.69' PI-PI FEE FOR SIDEWALK48 SQ. FT.TLE FOR SLOPING36 SQ. FT. TLE FOR SLOPING90 SQ. FT.8 P.L. P.L. P.L. 7 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCESYSTEM COORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN USSURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, ANDGRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24"IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TOTHE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETEROF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEYSYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTEDARE DRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS ANDDOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY,AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELDSURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OF TRANSPORTATIONOFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALLAREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTSOF REFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAYPLAT DETAILS / DETAIL PAGES. NOTES: FOUND MONUMENT TABLEPOINT 106104105IR 5/8"IP 1"IR 5/8" Y COORDS 336226.208336228.720336227.939 X COORDS 790342.279790143.865790263.696 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER COORDINATE TABLEPOINT266TLE267TLE268TLE269TLE270TLE271272TLE273TLE274TLE275TLE276277 Y COORDS336190.626336228.049336232.049336231.959336242.890336227.892336189.442336226.346336231.345336231.075336226.075336190.339 X COORDS790242.473790242.715790242.745790254.744790263.879790263.695790342.697790343.160790343.222790365.220790365.159790271.173109110111IR 5/8"IP 1"IR 5/8"336223.214336221.918336219.911790613.138790703.137790843.163 COORDINATE TABLEPOINT 278279 TLE280TLE281TLE282283PRW284PRW285TLE286TLE287TLE288PRW289PRW290PRW291292 Y COORDS 336183.697336184.928 336224.917336225.065336222.065336183.548336220.327336221.327336223.327336223.730336239.729336239.758336239.771336221.760336220.775 X COORDS 790800.814790702.673 790703.173790691.174790691.137790812.712790813.173790813.188790813.212790786.215790786.411790784.411790783.411790784.191790783.179 IP111IP110IP109IP108IP107IP106IP105IP104IP103IP102IP101 80'1840ORIGINAL PLAT OF GENEVAMADISONTRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT N. MEANDER CORNERY=335788.565X=789439.946 TTRTRRTR262535362N17E2N17E2N17E2N17EFOUND BRASS CAPY=338072.082X=789495.985 1/16TH LINE1/4 LINE 103102101 107108 IP 1"336228.909790084.221IP 1"336229.938789994.117IP IR336230.604789903.993 IP IR336225.022790460.781IP IR336224.004790537.003 277 278 1/16TH LINE DETAIL 4.09.01DETAIL 4.09.02 4.09.01 4.09.02 STH 50 STA: 648+39.50 MAXWELL ST STA: 10+00 STH 50 STA: 652+80.03 WAREN ST STA: 10+00 STH 50 STA: 657+19.83 MADISON ST STA: 10+00 0 4020 0 4020 Page 74 of 105 ZOP 00232AJANELLE M POWERSZOP 00238JAMES MERCURIO ZOP 00243AJEFFREY M ANDBEVERLY LEONARDTRUST ZOP 00253 ZOP 00337870 W MAIN ST ZOP 00256214 BROAD ST ZOP 00326156 12 BROAD ST ZOP 00267221 BROAD ST 3031 ZOP 00285GENEVA CENTERLLC ZOP 00303UNITED STATES OFAMERICA ZA276000001VENTURE INVESTMENTPARTNERS 658660662664666668670672 TENR S88°59'41"E 1445.64'S89°16'53"E 769.69'S81°43'51"E 97.25'S89°04'39"E 441.16' 2' S81°43'51"E 97.25' PARTNERS 670 4' ZOP 00285GENEVA CENTERLLC 3' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.10SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.10 50 4 10 119MATCH LINE SEE SHEET 4.09 STA. 657+77.04PI: 660+17.05Y=336180.687X=791040.800PI: 661+14.30Y=336166.699X=791137.043PI: 665+55.46Y=336159.596X=791578.144 GN 114115IR 5/8"IR 5/8"336217.100336216.391791023.274791083.146 462463464TLE465TLE466TLE467 336166.699336166.614336215.402336215.432336232.431336232.401 791137.043791142.352791143.137791141.138791141.346791143.346 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCESYSTEM COORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN USSURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, ANDGRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OFTHE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OROTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED AREDRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTSOF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTINGPROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNINGUNIT OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE INWAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES. NOTES: 462463PI: 661+14.30 TLE FOR SIDEWALK34 SQ. FT.464TLE465TLE466TLE4679 P.L. P.L. P.L. IP115 IP115IP114IP113IP112 IP140IP134IP133IP132IP131IP130IP128IP126 IP162 IP159IP158IP157IP155 FOUND MONUMENT TABLEPOINT 132133134140155 CROSS NOTCHIR 5/8" Y COORDS 336203.445336202.881336202.654336212.757336102.960 X COORDS 791932.444791953.770791976.740792124.165791962.973 DESCRIPTION 157158 336103.363336103.826791943.005791923.462FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER COORDINATE TABLEPOINT293294TLE295TLE296TLE297298299PRW300PRW301PRW302303304TLE305TLE306TLE307 Y COORDS336149.533336149.678336099.921336081.489336100.234336150.024336199.494336202.494336202.236336199.236336151.428336201.530336213.529336213.594336201.595 X COORDS792151.654792143.396792142.523792123.076792123.305792123.649792124.521792124.558792143.556792143.520792043.661792044.540792044.687792040.688792040.541 CROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCH 10 P.L. 303 304TLE305TLE306TLE307TLE FOR SIDEWALK48 SQ. FT. P.L. P.L. IP140 293294298 PRW302PRW301PRW300299FEE FOR SIDEWALK57 SQ. FT. 11IP134 P.L. P.L. P.L. N00°10'55"E 724.67' MATCH LINE SEE SHEET 4.11 STA. 671+29.06 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'80'18401840DATEORIGINAL PLAT OF GENEVACENTER80'1840ORIGINAL PLAT OF GENEVACOOK TR362N 17E FOUND WALWORTHCTY BRASS CAPY=335424.870X=792149.350 FOUND WALWORTH CTY BRASS CAPY=338051.690X=792157.700TR252N17ETR362N17E 1/16TH LINE 1/4 LINE 112113126128130131 159162 293462 1/4 LINE IR 5/8"336219.016790903.171336218.022790963.276336206.812791725.769336206.017791758.08336204.923791846.23336204.331791869.134 336104.669791844.448336107.387791677.598CROSS NOTCHMAG NAIL CROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCHIP 1" DETAIL 4.10.01 4.10.01 DETAIL 4.10.02DETAIL 4.10.03 4.10.024.10.03 STH 50 STA: 661+46.82COOK ST STA: 50+00STH 50 STA: 666+09.81BROAD ST STA: 20+00 STH 50 STA: 670+59.47CENTER ST STA: 30+00 0 4020 0 4020 0 4020 BLDG EXC.FROM TLE Page 75 of 105 ZOP 00285GENEVA CENTERLLC ZOP 00303UNITED STATES OFAMERICA ZOP 00291KOCOUREK PROPERTYHOLDINGS LLC ZOP 00004CITY OF LAKE GENEVAZCM 00001SHANE S PIASECKI ZOP 00375JP'S NEVADA, LLC ZA276000001VENTURE INVESTMENTPARTNERS ZA312100001CITY OF LAKE GENEVA ZA246700002CITY OF LAKE GENEVACSM 2467 ZOP 00300GENEVA LAKE LEVEL CORPORATION 670672674676678680682684 TENR S88°59'41"E 1445.64' S89°38'34"E 1481.05'W SIGN ZOP 00291KOCOUREK PROPERTYHOLDINGS LLC S88°59'41"E 1445.64' 5' 3' ZA246700002CITY OF LAKE GENEVACSM 2467 676 10' G G ZOP 00375JP'S NEVADA, LLC 680 3' SIGN ZOP 00004CITY OF LAKE GENEVA 6845' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.11SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________50LAYOUT NAME - 4.11 50 4 GN PI: 680+01.10Y=336134.233X=793023.565MATCH LINE SEE SHEET 4.10 STA. 671+29.06 MATCH LINE SEE SHEET 4.12 STA. 684+47.9013 15 16 17 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATEREFERENCE SYSTEM COORDINATES (WISCRS), WALWORTH COUNTY,NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESMAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACEDPRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THEPERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLICLAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONGAND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEINGIMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDEDMAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE ATRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TOALL AREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAYPOINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: COORDINATE TABLEPOINT308TLE309TLE310TLE311TLE312TLE313 Y COORDS336143.166336194.197336199.196336198.966336205.166336203.270 X COORDS792514.525792515.420792515.488792532.487792537.542792539.867 431TLE432TLE433TLE434TLE436 336140.333336093.060336073.206336067.844336093.166 792675.967792675.138792687.751792679.310792663.223 314336193.968792532.283 FOUND MONUMENT TABLEPOINT828384IP 1"IP 1"IP 1" Y COORDS336082.796336082.770336082.663 X COORDS793402.995793352.964793313.131DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER ALLIANT ENERGYNO RECORD OF EASEMENTPARCEL 17500 IP143 IP144 IP145 IP84IP83IP82 13 308 TLE309TLE310TLE311TLE312TLE313 314 P.L. STA: 674+91.98 TLE FOR SIDEWALK,SLOPING115 SQ. FT.P.L.P.L. P.L. P.L.TLE434 431STA: 676+53.45 TLE FOR SLOPING268 SQ. FT.TLE436TLE433TLE432 15 501P.L. 100 PI: 680+01.10 16 TLE321TLE322TLE323TLE325TLE326TLE327TLE328 320 P.L. Y=336134.230X=793023.570 TLE FOR SLOPING787 SQ. FT. P.L. P.L. TLE333TLE332TLE331TLE330 319329 P.L.500 STA: 684+47.90 TLE FOR SLOPING125 SQ. FT.17 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'47'18401840DATEORIGINAL PLAT OF GENEVAMILL 66'1994CSM 2467S LAKE SHOREVARIESORIGINAL PLAT OF GENEVAN WELLS66'1840ORIGINAL PLAT OF GENEVACOUNTRY CLUB TR362N 17E TR252N17ETR362N17E FOUND WALWORTHCTY BRASS CAPY=335424.870X=792149.350 FOUND WALWORTHCTY BRASS CAPY=338051.690X=792157.700 1/4 LINE 1/16TH LINEIP81 319320TLE321TLE322TLE323TLE325TLE326TLE327TLE328329TLE330TLE331TLE332TLE333 336131.448336133.592336086.653336083.653336086.026336060.698336060.885336078.117336089.383336131.727336182.554336187.555336187.766336182.766 793470.358793126.469793126.176793126.114793012.715792995.761792987.763792988.167792995.708793425.509793425.826793425.755793400.756793400.714 