Common Council Meeting 09 08 2026 — Agenda Packet

Office of the Clerk/Treasurer W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0770 COMMON COUNCIL MEETING NOTICE AND AGENDA Tuesday, September 8, 2026 7:30 PM Pewaukee City Hall Common Council Chambers W240N3065 Pewaukee Road, Pewaukee, WI 1. Call to Order and Pledge of Allegiance 2. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 3. New Business 3.1 Direct Public Administration Associates to Negotiate with Selected City Administrator Candidate [Mayor Bierce / Anderson] 3.2 Approval of Resolution 26-09-24 Requesting Exemption from the 2026 Waukesha County Library Tax Levy for 2027 Purposes and Committing to Required Funding of at Least $885,669 for the Pewaukee Public Library [Klein / Champe] 3.3 Approve the Accounts Payable Listing Submitted September 8, 2026 [Tarczewski] 4. Water & Sewer 4.1 Discussion and Possible Action to Reallocate Funds in the Amount of $49,575.80 from the Spice Creek Lift Station Rehabilitation Project to the Broken Hill Lift Station Pump Replacement Project [Kincaid] 4.2 Discussion and Possible Action to Reallocate Funds; Taking $167,500 from the Water Utility - Well No. 4 & 7 Rehabilitation Project and $137,500 from the Sewer Utility - Meadowbrook Lift Station Rehabilitation / Replacement Project to Upgrade the SCADA Software and Hardware System. [Kincaid] 5. Plan Commission Reports and Recommendations 5.1 Discussion and Possible Action Regarding a Certified Survey Map for Waukesha State Bank for the Purpose of Combining Two Lots on the Former Ruekert Mielke Property Located at W233 N2080 Ridgeview Parkway (PWC 0953-984-007 & PWC 0953-984-008) [Fuchs] 5.2 Discussion and Possible Action Regarding Re-Approval of the Shorepoint Church Certified Survey Map for Property Located on the Southwest Corner of Duplainville Road and Capitol Drive (PWC 0912-983, PWC 0912-984, and PWC 0912-985) Originally Approved on 11/21/2024 [Fuchs] 6. Bike and Pedestrian 6.1 Discussion and Possible Action to Approve Resolution 26-09-25 to Amend Resolution 25-12-32 (Originally Approved December 1, 2025) Authorizing Acquisition of Real Property Interests within Page 1 of 71 the City of Pewaukee, Waukesha County, Wisconsin for the Meadowbrook-Prospect Trail Extension Project [Wagner] 7. Engineering 7.1 Discussion and Possible Action Regarding Shorepoint Church Development [Wagner] 1. Approve the Developer's Agreement. 2. Establish the Financial Guarantee in the Amount of $412,842.20. 7.2 Discussion and Possible Action Establishing the 2027 Garbage and Recycling Collection Rates with Johns Disposal. [Wagner] 8. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 9. Closed Session – You are hereby notified that the Common Council and staff of the City of Pewaukee will convene into closed session after all regular scheduled business has been concluded and upon motion duly made and seconded and acted upon by roll-call vote as required under 19.85(1)(a), Stats. The purpose of the closed session is for the following: • §19.85(1)(e): Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session, specifically with regard to potential intermunicipal agreement(s) related to fire and rescue services. • §19.85(1)(c): Considering employment, promotion, compensation or performance evaluation data of any public employee over which the governmental body has jurisdiction or exercises responsibility specifically related to retirement benefits payment. You are further notified that at the conclusion of the Closed Session, the Common Council may convene into open session pursuant to 19.85(2), Stats., for possible additional discussion and action concerning any matters discussed in closed session and for adjournment. 10. Adjournment Kelly Tarczewski Clerk/Treasurer September 3, 2026 NOTICE It is possible that members of other governmental bodies of the municipality may be in attendance to gather information that may form a quorum at the above stated meeting. No action will be taken by any governmental body other than the governmental body specifically referred to above in this notice. Any person who has a qualifying disability under the Americans with Disabilities Act that requires the meeting or materials at the meeting to be in an accessible format must contact the Clerk/Treasurer, Kelly Tarczewski, at (262) 691-0770 three business days prior to the meeting so that arrangements may be made to accommodate your request. Page 2 of 71 To: Chief Elected Officials/Administrators in Municipalities with Libraries, Library Directors From: Brittany Larson, Bridges Library System Director Re: Waukesha County Library Tax Exemption Notice Date: August 17, 2026 Annually, Waukesha County sets a special levy for library services. The funds are distributed to public libraries to compensate them for use by non-residents of their communities. State law (ss. 43.64(2) Wisc. Statutes) provides that municipalities with libraries may avoid double taxation and exempt themselves from this special levy if they meet certain conditions: x Exempting library municipalities must levy and expend an amount equal to or greater than the mill rate set by Waukesha County in the preceding year with the exception of joint libraries whose participating municipalities have an alternate option for exempting which is to levy and expend an amount not less than the average of the previous 3 years (ss.43.64 (2)(c)). x Exempting library communities are required to provide written notification to the county annually. x The County Code requires that the notification be from the local governing body rather than from the clerk alone. x The County Code also requires a deadline of September 30 so that the County Executive Budget available to supervisors and the general public can properly reflect the county library taxation levels in the Adopted Budget in November. x Exempting communities must also have a library that meets or exceeds minimum service levels and quality assurance standards (included in the Waukesha County Library Services Plan formally adopted by the Waukesha County Board of Supervisors in 2022) which are certified by the library board. (The libraries have already received their standards certification letters.) If you would like to exempt your municipality from the Waukesha County library tax, the form (on page 2), Request for Exemption from Waukesha County Library Levy 2026 Tax for 2027 Purposes must be completed, approved by the municipality’s governing body, signed, and returned to Bridges Library System no later than September 30, 2026. A copy of your adopted municipal ordinance or resolution certifying that your library appropriation meets or exceeds the requirements is also required. Email submission is acceptable as long as the form includes the actual signature. Thank you for providing library services to our citizens. Strong libraries build strong communities and your commitment to support your library is vital and valued! Page 3 of 71 Request for Exemption from Waukesha County Library Levy 2026 Tax for 2027 Purposes Name of Community: Name of library: We recognize that, pursuant to 43.64 of Wisconsin Statutes, to obtain an exemption from the 2026 county library levy for 2027 purposes, the municipality must certify that during budget year 2027, its library will be provided and be allowed to expend no less than the county library tax rate in the prior year, $0.201234 per $1,000 Equalized Value. In the case of a joint library, an alternate exemption option exists pursuant to ss 43.64 (2) (c). Under this language, each participating municipality in the joint library has the option to certify that during its budget year 2027, the library will be provided and allowed to expend no less than the average of the funding levels of the previous 3 years. We further recognize that, pursuant to state law, listed funding must be only from municipal sources, not the entire library budget. Reported amounts must exclude fines, fees, and other revenues. Capital expenditures are excluded as well. I am authorized to certify that the governing body of the municipality has enacted an ordinance or resolution pledging that it will appropriate and allow the library to expend no less than a rate of $0.201234 per $1,000 of the actual state Equalized Value amount for the community that was published by the state by August 15, 2026 or, in the case of a joint library whose municipality may choose this option, that the participating municipality will appropriate and allow the library to expend no less than the average of the funding levels of the previous 3 years. The community meets its requirement stated above and is therefore eligible for exemption from the 2026 Waukesha County library levy. _______________________________________________________________________________ Name and Title of Person filling out this form: ___________________________________________________ ________________ Signature Date This form, along with a copy of the municipal resolution/ordinance, must be filed no later than September 30, 2026. Send to: Bridges Library System 741 N. Grand Avenue, Suite 210 Waukesha, WI 53186 Or email to blarson@bridgeslibrarysystem.org Page 4 of 71 Library Exemption Resolution 26-09-24 Page 1 STATE OF WISCONSIN CITY OF PEWAUKEE WAUKESHA COUNTY RESOLUTION NO. 26-09-24 A RESOLUTION COMMITTING TO REQUIRED FUNDING FOR THE PEWAUKEE PUBLIC LIBRARY AND REQUESTING EXEMPTION FROM THE 2026 WAUKESHA COUNTY LIBRARY TAX LEVY FOR 2027 PURPOSES WHEREAS, the Common Council of the City of Pewaukee recognizes that pursuant to §43.64, Wis. Stats. and Section 761m.43.64 (2)(c), in order for the City of Pewaukee to obtain an exemption from the Waukesha County library levy for the year 2026 for 2027 purposes, the Common Council must certify that it will expend no less than the average of the funding levels of the previous three years; and WHEREAS, the City of Pewaukee funded the Pewaukee Public Library $896,675 in 2024 and $869,867 in 2025 and $890,466 in 2026 with the average of the three years being $885,669; and WHEREAS, the Common Council further recognizes that pursuant to state law, listed funding for the Pewaukee Public Library must come only from municipal sources and must exclude fines, fees and other revenues as well as capital expenditures. THEREFORE, BE IT HEREBY RESOLVED by the City of Pewaukee Common Council that it pledges to appropriate and allow the Pewaukee Public Library to expend no less than $885,669, thereby exempting the City of Pewaukee from the 2026 Waukesha County library levy for 2027 purposes. Dated this 8 th day of September 2026. C I T Y O F P E W A U K E E ______________________________________ Steve Bierce, Mayor ATTEST: ____________________________ Kelly Tarczewski, Clerk/Treasurer Page 5 of 71 1/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 1ST AYD 8/10/2026 PSI890379 FD OPERATING SUPPLIES 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $2,588.32 1ST AYDTotal for: $2,588.32 A&M CLEANING SOLUTIONS 8/26/2026 325814 HWY JANITORIAL CLEANING 100-53100-52400 HIGHWAY - CONTRACTED JANITORIAL $906.67 230-53650-52400 CONTRACTED JANITORIAL $453.33 A&M CLEANING SOLUTIONSTotal for: $1,360.00 AECOM TECHNICAL SERVICES, INC 8/20/2026 2001168111 ENG LEXINGTON/TAKOMA PH 2 420-57568-58210 LEXINGTON/TAKOMA PH 2 $876.18 AECOM TECHNICAL SERVICES, INCTotal for: $876.18 AIR ONE EQUIPMENT 8/19/2026 239271 FD EQUIP RPR 100-52230-52430 FIRE PROTECTIVE SERVICES - EQUIP REPA $50.00 8/19/2026 239459 FD EQUIP RPR 100-52230-52430 FIRE PROTECTIVE SERVICES - EQUIP REPA $179.90 8/10/2026 239149 FD EQUIP RPR 100-52230-52430 FIRE PROTECTIVE SERVICES - EQUIP REPA $166.00 AIR ONE EQUIPMENTTotal for: $395.90 AIRGAS USA 8/10/2026 9174049618 FD OXYGEN 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $330.36 AIRGAS USATotal for: $330.36 ALL-WAYS CONTRACTORS, INC 8/12/2026 65873 HWY DITCH MAINT 230-53652-53520 DITCH & CULVERT MAINT - DITCH MAINTE $66.00 8/12/2026 65793 HWY GROUNDS MAINT 100-53100-52420 HIGHWAY - GROUNDS MAINTENANCE $110.00 8/12/2026 66115 HWY DITCH MAINT 230-53652-53520 DITCH & CULVERT MAINT - DITCH MAINTE $88.00 8/26/2026 PMT 2 TAKOMA HILLS ENG TAKOMA HILLS PHASE 2 420-57568-58210 LEXINGTON/TAKOMA PH 2 $765,605.20 ALL-WAYS CONTRACTORS, INCTotal for: $765,869.20 AT&T MOBILITY 8/26/2026 2873156211890815202 SW INTERNET/CELL SCADA/TELEMETRY MAINT 600-10678-52100 TRANS & DIST MAINT-SCADA MAINT $24.76 650-01831-52100 SCADA/TELEMETRY MAINT $24.76 600-10921-52230 ADMIN & GEN OPS-PHONE, INTERNET CEL $313.69 650-10921-52230 ADMIN & GEN OPS PHONE INTERNET CELL $313.69 AT&T MOBILITYTotal for: $676.90 AT&T MOBILITY CC 8/18/2026 GHZ072026 IT TELEPHONE/CELL 650-10921-52230 ADMIN & GEN OPS PHONE INTERNET CELL $68.95 600-10921-52230 ADMIN & GEN OPS-PHONE, INTERNET CEL $68.98 230-53650-52260 TELEPHONE & CELL $64.87 100-53110-52260 ENGINEERING - PHONE & CELL $65.00 Page 6 of 71 2/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 100-52400-52260 BUILDING SERVICES - PHONE & CELL $19.98 100-52210-52270 FIRE ADMINISTRATION - MDC AIR CARDS $587.72 100-51450-52260 IT - PHONE & CELL $9.99 100-51420-52260 CLERK/TREASURER - TELEPHONE & CELL $31.99 100-51410-52260 ADMINISTRATOR - TELEPHONE & CELL $9.99 AT&T MOBILITY CCTotal for: $927.47 BENJAMIN REMPE 8/26/2026 082126 P&R SOFTBALL UMPIRE 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $784.00 BENJAMIN REMPETotal for: $784.00 BOUCHER CHEVROLET 8/10/2026 864883 FD VEHICLE REPAIR 100-52230-52440 FIRE PROTECTIVE SERVICES - VEHICLE RE $89.95 BOUCHER CHEVROLETTotal for: $89.95 BREDAN MECHANICAL SYSTEMS INC 8/11/2026 3260382 IT CH AC REPAIRS 100-51600-52410 CITY HALL - BUILDING REPAIRS & MAINT $3,231.63 BREDAN MECHANICAL SYSTEMS INCTotal for: $3,231.63 BRIANNA PIENKOWSKI 8/11/2026 08112026 P&R JULY & AUG MILEAGE 100-55300-53300 RECREATION PROGRAM - MILEAGE $325.53 BRIANNA PIENKOWSKI Total for: $325.53 BUELOW VETTER BUIKEMA OLSON & VLIET 8/11/2026 316 HR ATTORNEY FEES 100-51430-52100 ATTORNEY'S FEES $3,369.50 BUELOW VETTER BUIKEMA OLSON & Total for: $3,369.50 CENTER FOR PUBLIC SAFETY 8/10/2026 05-20663 FD CPSI ACCREDITATION 100-52210-53450 FIRE ADMINISTRATION - CPSI ACCREDIATI $5,836.41 CENTER FOR PUBLIC SAFETYTotal for: $5,836.41 CHARLIE DWYER 8/10/2026 08/6/2026 BLD JULY 2026 MILEAGE 100-52400-53300 BUILDING SERVICES - MILEAGE & FUEL $108.75 CHARLIE DWYERTotal for: $108.75 CHERRIE LARSON 8/11/2026 08/03/2026 P&R FAMILY GET TOGETHER CLASS 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $75.00 CHERRIE LARSONTotal for: $75.00 CINTAS 8/18/2026 5353893203 HWY MED CABINET 230-53650-53400 OPERATING SUPPLIES $59.70 100-53100-53400 HIGHWAY - OPERATING SUPPLIES $119.42 CINTASTotal for: $179.12 CINTAS CORP Page 7 of 71 3/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 8/12/2026 5352351205 SW OFFICE SUPPLIES 650-10921-53100 ADMIN & GEN OPS-OFFICE SUPPLIES $52.68 100-51430-53480 EMPLOYEE SERVICES - SAFETY PERSONAL $105.35 600-10921-53100 ADMIN & GEN EXPS OPS-OFFICE SUPPLIES $52.68 CINTAS CORPTotal for: $210.71 CITY OF BROOKFIELD 8/12/2026 20261391 SW SEWER SERVICE CHARGE 650-01827-52340 SEWER SERVICE CHARGE - BROOKFIELD $228,448.02 CITY OF BROOKFIELDTotal for: $228,448.02 CITY OF WAUKESHA ENGINEERING DEPT 8/11/2026 08072026 ENG ARROWHEAD TRAILS SEWER 650-00232-21124 WAUKESHA/LPDS PAYABLE $5,018.37 CITY OF WAUKESHA ENGINEERING DTotal for: $5,018.37 CIVICLENS LLC 8/11/2026 2026-519 IT GIS BACKUP RENEWAL 100-51450-52480 IT - SOFTWARE MAINTENANCE & UPDATES $1,200.00 CIVICLENS LLCTotal for: $1,200.00 CONCENTRA MED COMPLIANCE ADMIN 8/11/2026 19288952 HR EMPLOYMENT EXAMS 100-51430-52150 EMPLOYEE SERVICES - EMPLOYMENT EXA $374.00 CONCENTRA MED COMPLIANCE ADMITotal for: $374.00 CONWAY SHIELD 8/19/2026 0556519 FD NEW EQUIP 100-52230-53950 FIRE PROTECTIVE SERVICES - NEW EQUIP $1,130.00 CONWAY SHIELDTotal for: $1,130.00 COOKING WITH MOORE 8/11/2026 2604 P&R ME & MY GROWN UP COOKING 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $252.00 COOKING WITH MOORETotal for: $252.00 COREY OIL 8/18/2026 422485 HWY FUEL 100-53100-53420 HIGHWAY - FUEL $3,222.85 8/18/2026 419943 HWY FUEL 100-53100-53420 HIGHWAY - FUEL $3,891.24 COREY OILTotal for: $7,114.09 CRETEX SPECIALTY PRODUCTS 8/18/2026 049672 HWY CATCH BASIN CLEANING 230-53655-53510 CATCH BASIN MAINT - CATCH BASIN CLEA $504.00 CRETEX SPECIALTY PRODUCTSTotal for: $504.00 DAN PLAUTZ CLEANING SERVICE 8/13/2026 9916 HR FACILITY CLEANING 100-51600-52400 CITY HALL - JANITORIAL SUPPLIES $2,873.00 DAN PLAUTZ CLEANING SERVICETotal for: $2,873.00 DAVID BROWN Page 8 of 71 4/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 8/26/2026 08212026 P&R SOFTBALL UMPIRE 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $308.00 DAVID BROWNTotal for: $308.00 DIVERSIFIED BENEFIT SERVICES, INC. 8/18/2026 487237 HR INSURANCE CONSULTANT 100-51930-52150 INSURANCE CONSULTANT $195.30 DIVERSIFIED BENEFIT SERVICES, INTotal for: $195.30 E LINDA UEBELE 8/13/2026 49065 P&R PROGRAM REFUND 100-00000-46721 PARK RECREATION PROGRAMS $55.00 E LINDA UEBELETotal for: $55.00 ELEVITY GORDON FLESCH CO INC 8/11/2026 C-ELE10257 IT SOFTWARE MAINT 100-51450-52480 IT - SOFTWARE MAINTENANCE & UPDATES $7,422.52 8/11/2026 C-ELE10256 IT MICROSOFT AUG 2026 100-51450-52480 IT - SOFTWARE MAINTENANCE & UPDATES $2,703.50 ELEVITY GORDON FLESCH CO INCTotal for: $10,126.02 ELLIOTTS ACE HARDWARE 8/10/2026 764766 FD OPERATING SUPPLIES 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $13.98 8/10/2026 764814 FD OPERATING SUPPLIES 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $37.10 8/26/2026 764238 SW BUILDING & GROUNDS 600-10611-52310 SOURCE MAINT-BUILDINGS AND GROUND $35.98 8/26/2026 764271 SW BUILDING & GROUNDS/RESERV/STANDPIP 600-10672-52400 TRANS & DIST MAINT-RESERVOIRS & STA $17.49 600-10611-52310 SOURCE MAINT-BUILDINGS AND GROUND $17.18 8/26/2026 764559 SW TRANS & DIST MAINT-RESERVOIRS & STANDPIP 600-10672-52400 TRANS & DIST MAINT-RESERVOIRS & STA $19.75 8/26/2026 764768 SW SUPPLIES AND EXPENSES 650-01827-53400 SUPPLIES AND EXPENSES $59.98 ELLIOTTS ACE HARDWARETotal for: $201.46 EMERGENCY LIGHTING & ELECTRONICS 8/19/2026 2407 FD EQUIP RPR 100-52230-52430 FIRE PROTECTIVE SERVICES - EQUIP REPA $750.00 EMERGENCY LIGHTING & ELECTRONITotal for: $750.00 FAMBRO MANAGEMENT 8/11/2026 3008245 P&R CONTRACTED SERVICES 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $792.00 FAMBRO MANAGEMENTTotal for: $792.00 FERGUSON WATERWORKS #1476 8/26/2026 0483745 SW MAINTENANCE OF GENERAL PLANT STRUCTURE 650-01834-52400 MAINTENANCE OF GENERAL PLANT STRUC $1,466.00 FERGUSON WATERWORKS #1476Total for: $1,466.00 FIRE SERVICE INC 8/10/2026 WI-28418 FD VEHICLE REPAIR Page 9 of 71 5/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 100-52230-52440 FIRE PROTECTIVE SERVICES - VEHICLE RE $677.53 FIRE SERVICE INCTotal for: $677.53 FLEMING'S FIRE 1, INC 8/19/2026 137420 FD BULDING RPRS 100-52210-52410 FIRE ADMINISTRATION - BUILDING REPAI $347.01 8/19/2026 137417 FD BUILDING RPRS 100-52210-52410 FIRE ADMINISTRATION - BUILDING REPAI $282.41 8/19/2026 137418 FD BUILDING RPR 100-52210-52410 FIRE ADMINISTRATION - BUILDING REPAI $276.15 8/19/2026 137419 FD BUILDING RPR 100-52210-52410 FIRE ADMINISTRATION - BUILDING REPAI $565.48 FLEMING'S FIRE 1, INCTotal for: $1,471.05 FOCUS TITLE LLC 8/11/2026 08102026 CT OVERPAYMENT ON SPECIAL ASSESSMENT 100-00000-21900 CLEARING $30.77 FOCUS TITLE LLCTotal for: $30.77 FORTE 8/26/2026 89184449 IT - EQUIP REPAIR & MAINT 100-51450-52430 IT - EQUIP REPAIR & MAINT $1,602.84 FORTETotal for: $1,602.84 FORWARD TS 8/10/2026 AR288108 FD COPIER 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $13.39 FORWARD TSTotal for: $13.39 FOTH INFRASTRUCTURE & ENVIRONMENT 8/18/2026 105940 SW ADMIN & GEN OPS-OUTSIDE ENGINEERING 600-10923-52170 ADMIN & GEN OPS-OUTSIDE ENGINEERIN $486.00 FOTH INFRASTRUCTURE & ENVIRONTotal for: $486.00 FROEDTERT HEALTH / 8/11/2026 00024280-00 HR EMPLOYEE WELLNESS PROG 100-51430-52700 EMPLOYEE SERVICES - EMPLOYEE WELLNE $450.00 FROEDTERT HEALTH /Total for: $450.00 GALLS LLC 8/19/2026 07010731202624 FD UNIFORMS 100-52230-53410 FIRE PROTECTIVE SERVICES - UNIFORMS $73.37 GALLS LLCTotal for: $73.37 GRAINGER 8/10/2026 9014969431 FD BUILDING REPAIRS 100-52210-52410 FIRE ADMINISTRATION - BUILDING REPAI $58.52 GRAINGERTotal for: $58.52 GRANITE TELECOMMUNICATIONS LLC 8/12/2026 758729951 SW SCADA/TELEMETRY MAINT 650-01831-52100 SCADA/TELEMETRY MAINT $79.02 600-10678-52100 TRANS & DIST MAINT-SCADA MAINT $79.02 Page 10 of 71 6/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description GRANITE TELECOMMUNICATIONS LLTotal for: $158.04 Halen Homes LLC 8/19/2026 BEB25-0009 BD CHECK REQUEST FOR BOND: BEB25-0009 100-00000-21110 AUDIT ACCOUNTS PAYABLE $2,000.00 8/19/2026 BEB25-0008 BD CHECK REQUEST FOR BOND: BEB25-0008 100-00000-21110 AUDIT ACCOUNTS PAYABLE $2,000.00 Halen Homes LLCTotal for: $4,000.00 HAWKINS, INC. 8/12/2026 7520960 SW MAINT OF TREATMENT EQUIP 600-10652-52400 TREATMENT MAINT-MAINT OF TREATMEN $2,076.13 8/12/2026 7520122 SW MAINT OF TREATMENT EQUIP 600-10641-53410 TREATMENT OPS-CHEMICALS $7,528.08 600-10652-52400 TREATMENT MAINT-MAINT OF TREATMEN $548.12 8/26/2026 7540209 SW TREATMENT OPS-CHEMICALS 600-10641-53410 TREATMENT OPS-CHEMICALS $4,678.45 HAWKINS, INC.Total for: $14,830.78 HOPKINS SPORTS CAMPS 8/11/2026 68012 P&R GOLF/SOCCER CAMP 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $2,124.00 8/11/2026 68011 P&R 1ST DOWN TOTS/FLAG FOOTBALL 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $417.00 8/11/2026 67949 P&R GOLF/VOLLEYBALL CAMP 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $1,800.00 8/11/2026 67741 P&R TRACK&FIELD/FLAG FOOTBALL 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $2,248.00 8/19/2026 68135 P&R BASKETBALL CAMP/HOOPSTER & BASEBALL TOTS 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $3,000.00 HOPKINS SPORTS CAMPSTotal for: $9,589.00 HURD, AMI 8/26/2026 08252026 CT AUGUST 2026 MILEAGE 100-51420-53300 CLERK/TREASURER - MILEAGE $22.04 HURD, AMITotal for: $22.04 HYDROCORP 8/12/2026 CI-14651 SW TRANS & DIST OPS-CROSS CONNECTION INSPEC 600-10664-52900 TRANS & DIST OPS-CROSS CONNECTION I $1,262.15 8/26/2026 CI-15238 SW TRANS & DIST OPS-CROSS CONNECTION INSPEC 600-10664-52900 TRANS & DIST OPS-CROSS CONNECTION I $1,262.15 HYDROCORPTotal for: $2,524.30 INDELCO PLASTICS CORPORATION 8/12/2026 INV0633217 SW MAINT OF TREATMENT EQUIP 600-10652-52400 TREATMENT MAINT-MAINT OF TREATMEN $184.29 INDELCO PLASTICS CORPORATIONTotal for: $184.29 J&L TIRE AND SERVICE CENTER 8/19/2026 391205 FD VEHICLE REPAIR 100-52230-52440 FIRE PROTECTIVE SERVICES - VEHICLE RE $289.95 J&L TIRE AND SERVICE CENTERTotal for: $289.95 Page 11 of 71 7/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description JEFFREY SOMENSKE 8/26/2026 08212026 P&R SOFTBALL UMPIRE 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $224.00 JEFFREY SOMENSKETotal for: $224.00 JOHNS DISPOSAL SERVICE 8/17/2026 08172026 CT YARD WASTE STICKERS 100-00000-48900 MISCELLANEOUS REVENUES $365.00 8/12/2026 2252045 ENG GARBAGE/RECYCLING 100-53620-52800 RECYCLE - GARBAGE COLLECTION $21,278.80 JOHNS DISPOSAL SERVICETotal for: $21,643.80 JOHNSON'S NURSERY 8/12/2026 07265150 HWY HAULING RECYCLABLES 100-53635-52900 SERVICE FEES $1,247.20 JOHNSON'S NURSERYTotal for: $1,247.20 JX ENTERPRISES, INC. 8/12/2026 12361335P HWY EQUIP RPR & MAINT 100-53100-52430 HIGHWAY - EQUIP REPAIR & MAINT $139.92 JX ENTERPRISES, INC.Total for: $139.92 KMB ELECTRIC 8/11/2026 26-32 IT BUILDING RPRS & MAINT 100-51600-52410 CITY HALL - BUILDING REPAIRS & MAINT $461.51 KMB ELECTRICTotal for: $461.51 KUJAWA ENTERPRISES INC 8/11/2026 615110 P&R GROUNDS MAINT 100-55200-52420 PARKS - GROUNDS MAINTENANCE $5,960.00 KUJAWA ENTERPRISES INCTotal for: $5,960.00 KWIK TRIP INC. 8/10/2026 JULY 2026 FD JULY 2026 FUEL 100-52230-53420 FIRE PROTECTIVE SERVICES - FUEL $8,986.90 KWIK TRIP INC.Total for: $8,986.90 LANGE ENTERPRISES, INC 8/18/2026 96138 HWY ROAD SIGNS & MARKINGS 100-53100-53720 HIGHWAY - ROAD SIGNS & MARKINGS $179.64 LANGE ENTERPRISES, INCTotal for: $179.64 LIFE-ASSIST INC 8/10/2026 2153271 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $83.75 8/10/2026 2158315 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $167.50 8/10/2026 2165742 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $377.76 8/10/2026 2165912 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $54.04 8/10/2026 2170415 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $981.27 8/10/2026 2170422 FD EMS OPERATING Page 12 of 71 8/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $320.65 8/11/2026 2171170 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $60.30 8/19/2026 2172575 FD EMS OPERATING 100-52230-53450 FIRE PROTECTIVE SERVICES - EMS OPERA $437.94 LIFE-ASSIST INCTotal for: $2,483.21 MASTERGRAPHICS 8/20/2026 INV256497 ENG OPERATING SUPPLIES 100-53110-53400 ENGINEERING - OPERATING SUPPLIES $202.87 230-53650-53400 OPERATING SUPPLIES $202.88 MASTERGRAPHICSTotal for: $405.75 MENARDS 8/18/2026 68263 HWY EQUIP RPR & MAINT 100-53100-52430 HIGHWAY - EQUIP REPAIR & MAINT $112.90 8/18/2026 68253 SW SOURCE MAINT-BUILDINGS AND GROUNDS 600-10611-52310 SOURCE MAINT-BUILDINGS AND GROUND $22.96 8/18/2026 68352 SW SOURCE MAINT-BUILDINGS AND GROUNDS 600-10611-52310 SOURCE MAINT-BUILDINGS AND GROUND $5.23 8/11/2026 67677 P&R FUEL 100-52230-53420 FIRE PROTECTIVE SERVICES - FUEL $108.93 8/11/2026 67456 FD MICROWAVE 100-52210-52410 FIRE ADMINISTRATION - BUILDING REPAI $119.98 8/11/2026 68017 P&R BUILDING RPRS & MAINT 100-55200-52410 PARKS - BUILDING REPAIRS & MAINT $81.45 8/11/2026 68016 P&R NEW EQUIP 100-55200-53950 PARKS - NEW EQUIPMENT $85.98 8/12/2026 68024 SW BUILDING & GROUNDS 600-10611-52310 SOURCE MAINT-BUILDINGS AND GROUND $10.95 8/12/2026 68019 SW SOURCE MAINT: BUILDINGS AND GROUNDS 600-10611-52310 SOURCE MAINT-BUILDINGS AND GROUND $24.17 8/12/2026 67813 SW MAINT OF TREATMENT EQUIP 600-10652-52400 TREATMENT MAINT-MAINT OF TREATMEN $32.78 8/26/2026 68760 SW TRANS & DIST MAINT-RESERVOIRS & STANDPIP 600-10672-52400 TRANS & DIST MAINT-RESERVOIRS & STA $179.26 8/26/2026 68778 SW SOURCE OPS- SUPPLIES AND EXPENSES 650-01827-53400 SUPPLIES AND EXPENSES $45.21 600-10603-53400 SOURCE OPS- SUPPLIES AND EXPENSES $45.21 8/26/2026 68781 SW MAINTENANCE OF GENERAL PLANT STRUCTURE 650-01834-52400 MAINTENANCE OF GENERAL PLANT STRUC $250.24 MENARDSTotal for: $1,125.25 MID-AMERICAN RESEARCH CHEMICAL 8/18/2026 0885493-IN HWY MISC OPERATING SUPPLIES 100-53100-53400 HIGHWAY - OPERATING SUPPLIES $565.37 MID-AMERICAN RESEARCH CHEMICATotal for: $565.37 MIKE HADLEY 8/10/2026 08062026 BLD JULY 2026 MILEAGE 100-52400-53300 BUILDING SERVICES - MILEAGE & FUEL $893.20 MIKE HADLEYTotal for: $893.20 MILLER-BRADFORD & RISBERG, INC 8/12/2026 P5549502 HWY SW EQUIP RPR & MAINT Page 13 of 71 9/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 230-53650-52430 EQUIPMENT REPAIR & MAINT $107.58 MILLER-BRADFORD & RISBERG, INCTotal for: $107.58 MUNICIPAL CODE ENFORCEMENT, LLC 8/26/2026 2001 BLD OTHER PROF JULY 2026 100-52400-52190 BUILDING SERVICES - OTHER PROFESSION $3,922.42 8/26/2026 1975 BLD OTHER PROF SERVICES 100-56300-52190 PLANNER - OTHER PROFESSIONAL SERVIC $555.00 MUNICIPAL CODE ENFORCEMENT, LLTotal for: $4,477.42 MUSSON BROTHERS INC 8/20/2026 26-10174.300 PMT 1 ENG SPRINGDALE ESTATES - GLENWOOD 420-57570-58210 SPRINGDALE ESTATES - GLENWOOD $466,403.11 MUSSON BROTHERS INCTotal for: $466,403.11 NAPA 8/11/2026 198203 FD OPERATING SUPPLIES 100-52230-53400 FIRE PROTECTIVE SERVICES - OPERATING $135.48 8/11/2026 198307 FD VEHICLE REPAIR 100-52230-52440 FIRE PROTECTIVE SERVICES - VEHICLE RE $1.10 NAPATotal for: $136.58 NATIONWIDE RETIREMENT SOLUTIONS 8/26/2026 PAYDATE 7.24.26 CT DEFERRED COMP 7.24.26 100-00000-21570 DEFERRED COMPENSATION $1,500.00 8/26/2026 PAYDATE 8.7.2026 CT DEFERRED COMP 8.7.26 100-00000-21570 DEFERRED COMPENSATION $1,500.00 8/26/2026 PAYDATE 8.21.26 CT DEFERRED COMP 8.21.26 100-00000-21570 DEFERRED COMPENSATION $1,500.00 NATIONWIDE RETIREMENT SOLUTIOTotal for: $4,500.00 NEVAEH DARBY 8/11/2026 08112026 P&R JUNE/JULY MILEAGE 100-55300-53300 RECREATION PROGRAM - MILEAGE $23.20 NEVAEH DARBYTotal for: $23.20 NORTHERN LAKE SERVICE, INC 8/12/2026 2613958 SW TREATMENT OPS-LABOR 600-10642-51200 TREATMENT OPS-LABOR $41.20 8/12/2026 2613711 SW WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $413.98 8/12/2026 2613626 SW TREATMENT OPS-WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $124.00 8/12/2026 2613435 SW TREATMENT OPS-WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $41.20 8/18/2026 2614125 SW TREATMENT OPS-WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $93.00 8/18/2026 2614331 SW PREPAYMENTS 650-00143-16200 PRE - PAYMENTS $800.00 8/18/2026 2614450 SW TREATMENT OPS-WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $465.00 8/26/2026 2614761 SW TREATMENT OPS-WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $93.00 8/26/2026 2615020 SW TREATMENT OPS-WATER TESTING & LAB EXPS 600-10642-52310 TREATMENT OPS-WATER TESTING & LAB E $31.00 Page 14 of 71 10/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description NORTHERN LAKE SERVICE, INCTotal for: $2,102.38 ODP BUSINESS SOLUTIONS LLC 8/11/2026 478111648001 CT OFFICE SUPPLIES 100-51420-53400 CLERK/TREASURER - OPERATING SUPPLIE $26.08 ODP BUSINESS SOLUTIONS LLCTotal for: $26.08 PARKING LOT MAINTENANCE 8/12/2026 INVPLM5900 HWY CULVERT REPLACEMENT 230-53652-53510 DITCH & CULVERT MAINT - CULVERT REPL $5,970.00 PARKING LOT MAINTENANCETotal for: $5,970.00 PREMIUM WATERS, INC 8/11/2026 363494274 P&R WATER 100-55200-53400 PARKS - OPERATING SUPPLIES $65.49 PREMIUM WATERS, INCTotal for: $65.49 PROVEN POWER, INC. 8/18/2026 02-538199 HWY SW EQUIP RPR & MAINT 230-53650-52430 EQUIPMENT REPAIR & MAINT $60.59 PROVEN POWER, INC.Total for: $60.59 QUADIENT LEASING USA, INC 8/17/2026 Q2436988 CT EQUIP RPR & MAINT 100-51420-52430 CLERK/TREASURER - EQUIP REPAIR & MAI $486.93 QUADIENT LEASING USA, INCTotal for: $486.93 R&R INSURANCE SERVICES 8/17/2026 3452618 CT WORKERS COMP 100-51930-55110 WORKER'S COMPENSATION $17,018.00 R&R INSURANCE SERVICESTotal for: $17,018.00 R.A. SMITH & ASSOC., INC. 8/12/2026 197070 ENG PEDESTRIAN CROSSING @ NETTESHEIM 440-57635-58210 PEDESTRIAN CROSSING @ NETTESHEIM $1,018.19 R.A. SMITH & ASSOC., INC.Total for: $1,018.19 REBECCA HOWARD 8/11/2026 08112026 P&R JUNE 2026 MILEAGE 100-55300-53300 RECREATION PROGRAM - MILEAGE $456.75 REBECCA HOWARDTotal for: $456.75 RELIANT FIRE APPARATUS 8/11/2026 INV-WI-9174 FD VEHICLE REPAIR 100-52230-52440 FIRE PROTECTIVE SERVICES - VEHICLE RE $959.07 RELIANT FIRE APPARATUSTotal for: $959.07 RUEKERT & MIELKE, INC. 8/12/2026 165010 ENG OUTSIDE ENGINEERING 100-53110-52190 ENGINEERING - OUTSIDE ENGINEERING $454.60 8/12/2026 165009 ENG OUTSIDE ENGINEERING 230-53650-52190 OUTSIDE ENGINEERING $492.51 8/12/2026 165008 ENG SPRINGDALE ESTATES - GLENWOOD 420-57570-58210 SPRINGDALE ESTATES - GLENWOOD $19,421.45 Page 15 of 71 11/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description 8/12/2026 165007 ENG WETHERSFIELD 420-57569-58210 WETHERSFIELD PH. 1 $22,130.95 8/12/2026 165006 ENG LEXINGTON/TAKOMA PH 2 420-57568-58210 LEXINGTON/TAKOMA PH 2 $35,451.21 8/12/2026 165003 ENG OUTSIDE ENGINEERING 230-53650-52190 OUTSIDE ENGINEERING $506.56 8/12/2026 165002 ENG OUTSIDE ENGINEERING 230-53650-52190 OUTSIDE ENGINEERING $866.00 100-53110-52190 ENGINEERING - OUTSIDE ENGINEERING $7,909.62 8/12/2026 165001 ENG MEADOWBROOK FARMS PHASE 4 420-57557-58210 SPICE CREEK/MEADOWBROOK FARMS PH 4 $316.50 8/12/2026 165013 SW COMPUTER HARDWARE SOFTWARE 600-00391-18587 COMPUTER HARDWARE SOFTWARE $7,324.69 8/12/2026 165012 SW COMPUTER HARDWARE SOFTWARE 600-00391-18587 COMPUTER HARDWARE SOFTWARE $2,460.25 8/12/2026 165011 SW COMPUTER HARDWARE SOFTWARE 600-00391-18587 COMPUTER HARDWARE SOFTWARE $2,031.78 8/12/2026 165005 SW BLUEMOUND RD FOSTER CT TO BUSSE RD 600-00107-18150-26.6 BLUEMOUND RD FOSTER CT TO BUSSE RD $360.25 8/12/2026 165004 SW SCADA/TELEMETRY MAINT 650-01831-52100 SCADA/TELEMETRY MAINT $174.00 600-10678-52100 TRANS & DIST MAINT-SCADA MAINT $174.00 8/12/2026 165000 SW BLUEMOUND RD FOSTER CT TO BUSSE RD 600-00107-18150-26.6 BLUEMOUND RD FOSTER CT TO BUSSE RD $348.25 RUEKERT & MIELKE, INC.Total for: $100,422.62 RUSS'S MULCH & TOPSOIL 8/11/2026 6109 P&R WOOD CHIPS 100-55200-52420 PARKS - GROUNDS MAINTENANCE $756.00 RUSS'S MULCH & TOPSOILTotal for: $756.00 SCOTT ZETTL 8/26/2026 08212026 P&R SOFTBALL UMPIRE 100-55300-52190 RECREATION PROGRAM - CONTRACTED SE $840.00 SCOTT ZETTLTotal for: $840.00 SHERRIE SMAXWILL 8/20/2026 8182026 SW MILEAGE 600-10921-53300 ADMIN & GEN OPS-MILEAGE $15.96 SHERRIE SMAXWILLTotal for: $15.96 SHORT ELLIOTT HENDRICKSON INC 8/20/2026 514428 ENG GREENHILL/YENCH 420-57563-58210 GREENHILL/YENCH $9,915.42 SHORT ELLIOTT HENDRICKSON INCTotal for: $9,915.42 SITEONE LANDSCAPE SUPPLY LLC 8/12/2026 169684221-001 HWY SW DITCH MAINT 230-53652-53520 DITCH & CULVERT MAINT - DITCH MAINTE $642.90 SITEONE LANDSCAPE SUPPLY LLCTotal for: $642.90 SOFT WATER, INC. 8/19/2026 JULY 2339 2026 FD SALT 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $60.00 Page 16 of 71 12/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description SOFT WATER, INC.Total for: $60.00 SPRING CREEK CHURCH 8/11/2026 08072026 P&R BUILDING USE GYM/CLUBHOUSE 100-55300-53430 RECREATION PROGRAM - PROGRAM EXPEN $1,300.00 SPRING CREEK CHURCHTotal for: $1,300.00 STARK PAVEMENT CORP 8/18/2026 05075363 HWY ROAD REPAIRS 100-53100-53730 HIGHWAY - ROAD REPAIRS $649.65 STARK PAVEMENT CORPTotal for: $649.65 STRAND ASSOCIATES, INC 8/26/2026 0242326 SW LINDSAY WATER - PARK TO SWAN 600-00107-12814 LINDSAY WATER - PARK TO SWAN $230.31 8/26/2026 0242327 SW KOPMEIER SEWER PIPE REPAIR 650-00107-12837 KOPMEIER SEWER PIPE REPAIR $1,639.68 8/26/2026 0242328 SW PFAS TREATMENT PROJECT 600-00107-12818 PFAS TREATMENT PROJECT $8,744.10 8/26/2026 0242329 SW PFAS TREATMENT PROJECT 600-00107-12818 PFAS TREATMENT PROJECT $12,500.53 8/26/2026 0242331 SW ADMIN & GEN OPS-OUTSIDE ENGINEERING 600-10923-52170 ADMIN & GEN OPS-OUTSIDE ENGINEERIN $2,731.21 STRAND ASSOCIATES, INCTotal for: $25,845.83 TDS 8/11/2026 3278 JULY 2026 FD PHONE & CELL 100-52210-52260 FIRE ADMINISTRATION - PHONE & CELL $292.84 8/11/2026 3258 JULY 2026 FD PHONE & CELL 100-52210-52260 FIRE ADMINISTRATION - PHONE & CELL $159.78 TDSTotal for: $452.62 TK ELEVATOR CORPORATION 8/26/2026 TK-2026-00608929 CT DOWN PAYMENT 100-51600-52410 CITY HALL - BUILDING REPAIRS & MAINT $2,558.23 TK ELEVATOR CORPORATIONTotal for: $2,558.23 TRI-COUNTY WATERWORKS ASSOC. 