1/16TH LINE 319 143144145IP 1"IP 1"MAG NAIL336196.619792294.204336194.097792433.734336095.38792396.229 DETAIL 4.11.01 DETAIL 4.11.02 DETAIL 4.11.03 DETAIL 4.11.04 4.11.03 4.11.04 4.11.01 4.11.02 STH 50 STA: 674+89.87 MILL ST STA: 10+00 STH 50 STA: 676+57.79 S LAKE SHORE DR STA: 10+00STH 50 STA: 677+58.59N WELLS ST STA: 10+00 STH 50 STA: 684+36.25COUNTRY CLUB DR STA: 10+00 314 308 431 320 0 20 0 20 0 20 0 20 WE ENERGIES - GASDOC. NO RECORD OF EASEMENTPARCEL 15501 SIGN EXC.FROM TLE Page 76 of 105 ZOP 00004CITY OF LAKE GENEVAZCM 00001SHANE S PIASECKI Z0P 00002EYOUNGQUIST-NADING LLC ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR 386039Z0P 00002FWALWORTHAPARTMENTS LLC ZPI 00007JUNE JOHNSON TRUST ZYUP 00131CITY OF LAKE GENEVA ZOP 00385CATHOLIC CHURCHZA 85600002PATRICIA I MOTT 684686688690692694696698S89°38'34"E 1481.05' N78°42'30"E 2108.68'FO FOSIGNW MHSIGN ZCM 00001SHANE S PIASECKI 5'W 4' 692 5'SIGN JUNE JOHNSON TRUST ZA 85600002PATRICIA I MOTT 692 6' 5' ZOP 00385CATHOLIC CHURCH WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.12SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.12 50 4 GN 18 1920 21 25 22 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4 MATCH LINE SEE SHEET 4.11 STA. 684+47.90 MATCH LINE SEE SHEET 4.13 STA. 697+67.71PI: 696+76.97PT: 698+70.45PC: 694+82.15 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRIDBEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-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 THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEWREFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVEDFROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESSCONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: TLE337TLE338TLE336TLE335 334 P.L. P.L.TLE FOR SLOPING425 SQ. FT.18 319 COORDINATE TABLEPOINT334TLE335TLE336TLE337TLE338 Y COORDS336131.316336181.282336186.282336186.999336181.998 X COORDS793491.488793576.694793576.736793491.740793491.804 FOUND MONUMENT TABLEPOINT7172747576 IP 1"IP 1"IP 1"IP 1"IP 1" Y COORDS336076.682336193.586336076.721336077.871336078.754 X COORDS794293.935794189.677794188.508794075.388793999.652 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER 339340TLE341TLE342TLE343TLE344TLE345TLE346347TLE348TLE349TLE350TLE351352 336124.999336126.723336075.789336060.123336060.165336069.831336070.109336076.109336126.966336176.117336181.116336180.863336175.864336127.342 794504.585794228.158794227.840794227.758794222.759794222.809794189.810794189.842794189.062794189.369794189.411794219.410794219.368794128.844 19TLE355TLE356TLE354TLE353 352 TLE FOR SLOPING62 SQ. FT.IP72TLE349TLE348TLE350TLE351 347340 TLE FOR SLOPING150 SQ. FT.20 IP74 347340 TLE341TLE342TLE343TLE344TLE345TLE346P.L. P.L.P.L. P.L.TLE FOR SLOPING276 SQ. FT.21 IP80 IP79 IP78 IP77 IP76 IP75 IP74 IP72 IP71 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'60'18401840DATEORIGINAL PLAT OF GENEVAHAVENWOOD66'1840ORIGINAL PLAT OF GENEVAEAST 63'ORIGINAL PLAT OF GENEVAN CURTIS1840 TRTR36312N17E2N18E FOUNDWALWORTH CTYBRASS CAPY=335405.343X=794785.338 TTRTRRTR253036312N17E2N18E2N17E2N18EFOUNDWALWORTH CTYBRASS CAPY=338039.683X=794799.123 1/16TH LINE 1/4 LINE IP81 8081IP 1"IP 1"336082.736336082.053793554.823793478.990 PI: 696+76.97357 358CURVE 4 437TLE438TLE441TLE440TLE439TLE FOR SLOPING64 SQ. FT.25 777879 TLE353TLE354TLE355TLE356336176.672336180.672336180.801336176.802794129.151794129.185794113.611794113.577357358336144.532336116.945794789.206794789.061 437TLE438TLE439TLE440TLE441 336071.157336071.318336063.314336063.382336071.386 794788.822794758.064794758.024794750.022794750.062 357339319 1/16TH LINEIR 5/8"IR 5/8"IP 1"336080.211793848.083336082.603793783.05336079.577793661.896 PRW364TLE365 369362PLE363PLE442PLE443TLE366TLE367TLE368 DETAIL 4.12.01DETAIL 4.12.02DETAIL 4.12.03 DETAIL 4.12.04DETAIL 4.12.05 4.12.01 4.12.02 4.12.05 4.12.034.12.04 1/4 LINE STH 50 STA: 687+96.11 WEST ST STA: 10+00 STH 50 STA: 691+33.33 HAVENWOOD DR STA: 10+00 STH 50 STA: 692+34.44 EAST ST STA: 10+00 STH 50 STA: 697+67.71 N CURTIS ST STA: 10+00 319336131.448793470.358 362PLE363PRW364TLE365TLE366TLE367TLE368369 336171.058336171.654336182.300336212.745336187.108336188.335336173.335336171.866 794789.344794718.683794789.403794789.563794664.832794519.391794519.265794789.352 PLE442PLE443336172.654336172.569794718.691794728.812 352347340 1/4 LINE TLE FOR SLOPING5333 SQ. FT.PLE FOR SIDEWALK381 SQ. FT. 0 20 0 20 0 20 0 200 20 WALL EXC.FROM TLE SIGN EXC.FROM TLE SIGN EXC.FROM TLE Page 77 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZOP 00385CATHOLIC CHURCH 698700702704706708710712 FO FO G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W MHSIGN W W ZA 78900001W.H.J. PROPERTIES LLC 698 E WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.13SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.13 50 4 GN 23 SW 1/4 OF THE NW 1/4 OF SECTION 31-2-18SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18 1/16TH LINEN00°06'25"E 1016.70' 1/16TH LINE PT: 698+70.45 IP66 IP65 IP64 IP62 IP60 IP57 FOUND MONUMENT TABLEPOINT57606264IP 1"IP 1" Y COORDS336165.043336266.495336207.439336147.792 X COORDS795923.310795582.990795287.895794989.127 DESCRIPTION 65IP 1"336134.446794922.261FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER 371387 66IR 5/8"336116.516794821.637 COORDINATE TABLEPOINT 371387PRW364TLE365PRW370PLE448PLE449PLE450PLE451TLE391TLE392 Y COORDS 336403.076336440.898336182.300336212.745336219.561336331.904336339.958336300.777336292.724336363.048336348.355 X COORDS 796098.197796098.267794789.403794789.563795021.402795369.304795408.485795416.538795377.357795520.826795523.846 P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. N78°42'30"E 2108.68' N78°42'30"E 2108.68' IR 5/8"IR 5/8" GAS ESMTDOC 386039 PRW370PRW364TLE365 PLE448PLE449PLE450PLE451 TLE391TLE392 TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E FOUND WALWORTHCTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTHCTY BRASS CAPY=338039.683X=794799.123 N00°17'59"E 1826.96' TLE FOR SLOPING22634 SQ. FT. TLE FOR SLOPING26463 SQ. FT. AT&T WISCONSINDOC. 221759-PARCEL 24DOC. 221749-PARCEL 26DOC. 221750-PARCEL 27DOC. 635628-PARCEL 27504WE ENERGIES - GASDOC. 369361-PARCEL 23DOC. 386039-PARCEL 23501 501510 2726 24 26 MATCH LINE SEE SHEET 4.12 STA. 697+67.71 MATCH LINE SEE SHEET 4.16 STA. 711+02.03 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4PI: 696+76.97 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETIONOF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: 357358TLE359TLE360TLE361369 336144.532336116.945336116.773336119.375336101.773336171.866 794789.206794789.061794822.058794836.831794821.978794789.352 ALLIANT ENERGY - ELECNO RECORD OF EASEMENTPARCEL 24500 IP66 IP65PT: 698+70.45 P.L.357 358TLE359TLE360TLE361AT&T WI ESMTDOC 221759500 TLE FOR SLOPING111 SQ. FT. 24 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'63'18401840DATEORIGINAL PLAT OF GENEVAN CURTIS40'1947LAKE GENEVA GOLF HILLSWEST DR 1/4 LINE 1/16TH LINE P.L. 1/4 LINE 369357 1/4 LINE DETAIL 4.13.014.13.01 SHEET 4.14 STH 50 STA: 709+06.06 WEST DR STA: 10+00 STH 50 STA: 697+67.71 N CURTIS ST STA: 10+00 2323 PLE FOR DRAINAGE1600 SQ. FT.FEE FOR SIDEWALK1209 SQ. FT. 0 20 WALL EXC.FROM TLEWALL EXC.FROM TLE WALL EXC.FROM TLE 504 WINDSTREAMNO RECORD OF EASEMENTPARCEL 23510 Page 78 of 105 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA 704 706 708N78°42'30"E 2108.68' 12' 40' 12' 20' FO FO FO FO FO FO G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOW WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-70DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.14SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________4020LAYOUT NAME - 4.14 DETAIL 4 GN IP60 IP57 FOUND MONUMENT TABLEPOINT5760IR 5/8"IP 1"Y COORDS336165.043336266.495X COORDS795923.310795582.990DESCRIPTIONFOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. N00°17'59"E 2634.36' 372 379 COORDINATE TABLEPOINT372TLE373TLE374TLE375TLE376TLE377TLE378379PLE380PLE381PLE382PLE383PLE384PLE385 Y COORDS336359.416336324.457336304.056336298.338336306.191336299.007336310.787336307.160336273.589336246.456336245.407336265.817336254.434336234.816 X COORDS795879.529795886.509795886.367795856.917795855.392795818.392795816.105795617.814795624.517795589.704795584.410795584.517795527.095795530.984 386 386336287.719795520.449 23 GAS ESMTDOC 369361 AT&T WI ESMTDOC 221750 AT&T WI ESMTDOC 635628 TR312N 18E TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E FOUND WALWORTH CTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTH CTY BRASS CAPY=338039.683X=794799.123 PLE384 PLE385PLE382PLE381 PLE380PLE383 TLE378TLE377TLE376TLE375TLE374TLE373 P.L.PLE452PLE453PLE454PLE455 P.L. S89°10'17"E 2622.20' PLE452PLE453PLE454336227.414336235.191336223.420795390.781795430.018795432.351PLE455336215.643795393.114 N00°17'59"E 850.69' S89°10'17"E 694.70' S78°47'16"W 55.46' N78°23'07"E 591.86' N00°17'59"E 1826.96' STA: 705+12.88STA: 706+12.17 STA: 708+79.05 26 26 27 27 PLE FOR DRAINAGE480 SQ. FT. PLE FOR DRAINAGE1130 SQ. FT. PLE FOR DRAINAGE461 SQ. FT. TLE FOR SLOPING1093 SQ. FT. 43.51' POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETIONOF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: 1/4 LINE 1/4 LINE AT&T WI ESMTDOC 221749 510 501 Page 79 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR 221750635628 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942 386039 369361 ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZOP 00385CATHOLIC CHURCH 696698700702704706708710712714 FO FO G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W MHSIGN W W WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.15SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________12060LAYOUT NAME - 4.15 60 DETAIL 