8/12/2026 08052026 SW CONT EDUC SHERRIE SMAXWELL 600-10930-53200 ADMIN & GEN OPS-UTILITY MEMB & CONT $30.00 TRI-COUNTY WATERWORKS ASSOC.Total for: $30.00 UNIFIRST CORP 8/19/2026 1470151694 FD OPERATING SUPPLIES 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $81.93 8/11/2026 1470149785 FD OPERATING SUPPLIES 100-52210-53400 FIRE ADMINISTRATION - OPERATING SUPP $133.35 UNIFIRST CORPTotal for: $215.28 USA BLUEBOOK 8/18/2026 INV01115598 SW TRANS & DIST MAINT-TRANS 600-10673-52400 TRANS & DIST MAINT-TRANS& DISTR MAI $303.83 USA BLUEBOOKTotal for: $303.83 Page 17 of 71 13/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description VILLAGE OF LISBON 8/11/2026 JULY 2026 FD JULY 2026 AMBULANCE RUNS 100-00000-46230 AMBULANCE RUNS $34,107.80 VILLAGE OF LISBONTotal for: $34,107.80 VILLAGE OF PEWAUKEE 8/11/2026 08112026 FD JULY 2026 AMBULANCE RUNS 100-00000-46230 AMBULANCE RUNS $38,706.60 8/10/2026 SEPT 2026 LIBRARY CT SEPTEMBER 2026 LIBRARY 100-55110-53400 LIBRARY - OPERATING SUPPLIES $74,205.50 8/26/2026 JULY 2026 BLD PERMI BLD JULY 2026 BLD PERMITS 100-00000-24400 BUILDING SERVICES DUE TO VILLAGE $13,589.15 100-00000-47380 CONTRACTED BUILDING INSPECTION $(1,298.82) 100-52400-53400 BUILDING SERVICES - OPERATING SUPPLI $1,436.65 100-00000-47390 BUILDING CODE ENFORCEMENT $(912.00) 8/26/2026 881 SW SEWER SERVICE CHARGE 650-01827-52342 SEWER SERVICE CHARGE - VILLAGE OF PE $28,703.00 VILLAGE OF PEWAUKEETotal for: $154,430.08 VIRTUE CONSTRUCTION CORPORATION 8/26/2026 1273 SW TRANS & DIST MAINT 600-10673-52400 TRANS & DIST MAINT-TRANS& DISTR MAI $11,748.00 VIRTUE CONSTRUCTION CORPORATITotal for: $11,748.00 VISU-SEWER 8/26/2026 25216W SW MAINTENANCE 650-01831-52410 MAINTENANCE SCS SEWER CLEANING $1,856.37 650-01831-52400 MAINTENANCE OF COLLECTION SYSTEM $473.12 230-53651-52400 STORM SEWER MAINT - TELEVISING $1,095.87 8/18/2026 40176 SW MAINT OF COLLECT SYSTEM/PREPAYMENT 650-00143-16200 PRE - PAYMENTS $5,612.00 650-01831-52400 MAINTENANCE OF COLLECTION SYSTEM $8,418.00 VISU-SEWERTotal for: $17,455.36 WAUKESHA CO TECHNICAL COLLEGE 8/19/2026 S0902781 FD TRAINING 100-52230-52980 FIRE PROTECTIVE SERVICES - TRAINING $5,220.00 WAUKESHA CO TECHNICAL COLLEGETotal for: $5,220.00 WAUKESHA CO TREASURER 8/11/2026 CINV2026-01596 FD TRUNKED RADIO 100-52210-52450 FIRE ADMINISTRATION - TRUNKED RADIO $1,263.00 WAUKESHA CO TREASURERTotal for: $1,263.00 WAUKESHA PEWAUKEE CVB 8/26/2026 QTR 3 CT QTR 3 MARKETING PROMOTION & ADVERTISING 250-56700-53920 MARKETING PROMOTION & ADVERTISING $72,315.00 WAUKESHA PEWAUKEE CVBTotal for: $72,315.00 WESTERN CULVERT & SUPPLY 8/12/2026 075972 HWY SW CULVERT REPLACEMENT 230-53652-53510 DITCH & CULVERT MAINT - CULVERT REPL $4,347.46 WESTERN CULVERT & SUPPLYTotal for: $4,347.46 Page 18 of 71 14/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description WI Dept of Ag, Trade & Consumer Pro 8/21/2026 115-0000040067 CT WEIGHT & MEASURES 100-51980-52150 WEIGHTS & MEASURES $1,500.00 WI Dept of Ag, Trade & Consumer ProTotal for: $1,500.00 WI DNR ENVIRONMENTAL FEES 8/13/2026 08102026 SW SETH BROWN CONT EDUC 600-10930-53200 ADMIN & GEN OPS-UTILITY MEMB & CONT $50.00 WI DNR ENVIRONMENTAL FEESTotal for: $50.00 WPRA 8/13/2026 11784 P&R MEETINGS FALL WORKSHOP 100-55300-53210 RECREATION PROGRAM - MEETINGS & CO $140.00 8/26/2026 11820 P&R WPRA TICKETS 100-55300-53450 RECREATION PROGRAM - WPRA TICKETS $4,697.40 WPRATotal for: $4,837.40 ZIGNEGO READY MIX 8/12/2026 5066 HWY SW CURB & GUTTER REPAIR 230-53651-53530 STORM SEWER MAINT - CURB & GUTTER R $1,092.00 ZIGNEGO READY MIXTotal for: $1,092.00 Page 19 of 71 15/15City of Pewaukee Invoice Register September 03, 2026 08:12 AM 8.8.2026 - 8.27.2026 Vendor Name Invoice Number Invoice Description GL Description Total Amount Being Paid: $2,085,005.62 Page 20 of 71 City of Pewaukee - New Agenda Item Agenda Language: Broken Hill Lift Station Pump Replacements - Reallocation of Funds Sub Item Agenda Language: Background Provided By: Rob Kincaid & Jane Mueller Background: The Sewer Utility operates a sewer lift station in the Broken Hill subdivision. The lift station was installed in 2006 with two submersible sewage pumps. Recent pump maintenance identified that the bearings are failing on both pumps. This caused the metal to erode on the inside of the pump volutes. The pump supplier/manufacturers rep was called in to assess the pumps. It was determined that both pumps should be replaced as there were equal hours of pump run time on the 20-year-old pumps. The recommendation was to replace the pumps as soon as practical since the bearings could seize at any time. Xylem Water Solutions has provided a quote for the purchase and installation of two FLYGT submersible sewage pumps for $49,575.80. The Sewer Utility anticipated the rehabilitation of the Spice Creek Lift station in the 2026 capital budget. This project was put on hold while the design of the infrastructure of the Pewaukee Golf Course development is taking place. (The design may eliminate the Spice Creek Lift station.) The Spice Creek project was budgeted at $125,000. Fiscal Impact: The Sewer Utility has identified the pending/potential failure of the sewage pumps at the Broken Hill Lift station. Two replacement pumps will cost $49,575.80. The Utility will not be moving forward in 2026 with the Spice Creek Lift station rehabilitation budgeted at $125,000. Reallocation of sewer funds from Spice Creek Lift station rehabilitation to the Broken Hill sewage pump replacements for $49,575.80. Recommended Motion: Utility staff recommend the reallocation of $49,575.80 sewer utility funds from the sewer project Spice Creek Lift station rehabilitation to the Broken Hill sewage pump replacements. Page 21 of 71 Page 1 of 4 August 26, 2026 CITY OF PEWAUKEE W240N3065 PEWAUKEE RD W240 N3065 PEWAUKEE RD PEWAUKEE WI 53072-4044 Quote # 2026-PEW-0546 Project Name: Village of Pewaukee Job Name: Xylem Water Solutions USA, Inc. is pleased to provide a quote for the following Flygt equipment. 3153.091-0660087 Qty Part Number Description Unit Price 2 3153.095-1726 Flygt Model NP-3153.095 4" volute Submersible pump equipped with a 460 Volt / 3 phase / 60 Hz 20 HP 1750 RPM motor, 462 impeller, 1 x 50 Ft. length of submersible cable, FLS leakage detector, volute is prepared for Flush Valve $ 22,270.40 14-69 00 08 LABOR,MOBILE FLYGT Z5-TP MODELS: 3000,7000,8000 3153.091-0660087 Price $ 46,712.80 Total Price $ 46,712.80 Total Discount % 19.25 Freight Charge $ 2,863.00 Total Price $ 49,575.80 Terms & Conditions This order is subject to the Standard Terms and Conditions of Sale – Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.com/en-us/Pages/terms- conditions-of-sale.aspx and incorporated herein by reference and made a part of the agreement between the parties. Purchase Orders: Please make purchase orders out to: Xylem Water Solutions USA, Inc. Freight Terms: 3 DAP - Delivered At Place 08 - Jobsite (per IncoTerms 2020) As of October 14th, 2024, all orders must meet a minimum dollar value of $1,200. Xylem reserves the right to refuse to process any order that does not meet the minimum order value requirement. Xylem will support order adjustments to meet the minimum order value threshold. Xylem Water Solutions USA, Inc. Flygt Products N26 W23445 Paul Road Pewaukee, WI 53072 Tel (262) 544-1922 Fax (262) 544-1399 Page 22 of 71 Page 2 of 4 See Freight Payment (Delivery Terms) below. Taxes: State, local and other applicable taxes are not included in this quotation. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of Seller. Tariff Changes: The prices quoted herein are based on the current tariff rates, duties, government charges, and trade regulations as of the date of this quote. If any new tariffs, duties, taxes, or similar charges are imposed, or any existing tariffs, duties, or charges are increased or modified by any government or regulatory authority (collectively, "Tariff Changes"), and such Tariff Changes result in an increase in the cost of goods, Xylem reserves the right to adjust the pricing of the affected goods to reflect the increased costs. Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to the jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Terms of Payment: 100% N30 after invoice date. Xylem’s payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Terms of Delivery: PP/Add Order Position Validity: This Quote is valid for sixty (60) days. COVID 19: Our current delivery lead-times are forecasted estimates only due to the outbreak of the COVID-19 virus pandemic and its global effects on commerce, supply chain, and logistics. Xylem will, however, use all commercially reasonable efforts to minimize any delivery delay impacts. Schedule: Submittals will be supplied 2-3 weeks after order acceptance. Schedule: Delivery lead times are 9-12 weeks after receipt of submittal approval and order acceptance. I hope that this information is helpful to you. Should you require additional information or have any questions, please do not hesitate to contact me. Sincerely, Joshua Voigt Sales Representative Phone: 262/506-2343 Cell: 414/719-5567 joshua.voigt@xylem.com Page 23 of 71 Page 3 of 4 Fax: 262/544-1399 Page 24 of 71 Page 4 of 4 Customer Acceptance This order is subject to the Standard Terms and Conditions of Sale – Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.com/en-us/Pages/terms- conditions-of-sale.aspx and incorporated herein by reference and made a part of the agreement between the parties. A signed copy of this Quote is acceptable as a binding contract. Purchase Orders: Please make purchase orders out to: Xylem Water Solutions USA, Inc. Quote #: 2026-PEW-0546 Customer Name: CITY OF PEWAUKEE Job Name: Total Amount: $ 46,712.80 (excluding freight) Signature: _______________________________ Name:_______________________________________ (PLEASE PRINT) Company/Utility:___________________________ PO:_________________________________________ Address:_________________________________ Date:________________________________________ ________________________________________ Phone:_______________________________________ ________________________________________ Email:_______________________________________ ________________________________________ Fax:_________________________________________ Xylem Water Solutions USA, Inc. Flygt Products Page 25 of 71 City of Pewaukee - New Agenda Item Agenda Language: Water & Sewer System Software and Hardware Upgrades Sub Item Agenda Language: Background Provided By: Rob Kincaid & Jane Mueller Background: The Utility had budgeted 2026 funds for upgrading our Supervisory Control And Data Acquisition (SCADA) reporting software. However, as the year has progressed, we have had cascading challenges with software (controls and reporting) and hardware. We have been working with our SCADA consultants to address these problems throughout the year. They are now recommending that the Utility fully upgrade the SCADA software (controls and reporting). Additionally, their recommendation is to also replace several Programmable Logic Controllers(PLC) for the water and sewer utility. Though we budgeted $65,000 in shared costs between the water and sewer utility, we did not include the costs for the controller software. We budgeted monies to upgrade the hardware (including PLCs)at one well house and two lift station locations, we did not anticipate the accelerated replacements of the remaining sites. The Utility has capital projects that have not taken place at this time: $200,000 was placed in the Water capital budget for Well No. 4 & 7 project to conduct maintenance well and pump work for the wells. This work has not taken place to date. We would request reallocation of these funds to cover the more urgent SCADA work. $200,000 was placed in the Sewer capital budget for Meadowbrook Lift station Rehab/replacement. No work has taken place on this to date while we wait for SEWRPC sewer service are plan review. We would request reallocating these funds to cover the more urgent SCADA work. Fiscal Impact: The Utility budgeted $65,000, ($32,500 from each Water and Sewer) for 2026 SCADA reporting software. The recommended software upgrade costs are $180,000 ($90,000 each Water and Sewer). Water facilities PLC and hardware replacement costs: Page 26 of 71 Master SCADA PLC $20,000 2- Well stations PLC & Control Panel $90,000 Water SCADA software upgrade $90,000 $200,000 - $32,500 SCADA budget Well No. 4 & 7 Reallocation $167,500 Sewer facilities PLC and hardware replacement costs: Master SCADA PLC $20,000 4-Liftstations PLC & Control Panel $60,000 Sewer SCADA software upgrade $90,000 $170,000 - $32,500 SCADA budget Meadowbrook LS rehabilitation Reallocation $137,500 Recommended Motion: Utility staff recommends the reallocation of $167,500 of water utility funds from the water utility project Well No. 4 & 7 rehab project to upgrade the SCADA software and hardware. Utility staff recommends the reallocation of $137,500 of sewer utility funds from the sewer utility project Meadowbrook Lift station rehab/replacement project to upgrade the SCADA software and hardware. Page 27 of 71 2026 Budget (shared) $65,000 $32,500 $32,500 SCADA Software upgrade Total 50% W 50% S Ignition by Inductive Automation $180,000 $90,000 $90,000 Includes: *2 new work stations *Unlimited sessions & tags *Reporting & historian *Voice alarm notification *SCADA HMI screen Develpmnt *1st year support included Annual Ignition support $6,000 PLC Upgrade Total 50% W 50% S Master SCADA PLC $40,000 $20,000 $20,000 Water Apple Tree $60,000 Wispark $30,000 $200,000 Capital budget-$200,000 from Well No. 4 & 7 Wispark. Reprogram $167,000 to cover remaining balance. Sewer 2026 Kopmeier $15,000 2026 Overhill $15,000 2026 Still River $15,000 2026 Spice Creek $15,000 $170,000 Capital budget $200,000 from shared Meadowbrook Liftstation. Reprogram $137,000 to cover