4 GN 23 SW 1/4 OF THE NW 1/4 OF SECTION 31-2-18SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18 1/16TH LINE 1/16TH LINE1/16TH LINE PT: 698+70.45IP66 IP65IP64 IP62 IP60 IP53 IP57 FOUND MONUMENT TABLEPOINT5357606264IP 1"IP 1" Y COORDS336423.557336165.043336266.495336207.439336147.792 X COORDS796375.633795923.310795582.990795287.895794989.127 DESCRIPTION 65IP 1"336134.446794922.261FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER66IR 5/8"336116.516794821.637 COORDINATE TABLEPOINTTLE365PLE449PLE450TLE391TLE392TLE397TLE398 Y COORDS336212.745336339.958336300.777336363.048336348.355336524.519336500.030 X COORDS794789.563795408.485795416.538795520.826795523.846796380.929796385.962 P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. N78°42'30"E 2108.68' N78°42'30"E 2108.68' IR 5/8"IR 5/8"IR 5/8" GAS ESMTDOC 386039 TLE365 PLE449PLE450 TLE391TLE392 TLE397TLE398 TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E N00°17'59"E 1826.96' TLE FOR SLOPING26463 SQ. FT. 2726 24 26MATCH LINE SEE SHEET 4.10 STA. 697+67.71 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4PI: 696+76.97 FOUND WALWORTH CTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTH CTY BRASS CAPY=338039.683X=794799.123 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATEREFERENCE SYSTEM COORDINATES (WISCRS), WALWORTH COUNTY,NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34"X 24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BEPLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THEPERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLICLAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONGAND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEINGIMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDEDMAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BEA TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TOALL AREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAYPOINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'63'18401840DATEORIGINAL PLAT OF GENEVAN CURTIS40'1947LAKE GENEVA GOLF HILLSWEST DR Page 80 of 105 718 FO FO FO FO FO FO SIGNSIGN ZA 129400002EVERGREEN BP LLC1049448 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC 526956 685617 PYLON SIGNEASE ZA 326300001GNI OF LAKE GENEVA LLC NGH 00013CHRISTOPER A CRUM 335 338 712714716718720722724726 N78°42'30"E 2108.68' N74°44'27"E 222.08'N84°00'04"E 186.06' N73°30'43"E 657.69' FO FO FO FO FO FO FO FO FO FO FO FOSIGNSIGN NGH 00013CHRISTOPER A CRUM WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.16SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.16 50 4 GN CURVE 528 29 30 3132 PI: 720+79.20PC: 719+79.13PT: 721+79.13PI: 723+65.19Y=336624.310X=797341.014 PI: 725++87.27Y=336682.759X=797555.268 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS), WALWORTHCOUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRIDDISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISE NOTED,AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TOTHE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVED FROMFILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OFEXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATEFIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROL ARELISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: FOUND MONUMENT TABLEPOINT 44484950 IP 3/4" IR 1/2" Y COORDS 336531.532336710.136336595.728336530.675336518.104 X COORDS 797127.832796786.250796863.476796902.407796840.476 DESCRIPTION 51IP 1"336490.781796706.457FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER52IP 1"336468.899796598.750 IP 1" IR 5/8""MAG NAIL COORDINATE TABLEPOINT 399400TLE401TLE402TLE403PRW404405PRW406PRW407408 Y COORDS 336574.813336533.962336572.814336607.002336618.776336599.928336596.362336587.630336593.550336548.745 X COORDS 796958.315796753.721796745.964796804.687796863.520796863.613796863.631796819.996796831.745796827.760456TLE457TLE458TLE459336562.386336530.675336504.057336504.114796896.075796902.407796902.095796897.096TLE460336528.595796892.183 CSM 3263 LOT 1CSM 2973DOC 379822LOT 1CSM 2184DOC. 238417 IP48 28 400 408 P.L. P.L. PRW407PRW406TLE401 TLE402TLE403PRW404405FEE FOR SIDEWALK135 SQ. FT. TLE FOR SLOPING1845 SQ. FT. STA: 718+46.00 STA: 717+70.50 IP49P.L. P.L. TLE457 TLE458TLE459 TLE460 456 TLE FOR PAVING197 SQ. FT.29 STA: 719+15.66 504505IP50 IP47 IP45 IP44 IP48 IP35 IP29IP28IP27IP34IP49IP50IP51IP52 HWYSTH 50CSM 1294, 2184, 2973, 3263BASIS OF EXISTING R/WWIDTHVARIES66'1978VARIESDATECSM 1294PELLERVARIES1999CSM 3263N EDWARDS20'LAKE GENEVA GOLF HILLSEAST DR1947 TR312N 18E TR302N18ETR312N18E FOUND WALWORTHCTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=337998.248X=797403.299 TLE397TLE398 IP53371387 MATCH LINE SEE SHEET 4.13 STA. 711+02.03 1/4 LINE 1/16TH LINE 1/4 LINE 1/16TH LINE 1/16TH LINE 399 27282934354547 53 371387TLE397TLE398336403.076336440.898796098.197796098.267336524.519336500.030796380.929796385.962IR WISDOT CAPIR WISDOT CAP336538.814797395.557336554.545797402.179336559.576797613.598336803.773797616.991336775.494796622.012336529.646796530.246IP 1"IP 1" 336423.557796375.633IR 5/8" IR 5/8" IR 5/8" CURVE 5PI STA = 720+79.20Y = 336594.407X = 797056.450DELTA = 5°17'34" RTD = 2°38'47"T = 100.07'L = 200.00'R = 2165.06'PC STA = 719+79.13Y = 336574.813X = 796958.316PT STA = 721+79.13Y = 336604.866X = 797155.973 DETAIL 4.16.01DETAIL 4.16.02 4.16.02 4.16.01 SHEET 4.17 STH 50 STA: 714+32.44 LOCKWOOD BLVD STA: 10+00 STH 50 STA: 719+32.44 EAST DR STA: 30+00 STH 50 STA: 723+49.13 N EDWARDS BLVD STA: 20+00 STH 50 STA: 723+61.68STH 120 STA: 337+79.72456400408 AT&T WISCONSINNO RECORD OF EASEMENTPARCEL 29504LAKE GENEVA UTILITY COMMISION-SEWERNO RECORD OF EASEMENTPARCEL 29505 0 20 0 20 SIGN EXC.FROM TLE WINDSTREAMNO RECORD OF EASEMENTPARCEL 28510 510LOT 2CSM 1294 Page 81 of 105 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC ZA 326300001GNI OF LAKE GENEVA LLC 338 722 724 726 FOFOG FO FO FOEFO WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.17SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________4020LAYOUT NAME - 4.17 20 DETAIL 4 GN SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18SW 1/4 OF THE NE 1/4 OF SECTION 31-2-18 1/16TH LINE1/16TH LINE TR312N 18E TR302N18ETR312N18E FOUND WALWORTHCTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=337998.248X=797403.299 PT: 721+79.13PI: 720+79.20 PI STA = 720+79.20Y = 336594.407X = 797056.450DELTA = 5°17'34" RTD = 2°38'47"T = 100.07'L = 200.00'R = 2165.06'PC STA = 719+79.13Y = 336574.813X = 796958.316PT STA = 721+79.13Y = 336604.866X = 797155.973 PI: 723+65.19 PI: 725+87.27 N84°00'04"E 186.06' N74°44'27"E 222.08' N73°30'43"E 657.69' IP34 IP27IP28 IP29 FOUND MONUMENT TABLEPOINT272829IR 3/4" WISDOT CAPIR 5/8" Y COORDS336538.814336554.545336559.576 X COORDS797395.557797402.179797613.598DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER34IP 1"336531.532797127.832IR 3/4" WISDOT CAP N00°05'11"W 1356.39' 412413 417 418 422425 410411 414 Y=336624.310X=797341.010 Y=336682.760X=797555.270 COORDINATE TABLEPOINT410411412413414PRW415PRW416417418PRW421422PRW423PRW424425TLE426TLE427TLE428PRW429 Y COORDS336641.859336639.269336634.923336611.774336753.404336782.710336757.660336542.523336506.702336542.054336554.586336554.722336532.132336538.881336555.414336550.927336534.055336512.876 X COORDS797405.343797395.848797379.917797221.724797364.712797362.880797394.065797229.002797276.520797224.641797401.834797407.317797397.791797395.210797435.206797418.596797400.978797395.251 PRW419336502.941797276.526 430 430336624.310797341.014 30 PYLON SIGN ESMTDOC 685617 UTILITY ESMTDOC 116423ELECTRIC/SPECTRUM ESMTDOC 526956 3132 FEE FOR SIDEWALK434 SQ. FT. TLE FOR SLOPING121 SQ. FT.FEE FOR SIDEWALK113 SQ. FT.FEE FOR SIDEWALK187 SQ. FT. PRW421 PRW419 PRW415 PRW416 TLE428PRW424 TLE427TLE426PRW429 PRW423 504 504 WE ENERGIES - GASDOC. NO RECORD OF EASEMENTPARCEL 32501AT&T WISCONSINNO RECORD OF EASEMENT-PARCEL 30,31,32504 504501 1/4 LINE FENCE AND WALLEXC. FROM TLE POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FORAN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNITOF THE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: SPECTRUMDOC. 526956PARCEL 32NO RECORD OF EASEMENT PARCEL - 31507LAKE GENEVA UTILITY COMMISSION-WATERDOC. 116423PARCEL 32506 507 507500 ALLIANT ENERGY - ELECNO RECORD OF EASEMENT PARCEL - 31DOC. 526956 - PARCEL 32500 500 Page 82 of 105 STATEMENT OF NON-REIMBURSEMENT BY UTILITY Wisconsin Department of Transportation DT2245 11/2016 Referencing the project identified below, , (COMPANY) a public utility company, aLake Geneva Utility Commission quasi utility, cooperative or municipal utility will not be requesting compensation for the relocation of their facilities. Project Description Project ID(s) Title: Limits: Highway: County: C LAKE GENEVA, W MAIN ST WELLS ST TO GRAND GENEVA WAY STH 50 WALWORTH Design: Construction: Right of Way: UTL No.: Utility: 3170-09-00 3170-09-70 3170-09-20 506 3170-09-20 Facility Type: Water COMPANY reserves the right to request compensation from the Wisconsin Department of Transportation, (DEPARTMENT) for compensable utility relocations on this project if: relocation costs increase, accommodating changes to the project plan, or accommodating changes to the relocation plans of other utility companies. If the COMPANY subsequently requests compensation and the DEPARTMENT agrees to payment on this project, the DEPARTMENT and COMPANY are required to execute an agreement. It is expressly understood and agreed that any work by COMPANY prior to execution of an agreement between COMPANY and the DEPARTMENT shall be at COMPANY sole expense. COMPANY Lake Geneva Utility Commission (Company Name) (Authorized Signature) (Date) (Title) (Print Name) (Authorized Signature) (Date) (Title) (Print Name) Page 1 of 1 Page 83 of 105 GRANTOR, a utility organized and existing under the laws of the State of Wisconsin with its principal place of business at 361 Main St., City of Lake Geneva County of Walworth State of Wisconsin.   