remaining balance. Page 28 of 71 2027 BUDGET PLC Upgrade Total 50% W 50% S Sewer 2027 budget Broken Hill $15,000 Glacier Ridge $15,000 Trinity $15,000 Hwy SS $15,000 Morris St $15,000 Bluemound Ind $15,000 Glenwood $15,000 $105,000 Page 29 of 71 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Action Regarding a Certified Survey Map for Waukesha State Bank for the Purpose of Combining Two Lots on the Former Ruekert Mielke Property Located at W233 N2080 Ridgeview Parkway (PWC 0953984007 & PWC 0953984008) Sub Item Agenda Language: Background Provided By: Nick Fuchs Background: At their August 20, 2026 meeting, the Plan Commission unanimously recommended approval of the proposed Certified Survey Map for Waukesha State Bank. Fiscal Impact: Recommended Motion: A motion to approve the 1-Lot Certified Survey Map for property located at approximately W233N2080 Ridgeview Parkway. Page 30 of 71 Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of August 20, 2026 Date: August 6, 2026 Project Name: Waukesha State Bank Certified Survey Map Project Address/Tax Key No.: W233N2080 Ridgeview Parkway / PWC 0953984002 Applicant: Waukesha State Bank Property Owner: Waukesha State Bank Current Zoning: B-4 Office District 2050 Land Use Map Designation: Office Commercial Use of Surrounding Properties: Vacant Rm-3 District property planned for the Ridgeview Apartments to the north, office uses to the south, office and industrial to the east and industrial to the west. Project Description/Analysis The Plan Commission and Common Council approved a Certified Survey Map on March 21, 2024, and April 1, 2024, respectively, to subdivide the property located at W233N2080 Ridgeview Parkway into two separate parcels. The property owner at that time, Ruekert-Mielke, planned to construct an office building on the newly created parcel. Since then, Ruekert-Mielke has sold the property to Waukesha State Bank. Waukesha State Bank is now proposing to recombine the two parcels into a single lot. The proposed lot is 7.07-acres. There are no site or building changes proposed. Recommendation Staff recommends approval of the certified survey map to combine the two parcels located at approximately W233N2080 Ridgeview Parkway (PWC 0953984007 & 0953984002). Page 31 of 71 CERTIFIED SURVEY MAP NO. _________RM814PBC:\USERS\BROZITE\DC\ACCDOCS\RUEKERT & MIELKE, INC-\9287-10000 WSB-RIDGEVIEW PARKWAY CSM\PROJECT FILES\SURVEY\CSM\Z_CSMRPCSM.DWG WaukeshaKenoshaMadisonGlobal Water Centerwww.ruekertmielke.comFox ValleyENWS2001000400SCALE IN FEET ENWS Page 32 of 71 2001000400SCALE IN FEET CERTIFIED SURVEY MAP NO. _________RM814PBC:\USERS\BROZITE\DC\ACCDOCS\RUEKERT & MIELKE, INC-\9287-10000 WSB-RIDGEVIEW PARKWAY CSM\PROJECT FILES\SURVEY\CSM\Z_CSMRPCSM.DWG WaukeshaKenoshaMadisonGlobal Water Centerwww.ruekertmielke.comFox ValleyENWS Page 33 of 71 CERTIFIED SURVEY MAP NO. _________RM814PBC:\USERS\BROZITE\DC\ACCDOCS\RUEKERT & MIELKE, INC-\9287-10000 WSB-RIDGEVIEW PARKWAY CSM\PROJECT FILES\SURVEY\CSM\Z_CSMRPCSM.DWG WaukeshaKenoshaMadisonGlobal Water Centerwww.ruekertmielke.comFox Valley Page 34 of 71 CERTIFIED SURVEY MAP NO. _________RM814PBC:\USERS\BROZITE\DC\ACCDOCS\RUEKERT & MIELKE, INC-\9287-10000 WSB-RIDGEVIEW PARKWAY CSM\PROJECT FILES\SURVEY\CSM\Z_CSMRPCSM.DWG WaukeshaKenoshaMadisonGlobal Water Centerwww.ruekertmielke.comFox Valley Page 35 of 71 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Action Regarding Re-Approval of the Shorepoint Church Certified Survey Map for Property Located on the Southwest Corner of Duplainville Road and Capitol Drive Originally Approved on 11/21/2024 (PWC 0912983, PWC 0912984, PWC 0912985) Sub Item Agenda Language: Background Provided By: Nick Fuchs Background: At their August 20, 2026 meeting, the Plan Commission unanimously recommended approval of the proposed Certified Survey Map for the Shorepoint Church development. Fiscal Impact: Recommended Motion: A motion to approve the 1-Lot Certified Survey Map for properties bearing Tax Key Nos. 0912983, 0912984, and 0912985. Page 36 of 71 CAPITOL DR. - S.T.H. 190DUPLAINVILLE RD.LOT 125' SETBACK25' SETBACK20' SETBACK25' SETBACKwww.thesigmagroup.com1300 West Canal StreetMilwaukee, WI 53233Phone: 414-643-4200Fax: 414-643-4210 LEGENDLOCATION MAP Page 37 of 71 SANSANSAN>>>>>>>>>>>WWWW>>CAPITOL DR. - S.T.H. 190DUPLAINVILLE RD.LOT 1PROPOSEDSTORM SEWER(TYP)PROPOSEDSANITARY SEWER(TYP)PROPOSED WATER MAIN(TYP)STORM WATER MAINTENANCEACCESS EASEMENTCAPITOL DR. - S.T.H. 190DUPLAINVILLE RD.LOT 1 www.thesigmagroup.com1300 West Canal StreetMilwaukee, WI 53233Phone: 414-643-4200Fax: 414-643-4210 Page 38 of 71 Sheet 3 of 5 Sheets CERTIFIED SURVEY MAP NO. ALL OF CERTIFIED SURVEY MAP NO. 1295, AND LANDS, ALL BEING PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWN 7 NORTH, RANGE 19 EAST, IN THE CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN. SURVEYOR’S CERTIFICATE I, James G. Schneider, Professional Land Surveyor, do hereby certify: THAT I have surveyed, divided and mapped the following parcel of land: All of Certified Survey Map No. 1295, and Lands, all being p art of the Northwest 1/4 of the Southeast 1/4 of Section 12, Town 7 North, Range 19 East, in the City of Pewaukee, Waukesha County, Wisconsin, bounded and described as follows: Commencing at the Southwest corner of the Southeast 1/4 of said Section 12; thence N0º15’56”W along the West line of said 1/4 Section, 1978.27 feet to the point of beginning of lands to be described; thence continuing N0º15’56”W along the West line of said 1/4 Section, 628.53 feet to a point in the South right of way line of Capitol Drive (S.T.H. 190); thence N83º20’25”E along said South right of way line, 411.66 feet; thence S88º59’19”E along said South right of way line, 336.67 feet to a point in the West erly right of way of Duplainville Road , said point also being the Northeasterly corner of Certified Survey Map ( CSM) No. 1295, thence S2 º23’09”E along said Westerly right of way line and the Easterly line of said CSM , 25.66 feet; thence N87 º36’51”E along said Westerly right of way line and the Easterly line of said CSM , 5.00 feet, thence S2º23’09”E along said Westerly right of way line and the Easterly line of said CSM , 147.00 feet to a point; thence S14º31’55”W along said Westerly right of way line and the Easterly line of said CSM , 525.35 feet, thence N89 º01’56”W, 623.04 feet to the point of beginning. Said lands containing 10.814 acres of land, more or less. That I have made such survey, land division, and plat at the direction of Shorepoint Church, OWNER of said lands. That such map is a correct representation of all the exterior boundaries of the land surveyed and the land division thereof made. That I have complied with Chapter 236.34 of the Wisconsin Statutes and the Regulations of the City of Pewaukee in surveying, dividing, and mapping the same. James G. Schneider S-2127 This instrument was drafted by James G. Schneider Page 39 of 71 Sheet 4 of 5 Sheets CERTIFIED SURVEY MAP NO. ALL OF CERTIFIED SURVEY MAP NO. 1295, AND LANDS, ALL BEING PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWN 7 NORTH, RANGE 19 EAST, IN THE CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN. . CORPORATE OWNER’S CERTIFICATE I, Brian Engel (Pastor) of Shorepoint Church, OWNER, do hereby certify: THAT, I have caused the lands described in the foregoing certificate of James G. Schneider, Surveyor, to be surveyed, divided, and mapped. WITNESS the hand and seal of said OWNERS on this day of , 20___. Witness Brian Engel (Pastor) STATE OF WISCONSIN) WAUKESHA COUNTY )ss PERSONALLY came before me on this day of , 20__ the above named Brian Engel (Pastor) to me known to be the person who executed the foregoing certificate and acknowledged the same. My Commission expires Notary Public This instrument was drafted by James G. Schneider Page 40 of 71 Sheet 5 of 5 Sheets CERTIFIED SURVEY MAP NO. ALL OF CERTIFIED SURVEY MAP NO. 1295, AND LANDS, ALL BEING PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWN 7 NORTH, RANGE 19 EAST, IN THE CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN. CITY OF PEWAUKEE PLAN COMMISSION APPROVAL APPROVED by the City of Pewaukee Plan Commission on this day of 20____. Steve Bierce, Chairman Date Colleen Brown, Secretary Date COMMON COUNCIL CERTIFICATE OF APPROVAL I certify that this Certified Survey Map was approved under Resolution File No. , adopted by the Common Council of the City of Pewaukee on , and is hereby approved. Steve Bierce, Village President Date Kelly Tarczewski, Deputy Clerk Date This instrument was drafted by James G. Schneider Page 41 of 71 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding Meadowbrook-Prospect Trail Extension Project to adopt Resolution 26-09-25 Amend Resolution Authorizing Acquisition of Real Property Interests City of Pewaukee, Waukesha County, Wisconsin. [Wagner] Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: The Meadowbrook-Prospect Trail Extension Project is a multi-use trail along Meadowbrook Road and Prospect Avenue connecting Pewaukee High School and the Lake Country Trail. The Council previously approved a resolution for property acquisition which is now being revised for several properties. After discussing the acquisition with the properties, we have had to change the design to reduce the acquisition, change the acquisition from fee to Permanent Limited Easement (PLE), change some to Temporary Limited Easement (TLE), and delete some properties. The revised resolution is required to comply with the WisDOT requirements due to the grant funding of the project. A summary of the changes is as follows: • Parcel 1: FEE areas changed to PLE/TLE. • Parcel 2: No change • Parcel 3: FEE area changed to PLE. TLE area remained as-is. • Parcel 11: FEE area changed to TLE. • Parcel 21: removed from plat • Parcel 24: removed from plat (vacation of sheet 4.07) • Parcel 26: removed from plat (vacation of sheet 4.07) We recommend Council adopt this resolution. The project is continuing to move forward with a slightly delayed time for construction. Due to this being a trail project, the City is not allowed to condemn the required easements and acquisitions. Negotiations are ongoing with the properties and these changes are a result of those negotiations. Fiscal Impact: Page 42 of 71 Recommended Motion: Council adopt the resolution. Page 43 of 71 PewaukeeL. LAKEPewaukeeTRLCOUNTRY COLLEGEAVE 94SS LOT 1CSM 7636V. 65, P. 163-168DOC. 2029577(SPICE CREEK CONDOMINIUMS ATMEADOWBROOK FARMS PHASE I) OUTLOT 2CSM 1113V. 7, P. 218-220DOC. 749791 LOT 9(PRINCETON HOMESITE CONDOMINIUM)LOT 8LOT 7 LOT 2CSM 7804V. 67, P. 104-106DOC. 2068130 105 110 115 PI: 110+70.67PI: 111+43.81 N14°18'51"E R/L N14°06'21"E R/LN14°19'15"E R/L1 1 1 223 3 4BLOCK 4PHASE II MEADOWBROOK FARMS OFMEADOWBROOK ESTATES 1719 S.F. 100 101 102103 104105106 107108109110111 112113TLE114TLE115TLE116117 TLE100TLE101 TLE102TLE103TLE104 TLE106 TLE105PLE-PATH2247 S.F. LOT 10(PRINCETON PLACE 3, LOT 10,BLOCK 4 CONDOMINIUM ) WEPCO (TRAIL) T7N, R19E P.L. OUTLOT 1CSM 1110V. 7, P. 209-211DOC. 749788 4310 S.F. PLE-PATH826 S.F. SCALE, FEET HIGHWAYHISTORICAL BASIS OF R/WYEARWIDTHMEADOWBROOK RD.(CTH G)CSM 1113CSM 7636PHASE II MEADOWBROOKFARMS OF MEADOWBROOKESTATESCSM 78041969199419941995100'100'100'100' GN THE PURPOSE OF ALL TLE'S IS FOR SLOPEGRADING UNLESS OTHERWISE NOTED. ** 1/16TH LINE 50'50' 80' 101 FIELDHACK DR. LAKECOUNTRYTRAIL TR19207N19EPUBLISHED SEWRPC COORDSY = 176596.570X = 668827.610 TR207N19EFOUND SEWRPC CAPY = 176578.716X = 671481.486 S89°36'52"E176.70' N89°36'52"W2477.23' E. FIELDHACK DR.FIELDHACKDR.CSM 1113CSM 7636PHASE II MEADOWBROOKFARMS OF MEADOWBROOKESTATES19691994199466'66'66'E. FIELDHACKDR.CSM 7636PHASE II MEADOWBROOKFARMS OF MEADOWBROOKESTATES1994199466'66' IP6000 PI STA = 110+70.67Y = 177420.028X = 669214.726DELTA = 0°12'30" LTPI STA = 111+43.81Y = 177490.960X = 669232.550DELTA = FOUND MONUMENT TABLEPOINT NAME6000Y COORDS177441.076X COORDS669168.508IP TYPE1.25" IP UNNAMEDSTREAM MEADOWBROOK 2 **3 **4PWC 0942080 100' RD P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L.P.L. P.L.P.L.P.L. 66' VISION CORNERPER CSM 7636 VISION CORNER PER PHASE IIMEADOWBROOK FARMS OFMEADOWBROOK ESTATES P.L. TR181719207N19EFOUND SEWRPC CAPY = 179261.379X = 668868.684 OUTLOT 1CSM 1110V. 7, P. 209-211DOC. 749788 P.L. P.L.P.L. P.L. P.L. S0°52'59"W 2665.13' NOSTRUCTURE # TLE-WATERWAY301 S.F. N14°18'51"E244.49' COURSEBEARINGDISTANCECOURSE TABLE100 - 101101 - 102102 - 103103 - 104104 - 105105 - 106106 - 107107 - 108108 - 109109 - 110110 - 111111 - 112112 - 113113 - 117117 - 100 N75° 41' 09"WN14° 18' 51"EN14° 05' 04"EN14° 19' 15"ES89° 19' 55"ES89° 19' 55"ES14° 19' 15"WS12° 37' 26"WS04° 02' 34"WS14° 45' 58"WS23° 04' 32"WS14° 18' 51"WS28° 12' 03"WS14° 18' 51"WN75° 41' 09"W 50.00'615.55'66.28'431.86'51.45'51.45'223.56'187.23'50.62'80.01'40.57'227.62'31.25'299.38'50.00' 100 100100 101 100 101 53' STATION & OFFSET TABLEPOINT100101102103104105106107108109110111112113 TLE114TLE115TLE116 117 TLE100TLE101TLE102TLE103TLE104TLE105TLE106 STATION104+64.09104+64.09110+79.82111+45.91115+77.77115+89.91116+02.06113+78.50111+91.35111+41.30110+61.52110+21.42107+93.80107+63.47 105+78.67105+78.67104+64.09 104+64.09 115+50.05115+50.05112+60.29111+60.29111+41.13110+61.24107+63.47 OFFSET0.00'-50.00'-49.97'-50.00'-50.00'0.00'50.00'50.00'55.54'64.57'63.68'57.50'57.50'50.00' 50.00'65.00'65.00' 50.00' 50.00'58.00'58.00'70.00'69.99'72.00'72.00' STATION & OFFSET TABLEPOINTSTATIONOFFSET S:\MIL\4600--4699\4621\024\DRAWINGS\CAD\CIVIL 3D\RW\DWG\040101_RP.DWGAPPRAISAL PLAT DATE : 10/24/23 MEADOWBROOK RD. 44 FILE NAME :FILE NAME : PLOT DATE :PLOT BY :BARTELT, HEATHERPLOT NAME : 8/20/2026 1:59 PM GN 1 TO PROPERLY ESTABLISH, LAY OUT, WIDEN, ENLARGE, EXTEND, CONSTRUCT, RECONSTRUCT, IMPROVE, OR MAINTAIN A PORTION OF THE HIGHWAY DESIGNATED ABOVE,THE CITY OF PEWAUKEE DEEMS IT NECESSARY TO RELOCATE OR CHANGE SAID HIGHWAY AND ACQUIRE CERTAIN LANDS AND INTERESTS OR RIGHTS IN LANDS FOR THEABOVE PROJECT.TO EFFECT THIS CHANGE, PURSUANT TO AUTHORITY GRANTED UNDER SUBSECTIONS 62.22, WISCONSIN STATUTES, THE CITY OF PEWAUKEE HEREBY ORDERS THAT:1. THAT PORTION OF SAID HIGHWAY AS SHOWN ON THIS PLAT IS LAID OUT AND ESTABLISHED TO THE LINES AND WIDTHS AS SO SHOWN FOR THE ABOVE PROJECT.2. THE LANDS OR INTERESTS OR RIGHTS IN LANDS AS SHOWN ON THIS PLAT ARE REQUIRED BY THE CITY FOR THE ABOVE PROJECT AND SHALL BE ACQUIRED IN THE NAME OFTHE CITY OF PEWAUKEE, PURSUANT TO THE PROVISIONS OF SUBSECTION 62.22, WISCONSIN STATUTES. 100 MEADOWBROOK RD.(CTH G) POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COUNTYCOORDINATES, WAUKESHA COUNTY, NAD83(2011), IN U.S.SURVEY FEET. VALUES ARE GRID COORDINATES, GRID BEARINGS,AND GRID DISTANCES. GRID DISTANCES MAY BE USED ASGROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WIL BE TYPE 2(TYPICALLY 3/4" X 24" IRON REBARS) UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OFTHE PROJECT.FOR ADDITIONAL INFORMATION REFER TO THE TITLE SHEET,RECORDED IN THE OFFICE OF REGISTER OF DEEDS IN WAUKESHACOUNTY AS SHEET 2 OF 2 OF DOCUMENT 4861119.FOR CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THECITY OF PEWAUKEE.FOUND MONUMENT INFORMATION SHOWN REPRESENTS TYPEAND LOCATION OF EXISTING MONUMENTS WITHOUT OPINIONAS TO THEIR VALIDITY AND USE AS A PROPERTY CORNER.2717-08-00-4.01 A1 STRAND ASSOCIATES, INC. ÒA S S O C I A T E S® RESERVED FOR REGISTER OF DEEDSPROJECT NUMBER 2717-08-00-4.01AMENDMENT NO: 1 100THERE ARE MULTIPLE TAX ID'S ASSOCIATED WITH THESECONDOMINIUMSPARCEL 1 - PWC 0942996033, PWC 0942996020, PWC0942996022, PWC 0942996051, PWC 0942996032, PWC0942996008, PWC 0942996027, PWC 0942996030, PWC0942996035, PWC 0942996014, PWC 0942996028, PWC0942996048, PWC 094299602, PWC 0942996050, PWC0942996025, PWC 0942996031, PWC 0942996037, PWC0942996017, PWC 0942996049, PWC 0942996010, PWC0942996021, PWC 0942996006, PWC 0942996047, PWC0942996016, PWC 0942996034, PWC 0942996009, PWC0942996046, PWC 0942996053, PWC 0942996011, PWC0942996023, PWC 0942996024, PWC 0942996052, PWC0942996019, PWC 0942996007, PWC 0942996029, PWC0942996012, PWC 0942996018, PWC 0942996013, PWC0942996036, PWC 0942996015PARCEL 2 - PWC 0942082002, PWC 0942082001PARCEL 3 - PWC 0942081002, PWC 0942071002, PWC0942084004, PWC 0942072003, PWC 0942066003, PWC0942087003, PWC 0942076002, PWC 0942065001, PWC0942067001, PWC 0942076001, PWC 0942081001, PWC0942065002, PWC 0942067002, PWC 0942083001, PWC0942093004, PWC 0942087004, PWC 0942072004, PWC0942068003, PWC 0942075001, PWC 0942066004, PWC0942093003, PWC 0942071001, PWC 0942075002, PWC0942084003, PWC 0942068004, PWC 0942083002 ** 102 8/20/26 AT&T WISCONSINDOC. 