The undersigned certify that this instrument is executed with the full right, power and authority to do so on behalf of GRANTOR.   Acknowledgement   Lake Geneva Utility Commission     (Grantor Name)   (Date)     State of ) (Signature)   ) ss. County ) (Title)   On the above date, this instrument was acknowledged before me by the named person(s). (Print Name)   The signer was: Physically in my presence. OR In my presence involving the use of communication technology.     (Signature)   (Signature, Notary Public)   (Title)   (Print or Type Name, Notary Public)   (Print Name)   (Date Commission Expires) Right of Way Project ID 3170-09-20 This instrument was drafted by Wisconsin Department of Transportation UTL No. 506 Division of Transportation System Development Southeast Region Utility Unit 141 NW Barstow Street Waukesha WI 53187-0798 QUIT CLAIM DEED By Utility (Non-Fee Land Interests) Wisconsin Department of Transportation Exempt from-filing transfer form s.77.21(1) Wis. Stats. DT1661 9/2020 s.84.09(1) Wis. Stats. THIS DEED, made by , GRANTOR, a utility authorizedLake Geneva Utility Commission to transact business in the State of Wisconsin, quit claims to the State of Wisconsin, Department of Transportation, GRANTEE, all of its title, rights, or interests in and to the lands described, reserving to itself the ownership and title of its facilities or personalties occupying the described lands, and which the GRANTOR, at its own cost and expense will remove from the lands, or will so relocate, change, or alter that they will not interfere with or be interfered with by the normal operation and maintenance of a public highway on the described lands, for the sum of One Dollar ($1.00) and other good and valuable consideration. Other persons having an interest in record in the property: None Legal Description  See Attached This space is reserved for recording data Return to Parcel Identification Number/Tax Key Number See Attached Page 84 of 105 R/W Project ID 3170-09-20 This instrument was drafted by the Wisconsin Department of Transportation UTL No. 506 Lake Geneva Utility Commission - Water Quit Claim Deed Legal Description All that part of the lands subject to the Grantor’s easements or interests included in lands acquired for the improvement of STH 50 by the Grantee in: All that part of the SE 1/4 of the NW 1/4, Section 31, T2N, R18E, City of Lake Geneva, Walworth County, Wisconsin, in lands acquired by the Grantee for Project 3170-09-20, W Main St (City of Lake Geneva), Forest St to Grand Geneva Way, STH 50, Walworth County, Wisconsin, dated 3/20/2025, as filed with the County Clerk of Walworth County, State of Wisconsin. Parcel Number Recorded Easement Tax Key Number 32 Doc 116423 ZA218400001 Page 85 of 105 ComoCr. LakeGeneva 120 BIG FOOTBEACHBloomfield 328 330L. Como1250 R/W PROJECT NUMBER PLOT NAME : C:\USERS\STEVE\DOCUMENTS\2022 PROJECTS\BLOOM STH 50 3170-09-0070\CLIENT CORRESPONDENCE\FW_ 3170-09-70_71 STH 50\PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:48 AMPLOT DATE :PLOT BY :STEVE FEDERAL PROJECT NUMBERSHEETNUMBERTOTALSHEETSPLAT OF RIGHT OF WAY REQUIRED FOR REVISION DATELAYOUTSCALE0TOTAL NET LENGTH OF CENTERLINE = CONSTRUCTION PROJECT NUMBER 3170-09-20 W MAIN ST (CITY OF LAKE GENEVA)FOREST ST TO GRAND GENEVA WAYSTH 50 WALWORTH 4.01 1.0 MILE2.306 MI 3170-09-70/71 THIS PLAT IS A GRAPHIC REPRESENTATION AND IS FORREFERENCE PURPOSES ONLY. DEEDS MUST BE CHECKED TODETERMINE PROPERTY BOUNDARIES AND ACCESS RIGHTS. ACCESS RESTRICTED BY ACQUISITIONNO ACCESS (BY STATUTORY AUTHORITY)ACCESS RESTRICTED (BY PREVIOUS PROJECT OR CONTROL) BRIDGEPARCEL NUMBERUTILITY NUMBER25 40 SIXTEENTH CORNER MONUMENT 18923242625 #1-25 NW TEMPORARY LIMITED EASEMENT AREA LOT, TIE & OTHER MINOR LINESGEODETIC SURVEY MONUMENT SECTIONCORNERSYMBOL TO BE REMOVED SECTIONCORNERMONUMENT (TO BE SET)(1-INCH UNLESS NOTED) SLOPE INTERCEPT CONVENTIONAL SYMBOLS W SECTION LINEQUARTER LINESIXTEENTH LINENEW REFERENCE LINENEW R/W LINE CORPORATE LIMITSUNDERGROUND FACILITYNEW R/W (FEE OR HE)(HATCHING VARIES BY OWNER)(COMMUNICATIONS, ELECTRIC, ETC) EXISTING R/W OR HE LINEPROPERTY LINE R/W MONUMENTTR NON-MONUMENTED R/W POINTFOUND IRON PINIP (TYPE) P.L.SIGNOFF-PREMISESIGNSIGN SIGN EASEMENT AREA (PERMANENT LIMITED OR RESTRICTED DEVELOPMENT)BUILDINGTRANSMISSION STRUCTURES ELECTRIC POLETELEPHONE POLEPEDESTAL (LABEL TYPE) (TV, TEL, ELEC, ETC.)COMPENSABLE NON-COMPENSABLE PARALLEL OFFSETSNO ACCESS (NEW HIGHWAY)CULVERT WGTOHETVFOSANSS CONVENTIONAL UTILITY SYMBOLSWATERGASTELEPHONEOVERHEAD TRANSMISSION LINESELECTRICCABLE TELEVISIONFIBER OPTICSANITARY SEWERSTORM SEWERELECTRIC TOWERACCESS RIGHTSARACRESACAHEADAHALUMINUMALUMAND OTHERSET ALBACKBKBLOCKBLKCENTERLINEC/LCERTIFIED SURVEY MAPCSMCONCRETECONCCOUNTYCOCOUNTY TRUNK HIGHWAYCTHDISTANCEDISTCORNERCORDOCUMENT NUMBERDOCEASEMENT EASEEXISTINGEXGAS VALVEGVGRID NORTHGNHIGHWAY EASEMENTHEIDENTIFICATIONIDLAND CONTRACTLCLEFTLTMONUMENTMONNATIONAL GEODETIC SURVEYNGSNUMBERNOOUTLOTOLPAGEPPOINT OF TANGENCYPTPERMANENT LIMITED PLE EASEMENTPOINT OF BEGINNINGPOBPOINT OF CURVATUREPC POINT OF COMPOUND CURVEPCCPOINT OF INTERSECTIONPIPROPERTY LINEPLRECORDED AS(100')REEL / IMAGER/IREFERENCE LINER/LREMAININGREMRESTRICTIVE DEVELOPMENTRDE EASEMENTRIGHTRTRIGHT OF WAYR/WSECTIONSECSEPTIC VENTSEPVSQUARE FEETSFSTATE TRUNK HIGHWAYSTHSTATIONSTATELEPHONE PEDESTALTPTEMPORARY LIMITED TLE EASEMENTTRANSPORTATION PROJECT PLATTPPUNITED STATES HIGHWAYUSHVOLUMEV CONVENTIONAL ABBREVIATIONS CURVE DATA ABBREVIATIONS/DELTALONG CHORDLCHLONG CHORD BEARINGLCBRADIUSRDEGREE OF CURVEDCENTRAL ANGLELENGTH OF CURVELTANGENTTDIRECTION AHEADDADIRECTION BACKDB POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCELINES.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.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE INPARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROLARE LISTED ON THE DETAIL PAGES. NOTES: COUNTY, NAD83 ( ) IN US SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES,WALWORTH 2011 WAUKESHA, SOUTHEAST REGION. END PROJECT ID 3170-09-20STA 750+73.56BEGIN PROJECT ID 3170-09-20STA 620+31.95Y: 335602.80X: 787142.27 R-17-ER-18-ER-18-ER-17-E STATE PROJECT NUMBER C LAKE GENEVA, W MAIN STFOREST ST TO GRAND GENEVA WAYSTH 50WALWORTH COUNTY3170-09-20 © 2018 TERRATEC ENGINEERING, LLC.CEDARBURG, WI 53012Tel.: 262.377.9905 - Fax: 262.375.1958W67 N222 EVERGREEN BLVD., STE. 205TERRATECENGINEERING,LLC.ORIGINAL PLANS PREPARED BY (DATE)STEVEN M. ARNOLDTERRATEC ENG.PLS NO 316808/27/2025 APPROVED FOR THE CITY OF LAKE GENEVADATE:SIGNED CITY ENGINEER(SIGNATURE)DATE:SIGNED CITY CLERK (SIGNATURE) CITY OFLAKE GENEVA Page 86 of 105 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:48 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.02SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________LAYOUT NAME - 4.02 Page 87 of 105 2022 30 31 612614616618620622624626628630632634636638640642644 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.03SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.03 1 2 4 BEGIN PROJECTSTA 620+31.95Y: 335602.80X: 787142.27 35 GN 3 Page 88 of 105 642644646648650652654656658660662664666668670672674 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.04SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.04 5 7 10 36 GN 6 8 9 11 Page 89 of 105 386039 670672674676678680682684686688690692694696698700 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.05SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.05 13 21 22 36 GN T2N R18ET2N R17E 15 16 1718 1920 23 2425 Page 90 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR ZA 129400002EVERGREEN BP LLC1049448 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC 526956 685617 PYLON SIGNEASE 221750635628 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942 386039 369361 ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZA 326300001GNI OF LAKE GENEVA LLC ZOP 00385CATHOLIC CHURCH NGH 00013CHRISTOPER A CRUM 325 330 335338 698700702704706708710712714716718720722724726728 TENR WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 44 PLAT SHEET 4.06SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________200100LAYOUT NAME - 4.06 27 28 30 31 GN 23 26 29 3132 Page 91 of 105 ZLM 00074BRUCE/JOY IRUSSI TRUST1/16TH LINE 20 22 30 31 618620622624626628630632 TENR 1/4 LINE ZLM 00074BRUCE/JOY IRUSSI TRUST 30 628N70°02'45"E 1031.59'5'35' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.07SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.07 50 SW 1/4 OF THE NE 1/4 OF SECTION 35-2-17 14 CURVE 1PI STA = 625+07.06Y = 335629.101X = 787616.653DELTA = 16°46'51" LTD = 4°39'41"T = 181.30'L = 360.00'R = 1229.16'PC STA = 623+25.76Y = 335619.065X = 787435.633PT STA = 626+85.76Y = 335690.972X = 787787.067 PT: 626+85.76 COORDINATE TABLEPOINTTLE251TLE252TLE253TLE254255256 Y COORDS335719.197335714.496335726.394335731.095335748.770335827.364 X COORDS787956.999787958.703787991.619787989.915787946.263788162.734 FOUND MONUMENT TABLEPOINT 979899199200 IP 1"IP 1"IP 1"IP 1"IP 1" Y COORDS 335785.687335742.522335689.623335807.688335835.240 X COORDS 787947.069788021.488787875.188788201.840788278.811 DESCRIPTIONPOSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUESSHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESMAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS),UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THEPROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULARTO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD.THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELDSURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCEAND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: N70°02'45"E 1031.59' GN SE 1/4 OF THE NE 1/4 OF SECTION 35-2-17 CURVE 1 FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNERHWYSTH 50PLAT OF LAKE GENEVA MANOR SUBBASIS OF EXISTING R/WWIDTH66'60'19261926DATEPLAT OF LAKE GENEVA MANOR SUBLAKEVIEW TLE FOR SLOPING175 SQ. FT. MATCH LINE SEE SHEET 4.08 STA. 630+85.42 1 TLE251TLE252TLE253TLE254255 IP99 IP97 IP98 256N00°39'14"E 353.67'PC: 623+25.76 255 N70°02'45"E 1031.59' BEGIN PROJECTSTA 620+31.95Y: 335602.80X: 787142.27 1/4 LINE 33' 33' 33'33' N86°49'36"E 293.81' WALL EXC.FROM TLE STH 50 STA: 628+32.44 SKY LN STA: 30+00 TR352N 7E FOUND WALWORTH CTY BRASS CAPY=335501.325X=786885.854 TRTR35362N17E2N17E FOUND BRASS CAP ATW. MEANDER CORNERY=335457.020X=788928.194 IP200IP199IP198 IP97 IP98 IP99 IP100 IP96 IP94IP95IP89 IP90 IP91IP92 IP93 93949596 100 IP 1"IP 1"IP 1"IP 1" IP 1" 335696.571335703.005335707.297335727.796 335628.042 787577.867787732.372787730.984787728.693 787800.201 8990 198 9192IP 2"IP 1" IP 1" IP 3/4"IP 1"335679.337335683.918 335861.476 335682.967335690.364787326.695787408.655 788154.907 787491.928787494.319 P.L.P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L.P.L. P.L. P.L. P.L.P.L.P.L.P.L. PI: 625+07.06 DETAIL 4.07.01 4.07.01 STH 50 STA: 627+18.67 LAKEVIEW DR STA: 22+50 STH 50 STA: 620+71.58 PEARSON DR STA: 10+00 0 4020 Page 92 of 105 WILLIAM Z. PETROPOULOS 640 634 5' ZLKC 00001WILLIAM Z. PETROPOULOS 1/16TH LINE 630632634636638640642644 N70°02'45"E 1031.59' N79°16'26"E 408.88' FOUND WALWORTH CTY BRASS CAPY=335501.325X=786885.854 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.08SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.08 50 4 COORDINATE TABLEPOINT257TLE258TLE259TLE260TLE261 256Y COORDS335903.610335873.441335868.725335907.822335912.538 335827.364X COORDS788372.743788383.696788385.358788493.512788491.850 788162.734 1/16TH LINE SW 1/4 OF THE NE 1/4 OF SECTION 35-2-173 GN SE1/4 OF THE NE 1/4 OF SECTION 35-2-17 33' TLE445TLE446335887.424335892.140788437.084788435.422447335942.856788480.841 2MATCH LINE SEE SHEET 4.07 STA. 630+85.42 MATCH LINE SEE SHEET 4.09 STA. 644+25.42 CURVE 2 CURVE 3 CURVE 2PI STA = 638+07.74Y = 336073.868X = 788841.689DELTA = 9°13'41" RTD = 5°06'57"T = 90.39'L = 180.39'R = 1120.00'PC STA = 637+17.35Y = 336043.021X = 788756.726PT STA = 638+97.74Y = 336090.691X = 788930.500 CURVE 3PI STA = 644+63.68Y = 336196.018X = 789486.547DELTA = 11°00'25" RTD = 3°30'54"T = 157.05'L = 313.14'R = 1630.00'PC STA = 643+06.62Y = 336166.789X = 789332.239PT STA = 646+19.76Y = 336195.248X = 789643.598 4 TRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT W. MEANDER CORNERY=335457.020X=788928.194TR352N 7E POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRIDBEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-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 THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEWREFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVEDFROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESSCONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: 262263TLE264TLE265336109.722336110.818336142.024336146.145789030.971789036.756789030.845789026.014 FOUND MONUMENT TABLEPOINT192193 208209 IP 1"IP 1" IR 5/8"IP 1" Y COORDS336151.914336141.146 336068.529336074.945 X COORDS789086.236789025.923 788982.115789015.514 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER HWYSTH 50PLAT OF LAKE GENEVA MANOR SUBBASIS OF EXISTING R/WWIDTHVARIES60'20071926DATELAKEHOUSE CONDOMINIUM PLATELMWOOD 257 TLE258TLE259 TLE260TLE261IP201 IP202P.L. P.L. ZLM 00068HELEN/JOHN HACKETTZLM 00069CHARLES/JILL LORENZI TLE446TLE445 447 TLE FOR SLOPING275 SQ. FT.32 256N00°39'14"E 353.67' P.L. P.L.P.L. 33' 1/4 LINE 1/4 LINE TLE FOR SLOPING300 SQ. FT. ZLKC 00001WILLIAM Z PETROPOULIS4 262263 TLE264TLE265IP193TLE FOR SLOPING12 SQ. FT.IP199IP200IP198 IP201IP202 IP203 IP197 IP196IP195 IP207 IP194 IP208IP209 IP216IP193IP192 IP191 IP217 IP218 IP190 P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L.P.L. P.L.P.L.P.L.P.L. P.L. P.L.P.L.P.L. P.L.P.L.P.L.P.L.P.L. P.L. PI: 638+07.74 PI: 644+63.68 PC: 637+17.35PT: 638+97.74 PC: 643+06.62 195196197198IP 1"IP 1.5"IP 1"IP 1"336091.308336063.986336012.440335861.476788787.706788712.412788563.884788154.907 190191194 207 IR 5/8"IP 1"IR 5/8" IP 1" 336203.878336172.753336124.341 336047.078 789357.036789198.582788931.357 788889.205216217218IP 1"IP 1"IP 1"336094.546336122.380336133.111789127.128789313.934789405.082 TRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT N. MEANDER CORNERY=335788.565X=789439.946 201202203 199200MAG NAILIP 1"IP 1.5" IP 1"IP 1"335891.557335911.838335944.958 335807.688335835.240788433.795788490.524788580.535 788201.840788278.811 DETAIL 4.08.01DETAIL 4.08.02 4.08.02 4.08.01 STH 50 STA: 639+62.24ELMWOOD AV STA: 10+00 257447 263 0 4020 0 2010 LIGHT POLE ANDBUILDING EXC. FROM TLEFENCE EXC.FROM TLE Page 93 of 105 ZOP 00232AJANELLE M POWERS ZOP 002191131 W MAIN ST ZOP 00222DAVID/DEBRA MONEY TRUSTZOP 002291031 W MAIN ST LLC ZOP 00238JAMES MERCURIO 644646648650652654656658S89°16'53"E 769.69'S89°25'40"E 359.98'S89°43'08"E 267.62' S89°16'53"E 769.69' ZOP 00222DAVID/DEBRA MONEY TRUSTZOP 002291031 W MAIN ST LLC 652 654 5' 4' ZOP 00232AJANELLE M POWERSZOP 00238JAMES MERCURIO 6583'1' 3' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.09SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.09 50 4 5 6 7 8 CURVE 3PI STA = 644+63.68Y = 336196.018X = 789486.547DELTA = 11°00'25" RTD = 3°30'54"T = 157.05'L = 313.14'R = 1630.00'PC STA = 643+06.62Y = 336166.789X = 789332.239PT STA = 646+19.76Y = 336195.248X = 789643.598 CURVE 3MATCH LINE SEE SHEET 4.08 STA. 644+25.42MATCH LINE SEE SHEET 4.10 STA. 657+77.04PT: 646+19.76PI: 648+87.38Y=336193.935X=789911.212PI: 652+47.36Y=336190.339X=790271.173PI: 644+63.68 GN HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTHVARIES80'18401840DATEORIGINAL PLAT OF GENEVAWARREN 5 266 TLE267TLE268TLE269TLE270TLE271 272 TLE273TLE274TLE275TLE276 277 IP105 IP106 PI: 652+47.36P.L. P.L. P.L. P.L.TLE FOR SLOPING133 SQ. FT.TLE FOR SLOPING110 SQ. FT.6 IP110P.L. P.L. 279 TLE280TLE281TLE282 283 PRW284PRW285TLE286TLE287TLE288PRW289PRW290PRW291292278S89°16'53"E 769.69' PI-PI FEE FOR SIDEWALK48 SQ. FT.TLE FOR SLOPING36 SQ. FT. TLE FOR SLOPING90 SQ. FT.8 P.L. P.L. P.L. 7 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCESYSTEM COORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN USSURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, ANDGRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24"IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TOTHE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETEROF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEYSYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTEDARE DRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS ANDDOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY,AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELDSURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OF TRANSPORTATIONOFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALLAREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTSOF REFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAYPLAT DETAILS / DETAIL PAGES. NOTES: FOUND MONUMENT TABLEPOINT 106104105IR 5/8"IP 1"IR 5/8" Y COORDS 336226.208336228.720336227.939 X COORDS 790342.279790143.865790263.696 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER COORDINATE TABLEPOINT266TLE267TLE268TLE269TLE270TLE271272TLE273TLE274TLE275TLE276277 Y COORDS336190.626336228.049336232.049336231.959336242.890336227.892336189.442336226.346336231.345336231.075336226.075336190.339 X COORDS790242.473790242.715790242.745790254.744790263.879790263.695790342.697790343.160790343.222790365.220790365.159790271.173109110111IR 5/8"IP 1"IR 5/8"336223.214336221.918336219.911790613.138790703.137790843.163 COORDINATE TABLEPOINT 278279 TLE280TLE281TLE282283PRW284PRW285TLE286TLE287TLE288PRW289PRW290PRW291292 Y COORDS 336183.697336184.928 336224.917336225.065336222.065336183.548336220.327336221.327336223.327336223.730336239.729336239.758336239.771336221.760336220.775 X COORDS 790800.814790702.673 790703.173790691.174790691.137790812.712790813.173790813.188790813.212790786.215790786.411790784.411790783.411790784.191790783.179 IP111IP110IP109IP108IP107IP106IP105IP104IP103IP102IP101 80'1840ORIGINAL PLAT OF GENEVAMADISONTRTR35362N17E2N17E FOUND WALWORTH CTY BRASSCAP AT N. MEANDER CORNERY=335788.565X=789439.946 TTRTRRTR262535362N17E2N17E2N17E2N17EFOUND BRASS CAPY=338072.082X=789495.985 1/16TH LINE1/4 LINE 103102101 107108 IP 1"336228.909790084.221IP 1"336229.938789994.117IP IR336230.604789903.993 IP IR336225.022790460.781IP IR336224.004790537.003 277 278 1/16TH LINE DETAIL 4.09.01DETAIL 4.09.02 4.09.01 4.09.02 STH 50 STA: 648+39.50 MAXWELL ST STA: 10+00 STH 50 STA: 652+80.03 WAREN ST STA: 10+00 STH 50 STA: 657+19.83 MADISON ST STA: 10+00 0 4020 0 4020 Page 94 of 105 ZOP 00232AJANELLE M POWERSZOP 00238JAMES MERCURIO ZOP 00243AJEFFREY M ANDBEVERLY LEONARDTRUST ZOP 00253 ZOP 00337870 W MAIN ST ZOP 00256214 BROAD ST ZOP 00326156 12 BROAD ST ZOP 00267221 BROAD ST 3031 ZOP 00285GENEVA CENTERLLC ZOP 00303UNITED STATES OFAMERICA ZA276000001VENTURE INVESTMENTPARTNERS 658660662664666668670672 TENR S88°59'41"E 1445.64'S89°16'53"E 769.69'S81°43'51"E 97.25'S89°04'39"E 441.16' 2' S81°43'51"E 97.25' PARTNERS 670 4' ZOP 00285GENEVA CENTERLLC 3' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.10SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.10 50 4 10 119MATCH LINE SEE SHEET 4.09 STA. 657+77.04PI: 660+17.05Y=336180.687X=791040.800PI: 