1986585 - PARCELS 2, 3, & 4NO RECORDED EASEMENT - PARCEL 1100 SPECTRUMNO RECORDED EASEMENTPARCELS 2 & 3101 WE ENERGIES-ELECTRIC(WEPCO, MILWAUKEE ELECTRIC RAILWAY AND LIGHT)BLANKET EASEMENT-WEST 1/2, SEC. 20 - DOC. 163567 - PARCEL 1BLANKET EASEMENT-NW1/4, SEC. 20 - DOC. 202899 - PARCELS 1, 2BLANKET EASEMENT-NW1/4, SEC. 20 - DOC. 308760 - PARCELS 1,2, 3, & 4BLANKET EASEMENT-NW 1/4, SEC. 20 - DOC. 454945 - PARCELS 1, 2DOC. 1986585 - PARCELS 2, 3, & 4102 Page 44 of 71 PewaukeeL. LAKEPewaukeeTRLCOUNTRY COLLEGEAVE 94SS CTH SS NE-SWSEC. 17T7N, R19E CSM 2308V. 16, P. 274-275DOC. 911173 CSM 2451V. 18, P. 3-4DOC. 933192 CSM 2686V. 19, P. 309-310DOC. 965882LOT 2CSM 10893DOC. 3851780PARCEL ACSM 1658V. 11, P. 168-170DOC. 830256 LOT 1CSM 9258V. 84, P. 17-20DOC. 2720144 145 150 155 160 PI: 159+35.56 N30°24'56"E R/LPOS-39941BY: JAMES REICHOFFDATED: 8/5/96 1212 9 11 8 301302303 304305 TLE306307 308309 310311 315 316 317318 319 TLE300 TLE301 TLE302 TLE303TLE304 TLE406 PARCEL BCSM 1658 SCALE, FEET THE PURPOSE OF ALL TLE'S ISFOR SLOPE GRADING UNLESSOTHERWISE NOTED. AT&T WISCONSINDOC. 839691 - PARCEL 9DOC. 1690094 - PARCEL 8DOC. 1690093 - PARCEL 9DOC. 1690092 - PARCEL 11NO RECORDED EASEMENT - PARCEL 12100 PWC 0931999004 PI STA = 159+35.56Y = 181819.882X = 671187.940DELTA = 4°36'53" RT 102 TR17E19N7FOUND SEWRPC CAPY = 181835.115X = 671552.929 TR18177N19E PUBLISHED SEWRPC COORDSY = 181890.406X = 668920.303 IP6016 IP6015 IP6018IP6017 IP6019 IP6020 1/16TH LINE CARMELITERD. PROSPECT AVE. MEADOWBROOK RD.(CTH G) 60' 33' 50' S88°47'49"E2224.13' N88°47'49"W221.44' FOUND MONUMENT TABLEPOINT NAME601560166017601860196020 Y COORDS181066.778180807.673181598.126181499.140181628.655181785.094 X COORDS670716.521670565.236671028.488671057.914671133.398671121.064 IP TYPE0.75" REBAR1.25" IP1.5" IPSURVEY NAIL1.25" IP1.25" IP HIGHWAYHISTORICAL BASIS OF R/WYEARWIDTH2765-2-70CSM 1658CSM 2686CSM 2451CSM 2308CSM 9258CSM 108931986197019741975197520012011100'100'100'100'100'50'83'PROSPECT AVE.2765-2-70CSM 92581986200166'66' TO PROPERLY ESTABLISH, LAY OUT, WIDEN, ENLARGE, EXTEND, CONSTRUCT, RECONSTRUCT, IMPROVE, OR MAINTAIN A PORTION OF THE HIGHWAY DESIGNATED ABOVE,THE CITY OF PEWAUKEE DEEMS IT NECESSARY TO RELOCATE OR CHANGE SAID HIGHWAY AND ACQUIRE CERTAIN LANDS AND INTERESTS OR RIGHTS IN LANDS FOR THEABOVE PROJECT.TO EFFECT THIS CHANGE, PURSUANT TO AUTHORITY GRANTED UNDER SUBSECTIONS 62.22, WISCONSIN STATUTES, THE CITY OF PEWAUKEE HEREBY ORDERS THAT:1. THAT PORTION OF SAID HIGHWAY AS SHOWN ON THIS PLAT IS LAID OUT AND ESTABLISHED TO THE LINES AND WIDTHS AS SO SHOWN FOR THE ABOVE PROJECT.2. THE LANDS OR INTERESTS OR RIGHTS IN LANDS AS SHOWN ON THIS PLAT ARE REQUIRED BY THE CITY FOR THE ABOVE PROJECT AND SHALL BE ACQUIRED IN THE NAME OFTHE CITY OF PEWAUKEE, PURSUANT TO THE PROVISIONS OF SUBSECTION 62.22, WISCONSIN STATUTES. GN STRAND ASSOCIATES, INC. ÒA S S O C I A T E S® MEADOW RD BROOK COLLEGE AVE.2765-2-70CSM 92581986200166'66' N35°01'49"E R/L COLLEGEAVE. PARCEL 1CSM 5234V. 42, P. 400-402DOC. 1432617 CARMELITE RD.CSM 5234198760'ACCESS CONTROL ON MEADOWBROOK RD (CTH G), PROSPECTAVE. & COLLEGE AVE. ESTABLISHED BY PREVIOUS PROJECT:2765-2-70 9PWC 093196800211PWC 093199712 PWC 0931999014 50'33' 50' P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L.P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. 321320 MEADOWBROOK RD.(CTH G) P.L. P.L.P.L. 314313 312 COURSEBEARINGDISTANCECOURSE TABLE300 - 301301 - 302302 - 303303 - 304304 - 305305 - 307307 - 308308 - 309309 - 310310 - 311 311 - 312312 - 313313 - 314314 - 315315 - 316316 - 317317 - 318318 - 319319 - 320320 - 321321 - 300 S44° 57' 20"WS60° 58' 08"WS35° 01' 36"WS30° 24' 56"WN59° 44' 49"WS30° 24' 56"WS30° 24' 56"WS59° 35' 04"ES30° 24' 56"WN59° 35' 04"W S30° 24' 56"WN88° 55' 26"WN88° 55' 26"WN30° 23' 40"EN42° 36' 07"EN30° 24' 56"EN79° 10' 49"WN30° 24' 56"EN30° 24' 56"ES88° 47' 49"ES88° 47' 49"E 69.22'62.05'60.30'101.80'5.00'149.91'834.42'15.00'117.45'15.00' 153.79'57.36'57.38'13.33'80.67'1136.06'18.05'219.00'61.39'59.83'127.80' COURSEBEARINGDISTANCECOURSE TABLE STATION & OFFSET TABLEPOINT300301302303304305 TLE306307308 309310311312313314315316317 318319320321TLE300TLE301TLE302TLE303TLE304 STATION160+34.27159+66.08159+04.97158+44.86157+43.07157+43.04155+93.15155+93.13147+58.71 147+58.71146+41.26146+41.26144+87.47144+59.37144+31.25144+44.58145+23.43156+59.49 156+53.43158+72.44159+33.83159+63.12159+13.70157+43.10155+93.16154+56.88154+56.88 OFFSET106.17'94.24'64.85'60.00'60.00'50.00' 55.00'50.00'50.00' 65.00'65.00'50.00'50.00'0.00'-50.02'-50.03'-33.00'-33.00' -50.00'-50.00'-50.00'0.00'70.00'70.00'60.00'55.00'50.00' STATION & OFFSET TABLEPOINTSTATIONOFFSETSTATION & OFFSET TABLEPOINTSTATIONOFFSET 300 100102GV103 WE ENERGIES - GASNO RECORDED EASEMENTPARCEL 12103 103 48' S:\MIL\4600--4699\4621\024\DRAWINGS\CAD\CIVIL 3D\RW\DWG\040101_RP.DWGAPPRAISAL PLAT DATE : 10/24/23 MEADOWBROOK RD. 44 FILE NAME :FILE NAME : PLOT DATE :PLOT BY :BARTELT, HEATHERPLOT NAME : 8/20/2026 9:09 AM GN 8 100P.L. POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COUNTY COORDINATES, WAUKESHA COUNTY,NAD83(2011), IN U.S. SURVEY FEET. VALUES ARE GRID COORDINATES, GRID BEARINGS, AND GRIDDISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WIL BE TYPE 2 (TYPICALLY 3/4" X 24" IRON REBARS) UNLESSOTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.FOR ADDITIONAL INFORMATION REFER TO THE TITLE SHEET, RECORDED IN THE OFFICE OF REGISTEROF DEEDS IN WAUKESHA COUNTY AS SHEET 2 OF 2 OF DOCUMENT 4861119.FOR CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE CITY OF PEWAUKEE.FOUND MONUMENT INFORMATION SHOWN REPRESENTS TYPE AND LOCATION OF EXISTINGMONUMENTS WITHOUT OPINION AS TO THEIR VALIDITY AND USE AS A PROPERTY CORNER. 2717-08-00-4.03 A1300 RESERVED FOR REGISTER OF DEEDSPROJECT NUMBER 2717-08-00-4.03AMENDMENT NO: 1 WE ENERGIES-ELECTRIC(WEPCO, MILWAUKEE ELECTRIC RAILWAY AND LIGHT)BLANKET EASEMENT-SW 1/4, SEC. 17 - DOC. 468933 - PARCELS 9 & 12BLANKET EASEMENT-SEC. 17 - DOC. 91297 - PARCELS 11 & 12BLANKET EASEMENT-SEC. 17 - DOC. 91298 - PARCELS 11 & 12BLANKET EASEMENT-SW 1/4 & NW 1/4, SEC. 17 - DOC. 187479 - PARCELS 11 & 12BLANKET EASEMENT-SW 1/4, SEC. 17 - DOC. 202900 - PARCELS 11 & 12DOC. 839691 - PARCEL 9 102 CITY OF PEWAUKEE - SANITARYDOC. 4142187PARCEL 12104104 8/20/26 Page 45 of 71 PewaukeeL. LAKEPewaukeeTRLCOUNTRY COLLEGEAVE 94SS PETERSON DR. SW-NESEC. 17T7N, R19E LOT 2 CHRISTIAN COURTADDITION NO. 1LOT 13 LOT 15STEEPLECHASE CHRISTIAN COURT170 175 PI: 170+89.59 PI: 172+81.32 PI: 174+81.58 N39°31'34"E R/L N43°29'13"E R/L N35°01'49"E R/L POS-39926BY: JOHN MIELKEDATED: 8/15/77 N43°55'08"E R/L LOT 12 POS-99025051BY: JEROME WEGNERDATED:10/27/97 14 1616 19 19 500501 502 506 507 508509 510511 TLE502 TLE503 TLE504 TLE505 TLE509 TLE510TLE511 TLE506 513514FO515512 TLE604 SW-NESEC. 17T7N, R19E LOT 3(26460 CHRISTIAN COURTCONDOMINIUM) LOT 4(WEST CHRISTIAN CONDOMINIUM) SCALE, FEET THE PURPOSE OF ALL TLE'S ISFOR SLOPE GRADING UNLESSOTHERWISE NOTED. SPRECTRUMDOC. 2029761 (CHRISTIAN COURT) - PARCEL 16101 PWC 0929002 PI STA = 170+89.59Y = 182764.855X = 671850.365DELTA = 4°29'45" RT 101 IP5982 TR FOUND SEWRPC CAPY = 181835.115X = 671552.929 1917EN7 TR8177N19E MEANDER CORNERFOUND SEWRPC CAPY = 184432.027X = 671596.356 1/16TH LINECRESTVIEW DR. PETERSON DR.33' 66' FOUND MONUMENT TABLEPOINT NAME5982Y COORDS183025.044X COORDS672147.961IP TYPE2" IPHIGHWAYHISTORICAL BASIS OF R/WYEARWIDTHCHRISTIAN COURTCHRISTIAN COURTADDITION NO.1STEEPLECHASE19951995199883'83'83'CRESTVIEW DR.QCD DOC. 427150CHRISTIAN COURTADDITION NO.1199555'TO PROPERLY ESTABLISH, LAY OUT, WIDEN, ENLARGE, EXTEND, CONSTRUCT, RECONSTRUCT, IMPROVE, OR MAINTAIN A PORTION OF THE HIGHWAY DESIGNATED ABOVE,THE CITY OF PEWAUKEE DEEMS IT NECESSARY TO RELOCATE OR CHANGE SAID HIGHWAY AND ACQUIRE CERTAIN LANDS AND INTERESTS OR RIGHTS IN LANDS FOR THEABOVE PROJECT.TO EFFECT THIS CHANGE, PURSUANT TO AUTHORITY GRANTED UNDER SUBSECTIONS 62.22, WISCONSIN STATUTES, THE CITY OF PEWAUKEE HEREBY ORDERS THAT:1. THAT PORTION OF SAID HIGHWAY AS SHOWN ON THIS PLAT IS LAID OUT AND ESTABLISHED TO THE LINES AND WIDTHS AS SO SHOWN FOR THE ABOVE PROJECT.2. THE LANDS OR INTERESTS OR RIGHTS IN LANDS AS SHOWN ON THIS PLAT ARE REQUIRED BY THE CITY FOR THE ABOVE PROJECT AND SHALL BE ACQUIRED IN THE NAME OFTHE CITY OF PEWAUKEE, PURSUANT TO THE PROVISIONS OF SUBSECTION 62.22, WISCONSIN STATUTES. GN STRAND ASSOCIATES, INC. ÒA S S O C I A T E S® RD MEADOWBROOK PROSPECT AVE.(CTH G) S0°57'29"W2020.51'N0°57'29"E428.61' PI STA = 172+81.32Y = 182912.745X = 671972.389DELTA = 3°57'39" RTPI STA = 174+81.58Y = 183058.040X = 672110.207DELTA = 0°25'55" RT 50'33' 30'25' P.L. P.L. P.L.P.L. PETERSEN DR.C. VOECHTINGSSUBDIVISION190433' P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L. P.L. P.L. P.L.P.L. P.L. P.L. 16PWC 092900300119PWC 0929990 P.L. P.L. P.L. P.L. PWC 0929003002 404403402 503504 505 TLE400 62' COURSEBEARINGDISTANCECOURSE TABLE404 - 403403 - 402402 - 500500 - 501501 - 502502 - 503503 - 504504 - 505505 - 506506 - 507507 - 508508 - 509509 - 510510 - 511511 - 512512 - 513513 - 514514 - 515515 - 404 N00° 57' 29"EN00° 57' 29"EN35° 01' 49"EN38° 58' 20"EN39° 31' 34"EN43° 55' 08"ES88° 48' 19"ES88° 48' 19"ES43° 55' 08"WS53° 26' 37"WS43° 29' 13"WS39° 31' 34"WS32° 12' 44"WS37° 54' 14"WS35° 01' 49"WS54° 58' 11"ES35° 01' 49"WN68° 46' 12"WS35° 01' 49"W 89.25'58.90'451.51'33.06'185.01'304.21'44.92'68.06'196.49'86.86'115.63'63.92'161.56'55.05'375.61'5.00'21.23'5.15'86.07' STATION & OFFSET TABLEPOINT402403404500501502503504505506509510511512513514 515TLE400TLE502TLE503TLE504TLE505TLE506TLE507TLE508TLE509TLE510TLE511 STATION166+35.29165+86.50165+12.58170+86.81171+17.28172+99.97176+03.92176+34.40176+80.57174+84.08168+22.29170+51.69169+96.72166+21.11166+21.11165+99.88 165+98.65164+90.40174+84.88173+89.50172+16.51170+92.98170+50.76169+95.99168+60.93168+61.20167+15.58166+96.31 OFFSET-33.00'0.00'50.00'-33.00'-33.00'-34.37'-33.00'0.00'50.00'50.00'55.00'52.76'50.00'50.00'55.00'55.00' 50.00'65.00'65.42'40.00'40.00'62.91'62.99'58.00'58.00'55.00'55.00'65.00' STATION & OFFSET TABLEPOINTSTATIONOFFSET 101 S:\MIL\4600--4699\4621\024\DRAWINGS\CAD\CIVIL 3D\RW\DWG\040101_RP.DWGAPPRAISAL PLAT DATE : 10/24/23 MEADOWBROOK RD. 44 FILE NAME :FILE NAME : PLOT DATE :PLOT BY :BARTELT, HEATHERPLOT NAME : 8/20/2026 9:19 AM GN 14 100 PROSPECT AVE.(CTH G) POSITIONS SHOWN ON THIS PLAT ARE WISCONSINCOUNTY COORDINATES, WAUKESHA COUNTY,NAD83(2011), IN U.S. SURVEY FEET. VALUES ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES.GRID DISTANCES MAY BE USED AS GROUND DISTANCES.ALL NEW RIGHT-OF-WAY MONUMENTS WIL BE TYPE 2(TYPICALLY 3/4" X 24" IRON REBARS) UNLESSOTHERWISE NOTED, AND WILL BE PLACED PRIOR TOTHE COMPLETION OF THE PROJECT.FOR ADDITIONAL INFORMATION REFER TO THE TITLESHEET, RECORDED IN THE OFFICE OF REGISTER OFDEEDS IN WAUKESHA COUNTY AS SHEET 2 OF 2 OFDOCUMENT 4861119.FOR CURRENT ACCESS/DRIVEWAY INFORMATION,CONTACT THE CITY OF PEWAUKEE.FOUND MONUMENT INFORMATION SHOWNREPRESENTS TYPE AND LOCATION OF EXISTINGMONUMENTS WITHOUT OPINION AS TO THEIR VALIDITYAND USE AS A PROPERTY CORNER. P.L. 2717-08-00-4.05 A1 RESERVED FOR REGISTER OF DEEDSPROJECT NUMBER 2717-08-00-4.05AMENDMENT NO: 1 195550' WE ENERGIES-ELECTRIC(WEPCO, MILWAUKEE ELECTRIC RAILWAY AND LIGHT)DOC. 2047462 - PARCELS 14DOC. 2029761 (CHRISTIAN COURT) - PARCEL 17102AT&T WISCONSIN(WISCONSIN BELL)DOC. 2047462 - PARCELS 14 & 18DOC. 2606595 - PARCEL 19100 VISION CORNERPER CHRISTIAN COURTADDITION NO. 1 102 8/20/26 Page 46 of 71 Document Number VACATION ORDER TRANSPORTATION PROJECT PLAT Wisconsin Department of Transportation s.84.095(3)(a) Wis. Stats. DT1875 10/2009 This Vacation Order applies to Transportation Project Plat 2717-08-00- 4.07, recorded in document number 4862258 in the Office of the Register of Deeds for Waukesha County. Whereas the above described Transportation Project Plat has been determined to be unnecessary for transportation improvement project purposes, said plat is hereby vacated and rescinded. This space is reserved for recording data Return to Parcel Identification Number/Tax Key Number PWC 0929998, PWV 0899235001 This Vacation Order has been approved by the Wisconsin Department of Transportation. (Signature) (Date) (Print Name) State of Wisconsin ) ) ss. County )(Title) On the above date, this instrument was acknowledged before me by the named person(s). (Signature, Notary Public, State of Wisconsin) (Seal) (Print or Type Name, Notary Public, State of Wisconsin) (Date Commission Expires) Project ID 2717-08-00 This instrument was drafted by Heather Bartelt for the City of Pewaukee City of Pewaukee DT1875 Page 47 of 71 STATE OF WISCONSIN CITY OF PEWAUEE WAUKESHA COUNTY Resolution 26-09-25 Amended Resolution ~ Meadowbrook-Prospect Trail Extension Page 1 of 5 RESOLUTION #26-19-25 AMENDED RESOLUTION AUTHORIZING ACQUISITION OF REAL PROPERTY INTERESTS CITY OF PEWAUKEE WAUKESHA COUNTY, WISCONSIN (Meadowbrook-Prospect Trail Extension) The City of Pewaukee, Waukesha County, Wisconsin, by its Common Council hereby resolves as follows: 1. That this Resolution authorizing acquisition of real property interests in accordance with §62.22(1)(a) and §62.22(1m), Wisconsin Statutes, for the purposes of the within described public improvement project. 2. That this Resolution assures the power of condemnation will not be used for this acquisition in accordance with §66.22(1)(b), Wisconsin Statutes. 3. This Resolution amends Resolution 25-12-32 originally approved on December 1, 2025. 4. That the City of Pewaukee hereby determines that it is a public purpose to construct public improvements as shown on the maps attached hereto, made a part hereof and marked Exhibit “A-1”. 5. That said public improvements (trail extension) will be built as set forth on the maps which are annexed to this Resolution as Exhibits “A-1” and are incorporated herein. 6. That the sites of said public improvements (trail extension) are contained in Exhibits “A-1” which are incorporated herein; that the legal descriptions to said site are attached hereto, made a part hereof and marked Exhibits “A-1”. 7. That the City of Pewaukee will acquire permanent easements or right of way for public improvements (trail extension) as indicated on Exhibits “A-1”. Passed and approved this 8th day of September 2026. I hereby certify that on this 8th of September 2026, the within Resolution was adopted by a vote of ____ ayes to ____ nays by the Common Council of the City of Pewaukee, Waukesha County, Wisconsin. APPROVED: CITY OF PEWAUKEE Steven Bierce, Mayor ATTEST: ____________________________________ Kelly Tarczewski, Clerk/Treasurer Page 48 of 71 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action Regarding Shorepoint Church Development [Wagner] 1. Approve the Developer's Agreement. 2. Establish the Financial Guarantee in the Amount of $412,842.20. Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: Shorepoint Church is located in the south-west quadrant of the intersection of Green Road and Capital Drive (STH 190) and is a church development. The development has received Plan Commission and Common Council approval. The development includes a public water main extension from Wethersfield Drive to Duplainville Road through an easement on the property. Since the water main is a public main, a developer's agreement and financial guarantee is required for its installation. Staff is recommending approval of the Developer's Agreement contingent on final attorney and public works director approval. The developer is required to post a financial guarantee for the project. After review the cost of the improvements and adding the additional 20% as required by ordinance, the amount of the financial guarantee is recommended to be $412,842.20. The form of the financial guarantee should be subject to City Attorney approval. Fiscal Impact: Recommended Motion: Council approve the Developer's Agreement contingent on final City Attorney and Public Works Director approval and approve the value of the financial guarantee contingent on its form being approve by the City Attorney. Page 49 of 71 1 DEVELOPER'S AGREEMENT FOR SHOREPOINT CITY CHURCH INC. WATER MAIN EXTENSION CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN THIS AGREEMENT made this ______ day of ___________, _______, between SHOREPOINT CITY CHURCH INC. , a Wisco nsin non-stock corporation, 249 Pawling Avenue, Suite 109, Hartland, WI 53029, hereinafter called "DEVELOPER", and the CITY of PEWAUKEE in the County of Waukesha and the State of Wisconsin, hereinafter called the "CITY". WITNESSETH: WHEREAS, the DEVELOPER is the owner of land in the CITY, said land being described on EXHIBIT A attached hereto and incorporated herein, hereinafter called "SUBJECT LANDS"; and WHEREAS, the DEVELOPER desires to extend the water main to serve SUBJECT LANDS for ecclesiastical purposes as a chur ch by use of the standard regulations as set forth in Chapter 236 of the Wisconsin Statutes and the municipal ordinance regulating land division and development; and WHEREAS, Section 236.13 of the Wisconsin Statutes provides that as a condition of approval, the governing body of a municipality within which the SUBJECT LANDS lie may require that the DEVELOPER provide financial security to ensure that the DEVELOPER will ma ke the water main extension improvements referenced above within a reasonable time; and WHEREAS, the DEVELOPER may be required to grant additional easements over a part of the SUBJECT LANDS for sanitary sewer, storm sewer and water; and WHEREAS, the DEVELOPER and CITY desire to enter into this agreement in order to ensure that the DEVELOPER shall dedicate the public improvements to the CITY, provided that said public improvements are constructed to municipal specifications, all applicable government regulations, this agreement and as required by the CITY Engineer, without cost to the CITY; and WHEREAS, the DEVELOPER agrees to extend the water main to serve the SUBJECT LANDS as herein d escribed in accordance with this agreement, conditions approved by the CITY Plan Commission and CITY Common council, conditions of certain agencies and individuals in the County, all CITY ordinances and all laws and regulations governing said development; and WHEREAS, the DEVELOPER is now seeking from the Plan Commission and CITY Common council of the CITY approval for the development. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the DEVELOPER does hereby agree to extend the water main to serve SUBJECT LANDS as follows and as otherwise regulated by CITY ordinances and all laws and regulations gov erning said development, the parties hereto agree as follows: Page 50 of 71 2 DEVELOPER'S COVENANTS SECTION I. IMPROVEMENTS C. WATER: The DEVELOPER hereby agrees: 1. Prior to the start of construction of improvements, DEVELOPER shall provide to the CITY written certification from the DEVELOPER's Engineer that the water system plans are in conformance with all Federal, State and CITY specifications, regulations, ordinances and guidelines and written proof that the CITY Engineer has approved said plans. 2. To construct, furnish, install and provide a complete water system for the SUBJECT LANDS, all in accordance with the plans, specifications and drawings on file in the CITY Clerk's office and all applicable Federal, State and CITY ordinances, specifications, regulations and guidelines for the construction of water systems in the CITY and as approved by the CITY Engineer. 3. The DEVELOPER shall furnish "as built" plans showing changes from the construction plans, pursuant to specifications approved by the CITY Engineer. Subject to intellectual property rights, said "as built" plans shall be on reproducible mylar and digital file, and shall include field locations and hydrant valves and curb stops, if any. 4. That no building permits shall be issued until the water system for the SUBJECT LANDS has been dedicated to and accepted by the CITY. SECTION II. TIME OF COMPLETION OF IMPROVEMENTS: The improvements set forth in Section I above shall be completed by the DEVELOPER in total within twelve (12) months of the date of this agreement being signed except as otherwise provided for in this agreement. SECTION III. FINAL ACCEPTANCE. Throughout this agreement, various stages of the development will require approval by the CITY. “Final Acceptance” as used herein, however, shall be the ultimate acceptance of all of the improvements in the completed development as a whole, and shall be granted specifically by separate resolution of the CITY Common council. The two-year guarantee period provided for in this agreement shall not commence to run until Final Acceptance. The issuance of building permits and approval of various items of development shall not commence the two-year guarantee period. SECTION IV. DEDICATION OF IMPROVEMENTS: Subject to all of the other provisions of this agreement, the DEVELOPER shall, without charge to the CITY, upon completion of the above described improvements, unconditionally give, grant, convey and fully dedicate the public improvements to the CITY, its successors and assigns, forever, free and clear of all encumbrances whatever, together with and including, without limitation because of enumeration, any and all land, buildings, structures, mains, conduits , pipes, lines, plant machinery, equipment, Page 51 of 71 3 appurtenances and hereditaments which may in any way be a part of or pertain to such improvements and together with any and all necessary easements for access thereto. After such dedication, the CITY shall have the right to connect or integrate other improvements as the CITY decides, with no payment or award to, or consent required of, the DEVELOPER. Dedication shall not constitute acceptance of any improvement by the CITY Common council. All improvements will b e accepted by the CITY Common council by separate resolution at such time as such improvements are in acceptable form and according to the CITY specifications. Said resolution shall be recorded, if needed, with the Waukesha County Register of Deeds. DEVELOPER will furnish proof to the CITY, prior to the dedication required, that the public land and improvements proposed for dedication are free of all liens, claims and encumbrances, including mortgages. SECTION V. ACCEPTANCE OF WORK AND DEDICATION: When t he DEVELOPER shall have completed the improvements herein required and shall have dedicated the same to the CITY as set forth herein, the same shall be accepted by the CITY Common council if said improvements have been completed as required by this agreement and as required by all federal, state, county or CITY guidelines, specifications, regulations, laws and ordinances and approved by the CITY Engineer. SECTION VI. APPROVAL BY CITY NOT TO BE DEEMED A WAIVER. The ultimate responsibility for the proper des ign and installation of streets, water facilities, drainage facilities, ditches, landscaping and all other improvements are upon the DEVELOPER. The fact that the CITY or its engineer, or its attorney, or its staff may approve a specific project shall not constitute a waiver, or relieve the DEVELOPER from the ultimate responsibility for the design, performance and function of the development and related infrastructure. SECTION VII. GUARANTEES OF IMPROVEMENTS: A. Guarantee. The DEVELOPER shall guarantee after Final Acceptance, the public improvements and all other improvements described in Section I hereof, against defects due to faulty materials or workership, provided that such defects appear within a period of two years from the date of Final Acceptance, by providing the CITY with cash or a letter of credit in a form acceptable to the CITY Attorney in an aggregate amount of ten percent (10%) of the total cost of all improvements. The DEVELOPER shall pay for any damages to CITY property and/or improvements resulting from such faulty materials or workership. This guarantee shall not be a bar to any action the CITY might have for negligent workership or materials. Wisconsin law on negligence shall govern such situations. If the DEVELOPER fails to pay for any damages or defects to CITY property and/or improvements, and the CITY is required to draw against the cash or letter of credit on file with the CITY, the DEVELOPER is required to replenish said monies up to the aggregate amount of ten percent (10%) of the total cost of all improvements. B. Obligation to Repair. The DEVELOPER shall make or cause to be made, at its own expense, any and all repairs which may become necessary under and by virtue of the DEVELOPER'S guarantee and shall leave the improvements in good and sound Page 52 of 71 4 condition, satisfactory to the CITY Common council at the expiration of the guarantee period. C. Notice of Repair . If during said guarantee period, the improvements shall, in the reasonable opinion of the CITY Staff, require any repair or replac ement which, in their judgment, is necessitated by reason of settlement of foundation, structure of backfill, or other defective materials or workership, the DEVELOPER shall, upon notification by the CITY the necessity for such repair or replacement, make such repair or replacement, at its own cost and expense. Should the DEVELOPER fail to make such repair or replacement within the time specified by the CITY in the aforementioned notification, after notice has been sent as provided herein, the CITY Common council may cause such work to be done, but has no obligation to do so, either by contract or otherwise, and the CITY Common council may draw upon such guarantee security to pay any costs or expenses incurred in connection with such repairs or replacements. Should the costs or expenses incurred by the CITY Common council in repairing or replacing any portion of the improvements covered by this guarantee exceed the amount of the guarantee security, then the DEVELOPER shall immediately pay any excess cost or expense incurred in the correction process. D. Maintenance Prior to Acceptance. 1. All improvements shall be maintained by the DEVELOPER so they conform to the approved plans and specifications at the time of their Final Acceptance by the CITY Common council. This maintenance shall include routine maintenance, . In cases where emergency maintenance is required, the CITY Common council retains the right to complete the required emergency maintenance in a timel y fashion and bill the DEVELOPER for all such associated costs. Said bill shall be paid immediately by the DEVELOPER. The DEVELOPER'S obligation to maintain all improvements shall expire at the expiration of the guarantee period. 2. In the event drainage problems arise within the SUBJECT LANDS or related activities on the SUBJECT LANDS, the DEVELOPER shall correct such problems to the satisfaction of the CITY Staff. Such correction measures shall include, without limitation because of enumeration, cleaning of soil, loose aggregate and construction debris from culverts, drainage ditches and streets; dredging and reshaping of siltation or retention ponds; replacing of siltation fences; sodding and seeding; construction of diversion ditches, ponds and siltation traps; and restoration of all disturbed areas. This responsibility shall continue until such time as the roads, ditches, and other disturbed areas have become adequately vegetated and the CITY Common council is satisfied that the DEVELOPER has restored all areas which were disturbed because of this development. SECTION VIII. CITY RESPONSIBILITY FOR IMPROVEMENTS: The CITY shall not be responsible to perform repair or maintenance, unless otherwise approved by the CITY Administrator, on any improvements until accepted by the CITY Common council. SECTION IX. RISK OF PROCEEDING WITH IMPROVEMENTS PRIOR TO APPROVALS OF FINAL PLAT: Page 53 of 71 5 If a DEVELOPER proceeds with the installation of public improvements or other work on the site prior to approval of the final plat, it proceeds at its own risk as to whether or not the final plat will receive all necessary approvals. The DEVELOPER, prior to commencement of the installation of public improvements or other work on site, shall notify the CITY of the DEVELOPER'S intention to proceed with the installation of public improvements or other work on site, prior to approval of the final plat. Additionally, DEVELOPER shall make arrangements to have any public improvements and/or other work on site inspected by the CITY Engineer. SECTION X. FINANCIAL GUARANTEE: Prior to the execution of this agreement by the CITY Common council, the DEVELOPER shall file with the CITY cash or a letter of credit setting forth terms and conditions in a form approved by the CITY Attorney in the amount as approved by the CITY Engineer as a guarantee that the DEVELOPER will perform all terms of this agreement no later than one year from the signing of this agreement except as otherwise set forth in this agreement. If at any time: A. The DEVELOPER is in default of any aspect of this agreement, or B. The DEVELOPER does not complete the installation of the improvements within one (1) year from the signing of this agreement unless otherwise extended by this agreement or by action of the CITY Common council, or C. The letter of credit on file with the CITY is dated to expire sixty (60) days prior to the expiration of the same if the same has not been extended, renewed or replaced, or D. The DEVELOPER fails to maintain a cash deposit or letter of credit in an amount approved by CITY Engineer, and in a form approved by the CITY Attorney, to pay the costs of improvements in the development, the DEVELOPER shall be deemed in violation of this agreement and the CITY Common council shall have the authority to draw upon the letter of credit. The amount of the letter of credit may be reduced from time to time as and to the extent that the portion of work required under this Agreement is completed and paid for, provided that the remaining letter of credit is sufficient to secure payment for any remaining improvements and also provided that no reduction shall occur until it is approved in writing by the CITY Administrator. The lending institution providing the irrevocable letter of credit shall pay to the CITY Common council all sums available for payment under the irrevocable letter of credit upon demand, subject to the terms and conditions of the irrevocable letter of credit, and upon its failure to do so, in whole or in part, the CITY s hall be empowered in addition to its other remedies, without notice or hearing, to impose a special charge for the amount of said completion costs, upon each and every lot in the development payable with the next succeeding tax roll. SECTION XI. BUILDING AND OCCUPANCY PERMITS: It is expressly understood and agreed that no building or occupancy permits shall be issued for the Church, until the CITY Engineer has determined that: Page 54 of 71 6 A. The DEVELOPER has paid in full all permit fees and reimbursement of administrative costs as required by this agreement. B. All public and private utilities have been installed in the SUBJECT LANDS, including street lighting fixtures (unless waived by the CITY Administrator), the sanitary sewer system, and the water system. C. The DEVELOPER is not in default of any aspect of this agreement. D. There is no default of any aspect of this agreement as determined by the CITY Administrator. SECTION XII. RESERVATION OF RIGHTS AS TO ISSUANCE OF BUILDING PERMITS: The CITY reserves the right to withhold issuance of any and all building permits if DEVELOPER is in violation of this agreement. SECTION XVI. MISCELLANEOUS REQUIREMENTS: The DEVELOPER shall: A. EASEMENTS: Provide any easements