661+14.30Y=336166.699X=791137.043PI: 665+55.46Y=336159.596X=791578.144 GN 114115IR 5/8"IR 5/8"336217.100336216.391791023.274791083.146 462463464TLE465TLE466TLE467 336166.699336166.614336215.402336215.432336232.431336232.401 791137.043791142.352791143.137791141.138791141.346791143.346 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCESYSTEM COORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN USSURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, ANDGRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OFTHE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OROTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED AREDRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTSOF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTINGPROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNINGUNIT OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE INWAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES. NOTES: 462463PI: 661+14.30 TLE FOR SIDEWALK34 SQ. FT.464TLE465TLE466TLE4679 P.L. P.L. P.L. IP115 IP115IP114IP113IP112 IP140IP134IP133IP132IP131IP130IP128IP126 IP162 IP159IP158IP157IP155 FOUND MONUMENT TABLEPOINT 132133134140155 CROSS NOTCHIR 5/8" Y COORDS 336203.445336202.881336202.654336212.757336102.960 X COORDS 791932.444791953.770791976.740792124.165791962.973 DESCRIPTION 157158 336103.363336103.826791943.005791923.462FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER COORDINATE TABLEPOINT293294TLE295TLE296TLE297298299PRW300PRW301PRW302303304TLE305TLE306TLE307 Y COORDS336149.533336149.678336099.921336081.489336100.234336150.024336199.494336202.494336202.236336199.236336151.428336201.530336213.529336213.594336201.595 X COORDS792151.654792143.396792142.523792123.076792123.305792123.649792124.521792124.558792143.556792143.520792043.661792044.540792044.687792040.688792040.541 CROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCH 10 P.L. 303 304TLE305TLE306TLE307TLE FOR SIDEWALK48 SQ. FT. P.L. P.L. IP140 293294298 PRW302PRW301PRW300299FEE FOR SIDEWALK57 SQ. FT. 11IP134 P.L. P.L. P.L. N00°10'55"E 724.67' MATCH LINE SEE SHEET 4.11 STA. 671+29.06 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'80'18401840DATEORIGINAL PLAT OF GENEVACENTER80'1840ORIGINAL PLAT OF GENEVACOOK TR362N 17E FOUND WALWORTHCTY BRASS CAPY=335424.870X=792149.350 FOUND WALWORTH CTY BRASS CAPY=338051.690X=792157.700TR252N17ETR362N17E 1/16TH LINE 1/4 LINE 112113126128130131 159162 293462 1/4 LINE IR 5/8"336219.016790903.171336218.022790963.276336206.812791725.769336206.017791758.08336204.923791846.23336204.331791869.134 336104.669791844.448336107.387791677.598CROSS NOTCHMAG NAIL CROSS NOTCHCROSS NOTCHCROSS NOTCHCROSS NOTCHIP 1" DETAIL 4.10.01 4.10.01 DETAIL 4.10.02DETAIL 4.10.03 4.10.024.10.03 STH 50 STA: 661+46.82COOK ST STA: 50+00STH 50 STA: 666+09.81BROAD ST STA: 20+00 STH 50 STA: 670+59.47CENTER ST STA: 30+00 0 4020 0 4020 0 4020 BLDG EXC.FROM TLE Page 95 of 105 ZOP 00285GENEVA CENTERLLC ZOP 00303UNITED STATES OFAMERICA ZOP 00291KOCOUREK PROPERTYHOLDINGS LLC ZOP 00004CITY OF LAKE GENEVAZCM 00001SHANE S PIASECKI ZOP 00375JP'S NEVADA, LLC ZA276000001VENTURE INVESTMENTPARTNERS ZA312100001CITY OF LAKE GENEVA ZA246700002CITY OF LAKE GENEVACSM 2467 ZOP 00300GENEVA LAKE LEVEL CORPORATION 670672674676678680682684 TENR S88°59'41"E 1445.64' S89°38'34"E 1481.05'W SIGN ZOP 00291KOCOUREK PROPERTYHOLDINGS LLC S88°59'41"E 1445.64' 5' 3' ZA246700002CITY OF LAKE GENEVACSM 2467 676 10' G G ZOP 00375JP'S NEVADA, LLC 680 3' SIGN ZOP 00004CITY OF LAKE GENEVA 6845' WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.11SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________50LAYOUT NAME - 4.11 50 4 GN PI: 680+01.10Y=336134.233X=793023.565MATCH LINE SEE SHEET 4.10 STA. 671+29.06 MATCH LINE SEE SHEET 4.12 STA. 684+47.9013 15 16 17 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATEREFERENCE SYSTEM COORDINATES (WISCRS), WALWORTH COUNTY,NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESMAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACEDPRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THEPERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLICLAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONGAND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEINGIMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDEDMAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE ATRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TOALL AREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAYPOINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: COORDINATE TABLEPOINT308TLE309TLE310TLE311TLE312TLE313 Y COORDS336143.166336194.197336199.196336198.966336205.166336203.270 X COORDS792514.525792515.420792515.488792532.487792537.542792539.867 431TLE432TLE433TLE434TLE436 336140.333336093.060336073.206336067.844336093.166 792675.967792675.138792687.751792679.310792663.223 314336193.968792532.283 FOUND MONUMENT TABLEPOINT828384IP 1"IP 1"IP 1" Y COORDS336082.796336082.770336082.663 X COORDS793402.995793352.964793313.131DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER ALLIANT ENERGYNO RECORD OF EASEMENTPARCEL 17500 IP143 IP144 IP145 IP84IP83IP82 13 308 TLE309TLE310TLE311TLE312TLE313 314 P.L. STA: 674+91.98 TLE FOR SIDEWALK,SLOPING115 SQ. FT.P.L.P.L. P.L. P.L.TLE434 431STA: 676+53.45 TLE FOR SLOPING268 SQ. FT.TLE436TLE433TLE432 15 501P.L. 100 PI: 680+01.10 16 TLE321TLE322TLE323TLE325TLE326TLE327TLE328 320 P.L. Y=336134.230X=793023.570 TLE FOR SLOPING787 SQ. FT. P.L. P.L. TLE333TLE332TLE331TLE330 319329 P.L.500 STA: 684+47.90 TLE FOR SLOPING125 SQ. FT.17 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'47'18401840DATEORIGINAL PLAT OF GENEVAMILL 66'1994CSM 2467S LAKE SHOREVARIESORIGINAL PLAT OF GENEVAN WELLS66'1840ORIGINAL PLAT OF GENEVACOUNTRY CLUB TR362N 17E TR252N17ETR362N17E FOUND WALWORTHCTY BRASS CAPY=335424.870X=792149.350 FOUND WALWORTHCTY BRASS CAPY=338051.690X=792157.700 1/4 LINE 1/16TH LINEIP81 319320TLE321TLE322TLE323TLE325TLE326TLE327TLE328329TLE330TLE331TLE332TLE333 336131.448336133.592336086.653336083.653336086.026336060.698336060.885336078.117336089.383336131.727336182.554336187.555336187.766336182.766 793470.358793126.469793126.176793126.114793012.715792995.761792987.763792988.167792995.708793425.509793425.826793425.755793400.756793400.714 1/16TH LINE 319 143144145IP 1"IP 1"MAG NAIL336196.619792294.204336194.097792433.734336095.38792396.229 DETAIL 4.11.01 DETAIL 4.11.02 DETAIL 4.11.03 DETAIL 4.11.04 4.11.03 4.11.04 4.11.01 4.11.02 STH 50 STA: 674+89.87 MILL ST STA: 10+00 STH 50 STA: 676+57.79 S LAKE SHORE DR STA: 10+00STH 50 STA: 677+58.59N WELLS ST STA: 10+00 STH 50 STA: 684+36.25COUNTRY CLUB DR STA: 10+00 314 308 431 320 0 20 0 20 0 20 0 20 WE ENERGIES - GASDOC. NO RECORD OF EASEMENTPARCEL 15501 SIGN EXC.FROM TLE Page 96 of 105 ZOP 00004CITY OF LAKE GENEVAZCM 00001SHANE S PIASECKI Z0P 00002EYOUNGQUIST-NADING LLC ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR 386039Z0P 00002FWALWORTHAPARTMENTS LLC ZPI 00007JUNE JOHNSON TRUST ZYUP 00131CITY OF LAKE GENEVA ZOP 00385CATHOLIC CHURCHZA 85600002PATRICIA I MOTT 684686688690692694696698S89°38'34"E 1481.05' N78°42'30"E 2108.68'FO FOSIGNW MHSIGN ZCM 00001SHANE S PIASECKI 5'W 4' 692 5'SIGN JUNE JOHNSON TRUST ZA 85600002PATRICIA I MOTT 692 6' 5' ZOP 00385CATHOLIC CHURCH WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.12SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.12 50 4 GN 18 1920 21 25 22 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4 MATCH LINE SEE SHEET 4.11 STA. 684+47.90 MATCH LINE SEE SHEET 4.13 STA. 697+67.71PI: 696+76.97PT: 698+70.45PC: 694+82.15 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRIDBEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-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 THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEWREFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVEDFROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUEREPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS ASUBSTITUTE FOR AN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSINDEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ONTHE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESSCONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: TLE337TLE338TLE336TLE335 334 P.L. P.L.TLE FOR SLOPING425 SQ. FT.18 319 COORDINATE TABLEPOINT334TLE335TLE336TLE337TLE338 Y COORDS336131.316336181.282336186.282336186.999336181.998 X COORDS793491.488793576.694793576.736793491.740793491.804 FOUND MONUMENT TABLEPOINT7172747576 IP 1"IP 1"IP 1"IP 1"IP 1" Y COORDS336076.682336193.586336076.721336077.871336078.754 X COORDS794293.935794189.677794188.508794075.388793999.652 DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER 339340TLE341TLE342TLE343TLE344TLE345TLE346347TLE348TLE349TLE350TLE351352 336124.999336126.723336075.789336060.123336060.165336069.831336070.109336076.109336126.966336176.117336181.116336180.863336175.864336127.342 794504.585794228.158794227.840794227.758794222.759794222.809794189.810794189.842794189.062794189.369794189.411794219.410794219.368794128.844 19TLE355TLE356TLE354TLE353 352 TLE FOR SLOPING62 SQ. FT.IP72TLE349TLE348TLE350TLE351 347340 TLE FOR SLOPING150 SQ. FT.20 IP74 347340 TLE341TLE342TLE343TLE344TLE345TLE346P.L. P.L.P.L. P.L.TLE FOR SLOPING276 SQ. FT.21 IP80 IP79 IP78 IP77 IP76 IP75 IP74 IP72 IP71 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'60'18401840DATEORIGINAL PLAT OF GENEVAHAVENWOOD66'1840ORIGINAL PLAT OF GENEVAEAST 63'ORIGINAL PLAT OF GENEVAN CURTIS1840 TRTR36312N17E2N18E FOUNDWALWORTH CTYBRASS CAPY=335405.343X=794785.338 TTRTRRTR253036312N17E2N18E2N17E2N18EFOUNDWALWORTH CTYBRASS CAPY=338039.683X=794799.123 1/16TH LINE 1/4 LINE IP81 8081IP 1"IP 1"336082.736336082.053793554.823793478.990 PI: 696+76.97357 358CURVE 4 437TLE438TLE441TLE440TLE439TLE FOR SLOPING64 SQ. FT.25 777879 TLE353TLE354TLE355TLE356336176.672336180.672336180.801336176.802794129.151794129.185794113.611794113.577357358336144.532336116.945794789.206794789.061 437TLE438TLE439TLE440TLE441 336071.157336071.318336063.314336063.382336071.386 794788.822794758.064794758.024794750.022794750.062 357339319 1/16TH LINEIR 5/8"IR 5/8"IP 1"336080.211793848.083336082.603793783.05336079.577793661.896 PRW364TLE365 369362PLE363PLE442PLE443TLE366TLE367TLE368 DETAIL 4.12.01DETAIL 4.12.02DETAIL 4.12.03 DETAIL 4.12.04DETAIL 4.12.05 4.12.01 4.12.02 4.12.05 4.12.034.12.04 1/4 LINE STH 50 STA: 687+96.11 WEST ST STA: 10+00 STH 50 STA: 691+33.33 HAVENWOOD DR STA: 10+00 STH 50 STA: 692+34.44 EAST ST STA: 10+00 STH 50 STA: 697+67.71 N CURTIS ST STA: 10+00 319336131.448793470.358 362PLE363PRW364TLE365TLE366TLE367TLE368369 336171.058336171.654336182.300336212.745336187.108336188.335336173.335336171.866 794789.344794718.683794789.403794789.563794664.832794519.391794519.265794789.352 PLE442PLE443336172.654336172.569794718.691794728.812 352347340 1/4 LINE TLE FOR SLOPING5333 SQ. FT.PLE FOR SIDEWALK381 SQ. FT. 0 20 0 20 0 20 0 200 20 WALL EXC.FROM TLE SIGN EXC.FROM TLE SIGN EXC.FROM TLE Page 97 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZOP 00385CATHOLIC CHURCH 698700702704706708710712 FO FO G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W MHSIGN W W ZA 78900001W.H.J. PROPERTIES LLC 698 E WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.13SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.13 50 4 GN 23 SW 1/4 OF THE NW 1/4 OF SECTION 31-2-18SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18 1/16TH LINEN00°06'25"E 1016.70' 1/16TH LINE PT: 698+70.45 IP66 IP65 IP64 IP62 IP60 IP57 FOUND MONUMENT TABLEPOINT57606264IP 1"IP 1" Y COORDS336165.043336266.495336207.439336147.792 X COORDS795923.310795582.990795287.895794989.127 DESCRIPTION 65IP 1"336134.446794922.261FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER 371387 66IR 5/8"336116.516794821.637 COORDINATE TABLEPOINT 371387PRW364TLE365PRW370PLE448PLE449PLE450PLE451TLE391TLE392 Y COORDS 336403.076336440.898336182.300336212.745336219.561336331.904336339.958336300.777336292.724336363.048336348.355 X COORDS 796098.197796098.267794789.403794789.563795021.402795369.304795408.485795416.538795377.357795520.826795523.846 P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L.P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. N78°42'30"E 2108.68' N78°42'30"E 2108.68' IR 5/8"IR 5/8" GAS ESMTDOC 386039 PRW370PRW364TLE365 PLE448PLE449PLE450PLE451 TLE391TLE392 TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E FOUND WALWORTHCTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTHCTY BRASS CAPY=338039.683X=794799.123 N00°17'59"E 1826.96' TLE FOR SLOPING22634 SQ. FT. TLE FOR SLOPING26463 SQ. FT. AT&T WISCONSINDOC. 221759-PARCEL 24DOC. 221749-PARCEL 26DOC. 221750-PARCEL 27DOC. 635628-PARCEL 27504WE ENERGIES - GASDOC. 369361-PARCEL 23DOC. 386039-PARCEL 23501 501510 2726 24 26 MATCH LINE SEE SHEET 4.12 STA. 697+67.71 MATCH LINE SEE SHEET 4.16 STA. 711+02.03 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4PI: 696+76.97 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETIONOF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: 357358TLE359TLE360TLE361369 336144.532336116.945336116.773336119.375336101.773336171.866 794789.206794789.061794822.058794836.831794821.978794789.352 ALLIANT ENERGY - ELECNO RECORD OF EASEMENTPARCEL 24500 IP66 IP65PT: 698+70.45 P.L.357 358TLE359TLE360TLE361AT&T WI ESMTDOC 221759500 TLE FOR SLOPING111 SQ. FT. 24 HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'63'18401840DATEORIGINAL PLAT OF GENEVAN CURTIS40'1947LAKE GENEVA GOLF HILLSWEST DR 1/4 LINE 1/16TH LINE P.L. 1/4 LINE 369357 1/4 LINE DETAIL 4.13.014.13.01 SHEET 4.14 STH 50 STA: 709+06.06 WEST DR STA: 10+00 STH 50 STA: 697+67.71 N CURTIS ST STA: 10+00 2323 PLE FOR DRAINAGE1600 SQ. FT.FEE FOR SIDEWALK1209 SQ. FT. 0 20 WALL EXC.FROM TLEWALL EXC.FROM TLE WALL EXC.FROM TLE 504 WINDSTREAMNO RECORD OF EASEMENTPARCEL 23510 Page 98 of 105 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA 704 706 708N78°42'30"E 2108.68' 12' 40' 12' 20' FO FO FO FO FO FO G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOW WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-70DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:49 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.14SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________4020LAYOUT NAME - 4.14 DETAIL 4 GN IP60 IP57 FOUND MONUMENT TABLEPOINT5760IR 5/8"IP 1"Y COORDS336165.043336266.495X COORDS795923.310795582.990DESCRIPTIONFOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. N00°17'59"E 2634.36' 372 379 COORDINATE TABLEPOINT372TLE373TLE374TLE375TLE376TLE377TLE378379PLE380PLE381PLE382PLE383PLE384PLE385 Y COORDS336359.416336324.457336304.056336298.338336306.191336299.007336310.787336307.160336273.589336246.456336245.407336265.817336254.434336234.816 X COORDS795879.529795886.509795886.367795856.917795855.392795818.392795816.105795617.814795624.517795589.704795584.410795584.517795527.095795530.984 386 386336287.719795520.449 23 GAS ESMTDOC 369361 AT&T WI ESMTDOC 221750 AT&T WI ESMTDOC 635628 TR312N 18E TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E FOUND WALWORTH CTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTH CTY BRASS CAPY=338039.683X=794799.123 PLE384 PLE385PLE382PLE381 PLE380PLE383 TLE378TLE377TLE376TLE375TLE374TLE373 P.L.PLE452PLE453PLE454PLE455 P.L. S89°10'17"E 2622.20' PLE452PLE453PLE454336227.414336235.191336223.420795390.781795430.018795432.351PLE455336215.643795393.114 N00°17'59"E 850.69' S89°10'17"E 694.70' S78°47'16"W 55.46' N78°23'07"E 591.86' N00°17'59"E 1826.96' STA: 705+12.88STA: 706+12.17 STA: 708+79.05 26 26 27 27 PLE FOR DRAINAGE480 SQ. FT. PLE FOR DRAINAGE1130 SQ. FT. PLE FOR DRAINAGE461 SQ. FT. TLE FOR SLOPING1093 SQ. FT. 43.51' POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETIONOF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OFTHE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: 1/4 LINE 1/4 LINE AT&T WI ESMTDOC 221749 510 501 Page 99 of 105 ZA 78900001W.H.J. PROPERTIES LLC ZA 119100001JOHN TYSHENKO JR 221750635628 ZA 194200001DECORUM LAKEGENEVA LLCCSM 1942 386039 369361 ZYUP 00107FRANKLIN DGUSKE SRTRUST ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131CITY OF LAKE GENEVA ZYUP 00131 ZOP 00385CATHOLIC CHURCH 696698700702704706708710712714 FO FO G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W MHSIGN W W WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.15SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________12060LAYOUT NAME - 4.15 60 DETAIL 4 GN 23 SW 1/4 OF THE NW 1/4 OF SECTION 31-2-18SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18 1/16TH LINE 1/16TH LINE1/16TH LINE PT: 698+70.45IP66 IP65IP64 IP62 IP60 IP53 IP57 FOUND MONUMENT TABLEPOINT5357606264IP 1"IP 1" Y COORDS336423.557336165.043336266.495336207.439336147.792 X COORDS796375.633795923.310795582.990795287.895794989.127 DESCRIPTION 65IP 1"336134.446794922.261FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER66IR 5/8"336116.516794821.637 COORDINATE TABLEPOINTTLE365PLE449PLE450TLE391TLE392TLE397TLE398 Y COORDS336212.745336339.958336300.777336363.048336348.355336524.519336500.030 X COORDS794789.563795408.485795416.538795520.826795523.846796380.929796385.962 P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. N78°42'30"E 2108.68' N78°42'30"E 2108.68' IR 5/8"IR 5/8"IR 5/8" GAS ESMTDOC 386039 TLE365 PLE449PLE450 TLE391TLE392 TLE397TLE398 TRTR36312N17E2N18E TTRTRRTR253036312N17E2N18E2N17E2N18E N00°17'59"E 1826.96' TLE FOR SLOPING26463 SQ. FT. 2726 24 26MATCH LINE SEE SHEET 4.10 STA. 697+67.71 CURVE 4PI STA = 696+76.97Y = 336123.785X = 794699.404DELTA = 11°38'56" LTD = 3°00'00"T = 194.82'L = 388.30'R = 1909.90'PC STA = 694+82.15Y = 336124.999X = 794504.586PT STA = 698+70.45Y = 336161.931X = 794890.455 CURVE 4PI: 696+76.97 FOUND WALWORTH CTY BRASS CAPY=335405.343X=794785.338 FOUND WALWORTH CTY BRASS CAPY=338039.683X=794799.123 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATEREFERENCE SYSTEM COORDINATES (WISCRS), WALWORTH COUNTY,NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34"X 24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BEPLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THEPERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLICLAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONGAND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEINGIMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDEDMAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BEA TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDINGRIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR ANACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THEPLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TOALL AREAS OF ACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLATDETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAYPOINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: HWYSTH 50ORIGINAL PLAT OF GENEVABASIS OF EXISTING R/WWIDTH100'63'18401840DATEORIGINAL PLAT OF GENEVAN CURTIS40'1947LAKE GENEVA GOLF HILLSWEST DR Page 100 of 105 718 FO FO FO FO FO FO SIGNSIGN ZA 129400002EVERGREEN BP LLC1049448 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC 526956 685617 PYLON SIGNEASE ZA 326300001GNI OF LAKE GENEVA LLC NGH 00013CHRISTOPER A CRUM 335 338 712714716718720722724726 N78°42'30"E 2108.68' N74°44'27"E 222.08'N84°00'04"E 186.06' N73°30'43"E 657.69' FO FO FO FO FO FO FO FO FO FO FO FOSIGNSIGN NGH 00013CHRISTOPER A CRUM WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.16SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________10050LAYOUT NAME - 4.16 50 4 GN CURVE 528 29 30 3132 PI: 720+79.20PC: 719+79.13PT: 721+79.13PI: 723+65.19Y=336624.310X=797341.014 PI: 725++87.27Y=336682.759X=797555.268 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS), WALWORTHCOUNTY, NAD 83 (2011) IN US SURVEY FEET, VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRIDDISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISE NOTED,AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TOTHE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER "SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVED FROMFILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OFEXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATEFIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSIN DEPARTMENT OFTRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ON THERIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROL ARELISTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES. NOTES: FOUND MONUMENT TABLEPOINT 44484950 IP 3/4" IR 1/2" Y COORDS 336531.532336710.136336595.728336530.675336518.104 X COORDS 797127.832796786.250796863.476796902.407796840.476 DESCRIPTION 51IP 1"336490.781796706.457FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER52IP 1"336468.899796598.750 IP 1" IR 5/8""MAG NAIL COORDINATE TABLEPOINT 399400TLE401TLE402TLE403PRW404405PRW406PRW407408 Y COORDS 336574.813336533.962336572.814336607.002336618.776336599.928336596.362336587.630336593.550336548.745 X COORDS 796958.315796753.721796745.964796804.687796863.520796863.613796863.631796819.996796831.745796827.760456TLE457TLE458TLE459336562.386336530.675336504.057336504.114796896.075796902.407796902.095796897.096TLE460336528.595796892.183 CSM 3263 LOT 1CSM 2973DOC 379822LOT 1CSM 2184DOC. 238417 IP48 28 400 408 P.L. P.L. PRW407PRW406TLE401 TLE402TLE403PRW404405FEE FOR SIDEWALK135 SQ. FT. TLE FOR SLOPING1845 SQ. FT. STA: 718+46.00 STA: 717+70.50 IP49P.L. P.L. TLE457 TLE458TLE459 TLE460 456 TLE FOR PAVING197 SQ. FT.29 STA: 719+15.66 504505IP50 IP47 IP45 IP44 IP48 IP35 IP29IP28IP27IP34IP49IP50IP51IP52 HWYSTH 50CSM 1294, 2184, 2973, 3263BASIS OF EXISTING R/WWIDTHVARIES66'1978VARIESDATECSM 1294PELLERVARIES1999CSM 3263N EDWARDS20'LAKE GENEVA GOLF HILLSEAST DR1947 TR312N 18E TR302N18ETR312N18E FOUND WALWORTHCTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=337998.248X=797403.299 TLE397TLE398 IP53371387 MATCH LINE SEE SHEET 4.13 STA. 711+02.03 1/4 LINE 1/16TH LINE 1/4 LINE 1/16TH LINE 1/16TH LINE 399 27282934354547 53 371387TLE397TLE398336403.076336440.898796098.197796098.267336524.519336500.030796380.929796385.962IR WISDOT CAPIR WISDOT CAP336538.814797395.557336554.545797402.179336559.576797613.598336803.773797616.991336775.494796622.012336529.646796530.246IP 1"IP 1" 336423.557796375.633IR 5/8" IR 5/8" IR 5/8" CURVE 5PI STA = 720+79.20Y = 336594.407X = 797056.450DELTA = 5°17'34" RTD = 2°38'47"T = 100.07'L = 200.00'R = 2165.06'PC STA = 719+79.13Y = 336574.813X = 796958.316PT STA = 721+79.13Y = 336604.866X = 797155.973 DETAIL 4.16.01DETAIL 4.16.02 4.16.02 4.16.01 SHEET 4.17 STH 50 STA: 714+32.44 LOCKWOOD BLVD STA: 10+00 STH 50 STA: 719+32.44 EAST DR STA: 30+00 STH 50 STA: 723+49.13 N EDWARDS BLVD STA: 20+00 STH 50 STA: 723+61.68STH 120 STA: 337+79.72456400408 AT&T WISCONSINNO RECORD OF EASEMENTPARCEL 29504LAKE GENEVA UTILITY COMMISION-SEWERNO RECORD OF EASEMENTPARCEL 29505 0 20 0 20 SIGN EXC.FROM TLE WINDSTREAMNO RECORD OF EASEMENTPARCEL 28510 510LOT 2CSM 1294 Page 101 of 105 ZA 297300001GNI OF ELEVENTH LLCZA 218400001SUNDANCE INC ZA 326300001GNI OF LAKE GENEVA LLC 338 722 724 726 FOFOG FO FO FOEFO WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY: WALWORTHCONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBER 3170-09-20DATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : PLAT-STH 50_3170-09-0022.DWGFILE NAME : 9/3/2025 10:50 AMPLOT DATE :PLOT BY :STEVE 4 PLAT SHEET 4.17SHEET STH 5001/20/2025_______________________________________________________________________________________________________________________________________________________________________________________________________________4020LAYOUT NAME - 4.17 20 DETAIL 4 GN SE 1/4 OF THE NW 1/4 OF SECTION 31-2-18SW 1/4 OF THE NE 1/4 OF SECTION 31-2-18 1/16TH LINE1/16TH LINE TR312N 18E TR302N18ETR312N18E FOUND WALWORTHCTY BRASS CAPY=335367.419X=797407.264 FOUND WALWORTH CTY BRASS CAPY=337998.248X=797403.299 PT: 721+79.13PI: 720+79.20 PI STA = 720+79.20Y = 336594.407X = 797056.450DELTA = 5°17'34" RTD = 2°38'47"T = 100.07'L = 200.00'R = 2165.06'PC STA = 719+79.13Y = 336574.813X = 796958.316PT STA = 721+79.13Y = 336604.866X = 797155.973 PI: 723+65.19 PI: 725+87.27 N84°00'04"E 186.06' N74°44'27"E 222.08' N73°30'43"E 657.69' IP34 IP27IP28 IP29 FOUND MONUMENT TABLEPOINT272829IR 3/4" WISDOT CAPIR 5/8" Y COORDS336538.814336554.545336559.576 X COORDS797395.557797402.179797613.598DESCRIPTION FOUND MONUMENT INFO SHOWN REPRESENTS TYPE ANDLOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPRTY CORNER34IP 1"336531.532797127.832IR 3/4" WISDOT CAP N00°05'11"W 1356.39' 412413 417 418 422425 410411 414 Y=336624.310X=797341.010 Y=336682.760X=797555.270 COORDINATE TABLEPOINT410411412413414PRW415PRW416417418PRW421422PRW423PRW424425TLE426TLE427TLE428PRW429 Y COORDS336641.859336639.269336634.923336611.774336753.404336782.710336757.660336542.523336506.702336542.054336554.586336554.722336532.132336538.881336555.414336550.927336534.055336512.876 X COORDS797405.343797395.848797379.917797221.724797364.712797362.880797394.065797229.002797276.520797224.641797401.834797407.317797397.791797395.210797435.206797418.596797400.978797395.251 PRW419336502.941797276.526 430 430336624.310797341.014 30 PYLON SIGN ESMTDOC 685617 UTILITY ESMTDOC 116423ELECTRIC/SPECTRUM ESMTDOC 526956 3132 FEE FOR SIDEWALK434 SQ. FT. TLE FOR SLOPING121 SQ. FT.FEE FOR SIDEWALK113 SQ. FT.FEE FOR SIDEWALK187 SQ. FT. PRW421 PRW419 PRW415 PRW416 TLE428PRW424 TLE427TLE426PRW429 PRW423 504 504 WE ENERGIES - GASDOC. NO RECORD OF EASEMENTPARCEL 32501AT&T WISCONSINNO RECORD OF EASEMENT-PARCEL 30,31,32504 504501 1/4 LINE FENCE AND WALLEXC. FROM TLE POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), WALWORTH COUNTY, NAD 83 (2011) IN US SURVEY FEET,VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRIDDISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 34" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECTRIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THEHIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER"SURVEYS" OF THE PUBLIC RECORD.DIMENSIONING FOR THE NEW RIGHT-OF-WAY IS MEASURED ALONG ANDPERPENDICULAR TO THE NEW REFERENCE LINES.PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWNFROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLICRECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTYLINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FORAN ACCURATE FIELD SURVEY.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PLANNING UNITOF THE WISCONSIN DEPARTMENT OF TRANSPORTATION OFFICE IN WAUKESHA.PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OFACQUISITION, AS NOTED ON THE RIGHT-OF-WAY PLAT DETAILS / DETAIL PAGES.INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OFREFERENCE AND ACCESS CONTROL ARE LISTED ON THE RIGHT-OF-WAY PLAT DETAILS /DETAIL PAGES. NOTES: SPECTRUMDOC. 526956PARCEL 32NO RECORD OF EASEMENT PARCEL - 31507LAKE GENEVA UTILITY COMMISSION-WATERDOC. 116423PARCEL 32506 507 507500 ALLIANT ENERGY - ELECNO RECORD OF EASEMENT PARCEL - 31DOC. 526956 - PARCEL 32500 500 Page 102 of 105 Page 103 of 105 180 Washington Valley Road, Bedminster, NJ 07921 April 13, 2026 Lake Geneva Water Commission Attn: Josh Gajewski Site Name:MWWI-142801 Contract: 25160 Dear Josh, I am following up with you regarding our recent telephone conversation setting forth Verizon Wireless’s Lease Renewal. As discussed during our conversation, Verizon Wireless is interested in making certain modifications to the cell site lease regarding the Verizon Wireless communications facility on your property to extend the lease. These lease modifications will allow the cell site on your property to better meet Verizon Wireless’s current operational needs and enhance its long-term value to the overall network. Criteria for Cell Site Retention As we discussed, Verizon Wireless would like to include this site in its long -term portfolio under the following terms: ● New Rent Amount: $3,000.00 per month, commencing on (4/1/2028) ● New Rent Escalator: Five Percent (5%) every 1 years (next increase on 4/1/2029) ● Additional Renewal Terms: Four (4) additional Five (5) year renewal terms ● Lump Sum Payment Option : Provide a one -time lump sum payment of $1,000,000.00. In return, you will grant a perpetual easement on your property. The foregoing proposal does not constitute a binding offer to amend the lease. No legal obligation is created by this letter or any other written or oral communications until a written amendment to the lease has been signed by both Landlord and Verizon Wi reless. Verizon Wireless will continue to abide by the terms of the current lease until an amendment has been executed or the existing lease has been terminated or expires. Verizon Wireless values its affiliation with you and hopes that you choose to secure your site(s) to continue a long and mutually profitable relationship in the years to come. After having reviewed this proposal, please contact me prior to April 21, 2026 Sincerely, Lynne Rush Lease Consultant Lease Optimization/National Renewals – CENREV O (469)-421-9101 Page 104 of 105 180 Washington Valley Road, Bedminster, NJ 07921 Page 105 of 105