including vision easements on SUBJECT LANDS deemed necessary by the CITY Engineer before the final plat is signed or on the final plat and such easements shall be along lot lines if at all possible. B. MANNER OF PERFORMANCE: Cause all construction called for by this agreement to be carried out and performed in a good and workerlike manner. C. RESERVE CAPACITY ASSESSMENTS - WATER: The DEVELOPER agrees to pay a reserve capacity assessment as required in Section 22.23(2)(b) and other relevant sections of the CITY Code, to be used for the costs of reserve capacity created by the CITY in the CITY's water system for the benefit of the DEVELOPER. The municipality shall levy such assessments in conformity with this Agreement, pursuant to Chapter 66 Subchapter VII, Wisconsin Statutes. The reserve capacity assessments against the above- described property shall be an amount established in the CITY's Land Division Ordinance and is subject to annual increases. The DEVELOPER hereby waives, pursuant to Section 66.0703(7)(b), Wisconsin Statutes, any and all requirements of the Wisconsin Statutes which must be met prior to the imposition of special assessments [including, but not limited to, the notice and hearing requirements of Chapter 66 Subchapter VII] and agrees that the municipality may proceed immediately to levy the special assessments as outlined herein. The DEVELOPER further waives its right to appeal from the special assessments and stipulates that the amount of the special assessments levied against its property has been determined on a reasonable basis and that the benefits to its property from the proposed improvements exc eed the amount of the special assessment against such property. Page 55 of 71 7 In addition, the DEVELOPER waives its rights under Section 66.0627 and agrees to promptly pay any special charges which may be levied against its property. The municipality shall levy such assessments in conformity with this Agreement, pursuant to Chapter 66 Subchapter VII and Section 66.0627, Wisconsin Statutes. D. PERMITS: Provide and submit to the CITY requesting the same, valid copies of any and all governmental agency permits. E. REMOVAL OF TOPSOIL: The DEVELOPER agrees that no topsoil shall be removed from the SUBJECT LANDS without approval from the CITY Engineer. F. DIGGERS HOTLINE. Developer shall become a member of Diggers Hotline and provide evidence of such membership to the CITY Clerk before commencement of any land disturbing activities on the Subject Lands. Developer shall maintain said membership until all subsurface Improvements required under Section I have been finally accepted by the CITY as provided in Section III. G. PREVAILING WAGE RATES AND HOURS OF LABOR: If any aspect of the development involves a project of public works that is regulated by Wisconsin Statutes Section 66.0903 or 66.0904 then: (1) The Developer shall pay wage rates not less than the prevailing hourly wage rate as described and regulated pursuant to such statutes and related laws; and (2) The Developer shall comply with the prevailing hours of labor as described and regulated pursuant to such statutes and related laws; and (3) The Developer shall fully comply with the reporting obligations, and all other requirements of such laws; and (4) The Developer shall ensure that the Developer’s subcontractors also fully comply with such laws. The Developer’s General Indemnity obligation of this Agreement shall apply to any claim that alleges that work contemplated by this Agreement is being done, or has been done, in violation of prevailing wage rates, prevailing hours of labor, or Wisconsin Statutes Section 66.0903 or 66.0904, for any work arising out of this agreement. H. NOISE: Make every effort to minimize noise, dust and similar disturbances, recognizing that the SUBJECT LANDS are located near existing residences. Construction of improvements shall not begin before 7:00 a.m. during weekdays and Saturdays, and 9:00 a.m. on Sundays. Construction of improvements shall not contin ue beyond 7:00 p.m. during weekdays and Saturdays, and 5:00 p.m. on Sundays. I. DEBRIS: Have ultimate responsibility for cleaning up debris that has blown from buildings under construction within the SUBJECT LANDS until such time as all improvements have been installed and accepted by the CITY Common council. The CITY shall Page 56 of 71 8 make a reasonable effort to require the contractor, who is responsible for the debris, to clean up the same or to hold the subject property owner who hired the contractor responsible. The DEVELOPER and/or subject property owner shall clean up the debris within forty -eight (48) hours after receiving a notice from the CITY Engineer. If said debris is not cleaned up after notification, the CITY will do so at the DEVELOPER'S and/or subject property owner's expense. J. DUTY TO CLEAN ROADWAYS: The DEVELOPER shall be responsible for cleaning up the mud and dirt on the roadways until such time as the final lift of asphalt has been installed. The DEVELOPER shall clean the roadways within forty -eight (48) hours after receiving a notice from the CITY Engineer. If said mud, dirt and stone is not cleaned up after notification, the CITY will do so at the DEVELOPER's expense. The CITY will do its best to enforce existing ordinances that require builders to clean up their mud from construction. SECTION XVII. PAYMENT OF COSTS, INSPECTION & ADMINISTRATIVE FEES: The DEVELOPER shall pay and reimburse the CITY promptly upon billing for all fees, expenses, costs and disbursements which shall be incurred by the CITY in connection with this development or relative to the construction, installation, dedication and acceptance of the development improvements covered by this agreement, including without limitation by reason of enumeration, design, engineering, review, supervision, inspection and legal, administrative and fiscal work. CITY employee costs shall be based on regular CITY pay rates (or Engineering and administrative overtime, if applicable) plus 40% on the hourly rate for overhead and fringe benefits for any time actually spent on the project. Any costs for outside consultants shall be charged at the rate the consultant charges the CITY. Any such charge not paid by DEVELOPER within thirty (30) days of being invoiced may be charged against the financial guarantee held by the CITY pursuant to this agreement, or assessed against the development land as a special charge pursuant to §66.0627, Wis. Stats. SECTION XVIII. GENERAL INDEMNITY: In addition to, and not to the exclusion or prejudice of, any provisions of this agreement or documents incorporated herein by reference, the DEVELOPER shall indemnify and save harmless and agrees to accept tender of defense and to defend and pay any and all legal, accounting, consulting, engineering and other expenses relating to the defense of any claim asserted or imposed upon the CITY, its officers, agents, employees and independent contractors growing out of this agreement by any party or parties. The DEVELOPER shall also name as additional insureds on its general liability insurance the CITY, its officers, agents, employees and any independent contractors hired by the CITY to perform services as to this development and give the CITY evidence of the same upon request by the CITY. SECTION XIX. CITY RESPONSIBILITY: A. The CITY agrees to pay for the following oversizing costs, if it is determined by the CITY that the oversizing is necessary. The oversizing costs shall be calcula ted by viewing bids for similar improvements to determine the cost differences between the Page 57 of 71 9 stated sizes. The CITY reserves the right to determine the bid amounts to be used in this calculation. 1. Cost of increasing the size of the water main from eight inches to a larger size, including the cost of larger gate valves. 2. Cost of increasing the size of the sewer main from eight inches to a larger size. B. The CITY agrees to allow the DEVELOPER to connect to the CITY's municipal water system and sewerage system at s uch time as the water system and sanitary sewer system required herein has been dedicated to and accepted by the CITY. SECTION XX. INSURANCE: The DEVELOPER, its contractors, suppliers and any other individual working on the SUBJECT LANDS in the performance of this agreement shall maintain at all times until the expiration of the guarantee period, insurance coverage in the forms and in the amounts as required by the CITY. SECTION XXI. EXCULPATION OF CITY CORPORATE AUTHORITIES: The parties mutually agree that the CITY President of the CITY Common council, and/or the CITY Clerk, entered into and are signatory to this agreement solely in their official capacity and not individually, and shall have no personal liability or responsibility hereunder; and personal liability as may otherwise exist, being expressly released and/or waived. SECTION XXII. GENERAL CONDITIONS AND REGULATIONS: All provisions of the CITY Ordinances are incorporated herein by reference, and all such provisions shall bind the parties hereto and be a part of this agreement as fully as if set forth at length herein. This agreement and all work and improvements required hereunder shall be performed and carried out in strict accordance with and subject to the provisions of said Ordinances. SECTION XXIII. ZONING: The CITY does not guarantee or warrant that the SUBJECT LANDS will not at some later date be rezoned, nor does the CITY herewith agree to rezone the lands into a different zoning district. It is further understood that any rezoning that may take place shall not void this agreement. SECTION XXIV. COMPLIANCE WITH CODES AND STATUTES: The DEVELOPER shall comply with all current and future applicable codes of the CITY, County, State and federal government and, further, DEVELOPER shall follow all current and future lawful orders of any and all duly authorized employees and/or representatives of the CITY, County, State or federal government. SECTION XXVI. AGREEMENT FOR BENEFIT OF PURCHASERS: Page 58 of 71 10 The DEVELOPER agrees that in addition to the CITY'S rights herein, the provisions of this agreement shall be for the benefit of the purchaser of any lot or any interest in any lot or parcel of land in the SUBJECT LANDS. SECTION XXVII. ASSIGNMENT: The DEVELOPER shall not assign this agreement without the written consent of the CITY. The assignee must agree to all terms and conditions of this document in writing. SECTION XXVIII. PARTIES BOUND: The DEVELOPER or its assignees shall be bound by the terms of this agreement or any part herein as it applies to any phase of the development. SECTION XXIV. HEIRS & ASSIGNS: This agreement is binding upon the DEVELOPER, owners, their successors and assigns, and any and all future owners of the SUBJECT LANDS. SECTION XXXI. AMENDMENTS: The CITY and the DEVELOPER, by mutual consent, may amend this Developer's Agreement at any meeting of the CITY Common council. The CITY shall not, however, consent to an amendment until after first having received a recommendation from the CITY'S Plan Commission. IN WITNESS WHEREOF, the DEVELOPER and the CITY have caused this agreement to be signed by their appropriate officers and their corporate seals (if any) to be hereunto affixed in three original counterparts the day and year first above written. SHOREPOINT CITY CHURCH INC. By:______________________ By:______________________ Authorized Signatory STATE OF WISCONSIN ) )ss. COUNTY OF WAUKESHA ) Personally came before me this ______ day of ______________, ______, the above named _________________, Authorized Signatory of __________________________, to me known to be the person who executed the foregoing instrument and acknowledged the same. _____________________________ NOTARY PUBLIC, STATE OF WI My commission expires:_______ Page 59 of 71 11 CITY OF PEWAUKEE WAUKESHA COUNTY, WISCONSIN _____________________________ MAYOR _____________________________ CLERK Page 60 of 71 12 STATE OF WISCONSIN ) )ss. COUNTY OF WAUKESHA ) Personally came before me this _____ day of ____________, _______, the above-named ______________________, Mayor, and _____________________, Clerk, of the above-named municipal corporation, to me known to be the persons who executed the foregoing instrument and to me known to be such Mayor and Clerk of said municipal corporation and acknowledged that they executed the foregoing instrument as such officers as the deed of said municipal corporation by its authority and pursuant to the authorization by the CITY Common council from their meeting on the ______ day of ____________, _______. _____________________________ NOTARY PUBLIC, STATE OF WI My commission expires:_______ APPROVED AS TO FORM: ________________________________ CITY Attorney As Revised September 3, 2026 C:\MyFiles\Devagr\model.VOD.sewer and water.06-10-09.docx Page 61 of 71 B" 24 Culvert24" Culvert P G T T T T T T STST OH OH OH OH Iron Pipe Found P Iron Pipe Found Iron Pipe Found disturbedIron Pipe Found Iron Pipe Found disturbed Iron Pipe Found disturbed H 24" Culvert P OH OH OH OH OH OH OH OH OH OH OH OH OH OH CENTER SEC.12-7-19 CONC. MON W/ BRASS CAPEAST COR. SEC.12-7-19 CONC. MON W/ BRASS CAP CAPITOL DR. - S.T.H. 190 (public R/W width varies) N. LINE SE 14 SEC. 12-7-19 existing building garage garage asphalt asphalt asphalt asphalt asphalt OWNER: IHNEN PROPERTIES, LLC OWNER: RICHARD L BORENITSCH AND BARBARA A BORENITSCH OWNER: QUAD GRAPHICS INC DUPLAINVILLE RD. (public R/W width varies) WELLPP 12" Culvert 12" Culvert OH OH OH OH OH OH OH CTV CTV E E G G G G G G WET WET WET WET WET WET WET WET WET E ST G G G SANSANSANSANSAN SAN SAN SAN SAN SAN SAN existing building planter planter RIM 862.9 8" PVC S IE 852.9 RIM 866.76 8" PVC N IE 851.1 8" PVC SW IE 851.1 RIM 867.42 8" PVC NE IE 850.7 8" PVC SW IE 850.7 RIM 863.85 8" PVC NE IE 849.7 conc. conc. conc. curb conc. conc. curb conc. conc. curb conc. 495' ITEM 9 per document 651609* & 625057 one farm access point allowed 65.0' 132.0' Parcel: PWC 0912983 359,885 square feet 8.26183 acres Parcel: PWC 0912985 53,475 square feet 1.22762 acres Parcel: PWC 0912984 CSM 1295 57,697 square feet 1.32454 acres 16.5' 65.6' 106.3' 100.0' 12.5' ITEM 12 possible shared driveway 343.5' 60.0' (09) Right of Access per Doc. 651609 (N84° 37' 43"E) (N84° 37' 43"E) (S87° 42' 01"E) (S2° 24' 09"W) (N87° 35' 51"W) (N2° 24' 09"E) (N1° 01' 22"W) (N87° 44' 20"W) (S15° 49' 13"W) (N15° 49' 13"E) (N1° 05' 51"W) (N1° 05' 51"W) (S88° 54' 09"W) (N87° 42' 01"W) (S87° 35' 51"E) WW W WWW W WWWWW W W W W SAN SHOREPOINT27,745 SFFFE: 901.00 300 TOTAL SPACES P/L P/L P/L P/L P/L 25' SETBACK 25' SETBACK 25' SETBACK 20' SETBACK 20' SETBACK 25' SETBACK ONLY 25' SETBACK 25' SETBACK PROPOSED 30' PUBLIC UTILITY EASEMENT PROPOSED 15' PUBLIC ACCESS EASEMENT > > SAN SAN SAN SAN W W > > > > > > > W W > > > > > > > > > > W W W W W W W W 0+00 1+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+91 W W W W W W 865866867868869870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 901 897 897 898 899 900 901 901 901 902 903 904 905 906 903904905906907908909910911912913914915916917918919920921922923924925926927928929930 > > > > W W W W W W W W SAN SAN SAN GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. SLURRY BACKFILL IS REQUIRED FOR ALL WORK IN PUBLIC RIGHT OF WAY. 6. PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7. PUBLIC WATER MAIN SHALL CONFORM TO THE CITY OF PEWAUKEE TECHNICAL STANDARDS 8. WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 9. PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 235 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 10. SAWCUTTING DUPLAINVILLE ROAD TO CONNECT TO EXISTING WATER MAIN AND ABANDON SERVICES CANNOT TAKE PLACE ON OR BEFORE NOVEMBER 13, 2026. 11. COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 12. IF PROJECT IS DESIGN BUILD MEP, THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FINAL SEWER AND WATER DESIGN SHOWING LOCATION, INVERTS AND SIZES TO THE ENGINEER FOR FINAL REVIEW AND VERIFICATION PRIOR TO STARTING UNDERGROUND UTILITY CONSTRUCTION. 13. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS HALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS. 14. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. W > SAN DT C401 J C401 G C400 E C401 F C402 B PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED STORM SEWER LEGEND: PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE PROPOSED DRAIN TILE (UNDERDRAIN) PROPOSED FLARED END SECTION PROPOSED HYDRANT ASSEMBLY GRAPHIC SCALE 060120 THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. SEE SHEET C303 SEE SHEET C304 SEE SHEET C305 SEE SHEET C306 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. DRAWN BY: DESIGN DATE: PROJECT NO: CHECKED BY: APPROVED BY: SHEET NO: PLOT DATE: NO. REVISIONDATE ISSUANCEDATE KJB 2023.11.16 22074 PJI ---- C302 N34W22407 CAPITOL DRIVE SHOREPOINT CHURCH PEWAUKEE, WI 53072 UTILITY PLAN - PUBLIC WATER MAIN 2026.04.22 i:\vanman architects\22074- shorepoint church brookfield\060 CAD\030_Production Sheets\100_Civil\C302 Utility Plan - Public Water.dwg22074 C302 JRUEDAGUTIERREZ 2026.04.22 ---- ISSUED FOR PERMIT 09/11/2025 ---- ---- ---- ---- ---- ---- CITY REVIEW 11/25/2025 CITY REVIEW 01/09/2026 ---- DSPS SUBMITTAL 01/27/2026 CITY REVIEW 02/13/2026 CITY REVIEW 03/20/2026 CITY REVIEW 04/22/2026 ---- ---- ---- ---- ---- ---- Page 62 of 71 870 875 880 885 890 895 870 875 880 885 890 895 0+00 EX. PR. 0+50 895.88 EX. PR. 1+00 892.54 EX. PR. 1+50 893.33 EX. PR. 2+00 893.57 EX. PR. 2+50 891.04 EX. PR. 3+00 890.39 EX. PR. 3+50 889.64 EX. PR. 2.5 L.F. of 12" W.M. C900 PVC @ 1.80% 61.3 L.F. of 12" W.M. C900 PVC @ 4.30% EXISTING GRADE 176.3 L.F. of DIRECTIONALLY DRILLED HDPE 12" W.M. @ 1.00% 12" WAT - 45° HORIZ. BEND STA:0+66.27 0.00 12" S INV:885.48 12" NW INV:885.48 CONNECT TO EX. STA:0+00.00 0.00 8" SE INV:888.50 EX 12" N INV:888.50± 12" GATE VALVE (1) STA:2+45.10 0.00 12" S INV:883.67 12" N INV:883.67 12" x 12" TEE STA:2+47.60 0.00 12" E INV:883.63 12" N INV:883.63 12" W INV:883.63 12" X 6" ANCHOR TEE W/ VALVE AND VALVEBOX STA:2+42.60 0.00 12" S INV:883.72 12" N INV:883.72 6" E INV:883.97 2.5 L.F. of 12" W.M. C900 PVC @ 1.80% 5.0 L.F. of 8" W.M. C900 PVC @ 4.56% 8" X 12" REDUCER STA:0+05.00 0.00 12" SE INV:888.11 8" NW INV:888.27 12" GATE VALVE (3) STA:2+52.60 0.00 12" E INV:883.54 12" W INV:883.54 5.0 L.F. of 12" W.M. C900 PVC @ 1.80% 24" Culvert P GGG T T T T T T T T T T T T T T T ST ST OHOHOHOHOHOHOHOHOHOHOHOHOH W W W W W W W W W W W W W W W W 0+00 1+00 2+00 3+00 4+00 W W W W W W W W 12" x 12" TEE STA:2+47.60 12" E INV:883.63 12" N INV:883.63 12" W INV:883.63 12" WAT - 45° HORIZ. BEND STA:0+66.27 12" S INV:885.48 12" NW INV:885.48 CONNECT TO EX. REMOVE EX. PLUG AND BUTTRESS INSTALL 45° ELBOW WM TO BE GAPPED PRIOR TO CONNECTION STA:0+00.00 8" SE INV:888.50 EX 12" N INV:888.50± 2.5 L.F. of 12" W.M. C900 PVC @ 1.80% 12" X 6" ANCHOR TEE W/ VALVE AND VALVEBOX STA:2+42.60 12" S INV:883.72 12" N INV:883.72 6" E INV:883.97 6" GATE VALVE (1) STA:2+42.60, 0.0 L 6" W INV:883.97 6" E INV:883.97 5.0 L.F. of 6" W.M. C900 PVC @ 15.00% HYDRANT ASSEMBLY (1) FULLY RESTRAINED STA: 2+42.60, -5.0' L FLANGE ELEV:892.07 GND ELEV:891.82 6" W INV:884.72 176.3 L.F. of DIRECTIONALLY DRILLED HDPE 12" W.M. @ 1.00% PIT FOR DIRECTIONAL DRILL RECEIVING PIT FOR DIRECTIONAL DRILL CAPITOL DR 12" GATE VALVE (1) STA:2+45.10 12" S INV:883.67 12" N INV:883.67 12" GATE VALVE (3) STA:2+52.60 12" E INV:883.54 12" W INV:883.54 5.0 L.F. of 12" W.M. C900 PVC @ 1.80% 5.0 L.F. of 12" W.M. C900 PVC @ 1.80% 12" GATE VALVE (2) STA:2+47.60, 5.0 R 12" E INV:883.72 12" W INV:883.72 5.0 L.F. of 12" W.M. C900 PVC @ 1.80% END CAP STA:2+47.60, 10.0 R 12" E INV:883.81 2.5 L.F. of 12" W.M. C900 PVC @ 1.80% WWWWWWW WETHERSFIELD RD 8" X 12" REDUCER STA:0+05.00 12" SE INV:888.11 8" NW INV:888.27 ADD LOCATOR BOX NEAR PIT 5.0 L.F. of 8" W.M. C900 PVC @ 4.56% 61.3 L.F. of 12" W.M. C900 PVC @ 4.30% 339.0 L.F. of 12" W.M. C900 PVC @ 1.80% W > SAN DT C401 J C401 G C400 E C401 F C402 B PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED STORM SEWER LEGEND: PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE PROPOSED DRAIN TILE (UNDERDRAIN) PROPOSED FLARED END SECTION PROPOSED HYDRANT ASSEMBLY GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. SLURRY BACKFILL IS REQUIRED FOR ALL WORK IN PUBLIC RIGHT OF WAY. 6. PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7. PUBLIC WATER MAIN SHALL CONFORM TO THE CITY OF PEWAUKEE TECHNICAL STANDARDS 8. WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 9. PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 235 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 10. SAWCUTTING DUPLAINVILLE ROAD TO CONNECT TO EXISTING WATER MAIN AND ABANDON SERVICES CANNOT TAKE PLACE ON OR BEFORE NOVEMBER 13, 2026. 11. COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 12. IF PROJECT IS DESIGN BUILD MEP, THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FINAL SEWER AND WATER DESIGN SHOWING LOCATION, INVERTS AND SIZES TO THE ENGINEER FOR FINAL REVIEW AND VERIFICATION PRIOR TO STARTING UNDERGROUND UTILITY CONSTRUCTION. 13. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS HALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS. 14. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 02040 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. DRAWN BY: DESIGN DATE: PROJECT NO: CHECKED BY: APPROVED BY: SHEET NO: PLOT DATE: NO. REVISIONDATE ISSUANCEDATE KJB 2023.11.16 22074 PJI ---- C303 N34W22407 CAPITOL DRIVE SHOREPOINT CHURCH PEWAUKEE, WI 53072 UTILITY P&P - PUBLIC WATER MAIN 2026.04.22 i:\vanman architects\22074- shorepoint church brookfield\060 CAD\030_Production Sheets\100_Civil\C302 Utility Plan - Public Water.dwg22074 C303 JRUEDAGUTIERREZ 2026.04.22 ---- ISSUED FOR PERMIT 09/11/2025 ---- ---- ---- ---- ---- ---- CITY REVIEW 11/25/2025 CITY REVIEW 01/09/2026 ---- DSPS SUBMITTAL 01/27/2026 CITY REVIEW 02/13/2026 CITY REVIEW 03/20/2026 CITY REVIEW 04/22/2026 ---- ---- ---- ---- ---- ---- GRAPHIC SCALE 02040 SCALE VERTICAL: 1" = 4' HORIZONTAL: 1" = 20' MATCH LINE STA 3+75.00 MATCH LINE STA 3+75.00 REFER TO SHEET C304 Page 63 of 71 866 870 875 880 885 890 866 870 875 880 885 890 4+00 888.27 EX. PR. 4+50 887.68 EX. PR. 5+00 886.68 EX. PR. 5+50 885.80 EX. 886.47 PR. 6+00 885.04 EX. 886.79 PR. 6+50 884.26 EX. 886.08 PR. 7+00 883.20 EX. 885.51 PR. 7+50 882.84 EX. 885.02 PR. 8+00 882.75 EX. 884.66 PR. EXISTING GRADE PROPOSED GRADE 20.5 L.F. of 12" W.M. C900 PVC @ 1.80% 186.5 L.F. of 12" W.M. C900 PVC @ 0.50% 12" WAT GRADE BREAK STA:6+62.50 0.00 12" E INV:876.16 12" W INV:876.16 12" X 6" ANCHOR TEE W/ VALVE AND VALVEBOX STA:5+91.64 0.00 12" E INV:877.44 12" W INV:877.44 6" S INV:877.68 339.0 L.F. of 12" W.M. C900 PVC @ 1.80% 50.3 L.F. of 12" W.M. C900 PVC @ 1.80% 12" GATE VALVE (4) STA:6+41.98 0.00 12" E INV:876.53 12" W INV:876.53 P T T T T T OH OH P Iron Pipe Found OH OH OH OH OH OH OH OH OH OH OH OH OH OH ST OH OH OH OH WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET (09) Right of Access per ST ST P/L P/L 20' SETBACK 25' SETBACK ONLY > > > > > > > > > > > > 4+00 5+00 6+00 7+00 8+00 W 20.5 L.F. of 12" W.M. C900 PVC @ 1.80% W W W W W W W W W 12" WAT GRADE BREAK STA:6+62.50 12" E INV:876.16 12" W INV:876.16 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 901 CAPITOL DR W W W W W W W W W W W 339.0 L.F. of 12" W.M. C900 PVC @ 1.80% 12" X 6" ANCHOR TEE W/ VALVE AND VALVEBOX STA:5+91.64 12" E INV:877.44 12" W INV:877.44 6" S INV:877.68 6" GATE VALVE (2) STA:5+91.64 6" N INV:877.69 6" S INV:877.69 5.0 L.F. of 6" W.M. C900 PVC @ 15.00% HYDRANT ASSEMBLY (2) FULLY RESTRAINED STA: 5+91.64, 5.0' R FLANGE ELEV:885.48 GND ELEV:885.23 6" N INV:878.43 186.5 L.F. of 12" W.M. C900 PVC @ 0.50% W W 50.3 L.F. of 12" W.M. C900 PVC @ 1.80% 12" GATE VALVE (4) STA:6+41.98 12" E INV:876.53 12" W INV:876.53 GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. SLURRY BACKFILL IS REQUIRED FOR ALL WORK IN PUBLIC RIGHT OF WAY. 6. PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7. PUBLIC WATER MAIN SHALL CONFORM TO THE CITY OF PEWAUKEE TECHNICAL STANDARDS 8. WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 9. PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 235 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 10. SAWCUTTING DUPLAINVILLE ROAD TO CONNECT TO EXISTING WATER MAIN AND ABANDON SERVICES CANNOT TAKE PLACE ON OR BEFORE NOVEMBER 13, 2026. 11. COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 12. IF PROJECT IS DESIGN BUILD MEP, THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FINAL SEWER AND WATER DESIGN SHOWING LOCATION, INVERTS AND SIZES TO THE ENGINEER FOR FINAL REVIEW AND VERIFICATION PRIOR TO STARTING UNDERGROUND UTILITY CONSTRUCTION. 13. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS HALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS. 14. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. W > SAN DT C401 J C401 G C400 E C401 F C402 B PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED STORM SEWER LEGEND: PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE PROPOSED DRAIN TILE (UNDERDRAIN) PROPOSED FLARED END SECTION PROPOSED HYDRANT ASSEMBLY THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 02040 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. DRAWN BY: DESIGN DATE: PROJECT NO: CHECKED BY: APPROVED BY: SHEET NO: PLOT DATE: NO. REVISIONDATE ISSUANCEDATE KJB 2023.11.16 22074 PJI ---- C304 N34W22407 CAPITOL DRIVE SHOREPOINT CHURCH PEWAUKEE, WI 53072 UTILITY P&P - PUBLIC WATER MAIN 2026.04.22 i:\vanman architects\22074- shorepoint church brookfield\060 CAD\030_Production Sheets\100_Civil\C302 Utility Plan - Public Water.dwg22074 C304 JRUEDAGUTIERREZ 2026.04.22 ---- ISSUED FOR PERMIT 09/11/2025 ---- ---- ---- ---- ---- ---- CITY REVIEW 11/25/2025 CITY REVIEW 01/09/2026 ---- DSPS SUBMITTAL 01/27/2026 CITY REVIEW 02/13/2026 CITY REVIEW 03/20/2026 CITY REVIEW 04/22/2026 ---- ---- ---- ---- ---- ---- GRAPHIC SCALE 02040 SCALE VERTICAL: 1" = 4' HORIZONTAL: 1" = 20' MATCH LINE STA 3+75.00 REFER TO SHEET C303 MATCH LINE STA 8+25.00 REFER TO SHEET C305 Page 64 of 71 860 865 870 875 880 885 890 895 860 865 870 875 880 885 890 895 8+50 882.48 EX. 884.37 PR. 9+00 882.10 EX. 884.61 PR. 9+50 888.35 EX. 887.42 PR. 10+00 887.67 EX. 888.55 PR. 10+50 885.26 EX. 886.41 PR. 11+00 883.80 EX. 883.30 PR. 11+50 880.43 EX. 879.80 PR. EXISTING GRADE PROPOSED GRADE 18" STORM STA:9+49.61 INV:883.17 230.8 L.F. of 12" W.M. C900 PVC @ 6.34% 5.0 L.F. of 12" W.M. C900 PVC @ 3.83% 15.0 L.F. of 12" W.M. C900 PVC @ 3.83% 66.2 L.F. of 12" W.M. C900 PVC @ 3.83% 7.6 L.F. of 12" W.M. C900 PVC @ 3.83% 6.4 L.F. of 12" W.M. C900 PVC @ 3.83% 54.9 L.F. of 12" W.M. C900 PVC @ 3.83% 12" X 6" TEE STA:10+04.02 0.00 12" E INV:881.17 12" W INV:881.17 6" S INV:881.42 12" - 45° HORIZ. BEND STA:9+92.67 0.00 12" E INV:880.74 12" NW INV:880.74 12" WAT - 45° HORIZ. BEND STA:9+77.68 0.00 12" SE INV:880.16 12" N INV:880.16 12" WAT - 45° HORIZ. BEND STA:9+11.52 0.00 12" S INV:877.63 12" NW INV:877.63 12" WAT - 45° HORIZ. BEND W/ GRADE BREAK STA:9+03.91 0.00 12" SE INV:877.34 12" W INV:877.34 12" GATE VALVE (5) STA:9+99.02 0.00 12" E INV:880.98 12" W INV:880.98 12" X 6" HYDRANT TEE STA:8+48.98 0.00 12" E INV:875.23 12" W INV:875.23 6" S INV:875.48 186.5 L.F. of 12" W.M. C900 PVC @ 0.50% 12" GATE VALVE (6) STA:10+09.02 0.00 12" E INV:880.88 12" W INV:880.88 5.0 L.F. of 12" W.M. C900 PVC @ 5.92% 24" STORM STA:9+15.08 INV:881.31 2" RIGID INSULATION 4' X 8' Iron Pipe Found H 24" Culvert P OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH ST WELL OHOH CTV E E WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET ST ST ST ST ST P/L P/L P/L P/L ONLY PROPOSED 30' PUBLIC UTILITY EASEMENT PROPOSED 15' PUBLIC ACCESS EASEMENT > > > > > > > > 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 > > > > > > > > > > > > > > > > W W W W W W W W W W W W W W W W W W 8+00 9+00 10+00 11+00 12+00 15.0 L.F. of 12" W.M. C900 PVC @ 3.83% 5.0 L.F. of 12" W.M. C900 PVC @ 3.83% 66.2 L.F. of 12" W.M. C900 PVC @ 3.83% 54.9 L.F. of 12" W.M. C900 PVC @ 3.83% 6.4 L.F. of 12" W.M. C900 PVC @ 3.83% W W W W W W W 2.0 L.F. of 6" W.M. C900 PVC @ 5.00% 1.0 L.F. of 6" W.M. C900 PVC @ 5.00% 883 884 885 886 887 12" - 45° HORIZ. BEND STA:9+92.67 12" E INV:880.74 12" NW INV:880.74 12" WAT - 45° HORIZ. BEND STA:9+11.52 12" S INV:877.63 12" NW INV:877.63 12" WAT - 45° HORIZ. BEND STA:9+77.68 12" SE INV:880.16 12" N INV:880.16 12" X 6" TEE STA:10+04.02 12" E INV:881.17 12" W INV:881.17 6" S INV:881.42 12" WAT - 45° HORIZ. BEND W/ GRADE BREAK STA:9+03.91 12" SE INV:877.34 12" W INV:877.34 12" GATE VALVE (5) STA:9+99.02 12" E INV:880.98 12" W INV:880.98 12" X 6" HYDRANT TEE STA:8+48.98 12" E INV:875.23 12" W INV:875.23 6" S INV:875.48 HYDRANT ASSEMBLY (3) FULLY RESTRAINED STA: 8+48.98, 3.0' R FLANGE ELEV:883.65 GND ELEV:883.40 6" N INV:875.63 6" GATE VALVE (3) STA:8+48.98 6" N INV:875.53 6" S INV:875.53 UTILITY CROSSING W/ 2" RIGID INSULATION 4' X 8' OVER WM 12" WAT INV:876.55 24" STM INV:881.66 UTILITY CROSSING 12" WAT INV:877.76 18" STM INV:883.17 > > > > > > > > > > CAPITOL DR 7.6 L.F. of 12" W.M. C900 PVC @ 3.83% 5.0 L.F. of 12" W.M. C900 PVC @ 5.92% 12" GATE VALVE (6) STA:10+09.02 12" E INV:880.88 12" W INV:880.88 230.8 L.F. of 12" W.M. C900 PVC @ 6.34% GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. SLURRY BACKFILL IS REQUIRED FOR ALL WORK IN PUBLIC RIGHT OF WAY. 6. PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7. PUBLIC WATER MAIN SHALL CONFORM TO THE CITY OF PEWAUKEE TECHNICAL STANDARDS 8. WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 9. PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 235 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 10. SAWCUTTING DUPLAINVILLE ROAD TO CONNECT TO EXISTING WATER MAIN AND ABANDON SERVICES CANNOT TAKE PLACE ON OR BEFORE NOVEMBER 13, 2026. 11. COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 12. IF PROJECT IS DESIGN BUILD MEP, THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FINAL SEWER AND WATER DESIGN SHOWING LOCATION, INVERTS AND SIZES TO THE ENGINEER FOR FINAL REVIEW AND VERIFICATION PRIOR TO STARTING UNDERGROUND UTILITY CONSTRUCTION. 13. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS HALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS. 14. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. W > SAN DT C401 J C401 G C400 E C401 F C402 B PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED STORM SEWER LEGEND: PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE PROPOSED DRAIN TILE (UNDERDRAIN) PROPOSED FLARED END SECTION PROPOSED HYDRANT ASSEMBLY GRAPHIC SCALE 02040 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. DRAWN BY: DESIGN DATE: PROJECT NO: CHECKED BY: APPROVED BY: SHEET NO: PLOT DATE: NO. REVISIONDATE ISSUANCEDATE KJB 2023.11.16 22074 PJI ---- C305 N34W22407 CAPITOL DRIVE SHOREPOINT CHURCH PEWAUKEE, WI 53072 UTILITY P&P - PUBLIC WATER MAIN 2026.04.22 i:\vanman architects\22074- shorepoint church brookfield\060 CAD\030_Production Sheets\100_Civil\C302 Utility Plan - Public Water.dwg22074 C305 JRUEDAGUTIERREZ 2026.04.22 ---- ISSUED FOR PERMIT 09/11/2025 ---- ---- ---- ---- ---- ---- CITY REVIEW 11/25/2025 CITY REVIEW 01/09/2026 ---- DSPS SUBMITTAL 01/27/2026 CITY REVIEW 02/13/2026 CITY REVIEW 03/20/2026 CITY REVIEW 04/22/2026 ---- ---- ---- ---- ---- ---- THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 02040 SCALE VERTICAL: 1" = 4' HORIZONTAL: 1" = 20' MATCH LINE STA 8+25.00 MATCH LINE STA 8+25.00 REFER TO SHEET C304 MATCH LINE STA 11+75.00 REFER TO SHEET C306 Page 65 of 71 845 850 855 860 865 870 875 880 885 845 850 855 860 865 870 875 880 885 12+50 874.06 EX. 872.88 PR. 13+00 870.90 EX. 870.59 PR. 13+50 870.59 EX. 868.05 PR. 14+00 867.23 EX. 865.64 PR. 14+50 862.58 EX. 863.63 PR. 15+00 EX. PR. 12" STORM STA:13+42.98 INV:864.80 5.0 L.F. of 12" W.M. C900 PVC @ 0.00% 106.3 L.F. of 12" W.M. C900 PVC @ 5.66% 24.6 L.F. of 12" W.M. C900 PVC @ 5.12% 230.8 L.F. of 12" W.M. C900 PVC @ 6.34% 76.6 L.F. of 12" W.M. C900 PVC @ 0.00% EXISTING GRADE PROPOSED GRADE CONNECT TO EX. 12" WM STA:14+91.28 0.00 12" W INV:856.50 EX. 12" N/S INV:856.50± 12" WAT - 45° HORIZ. BEND W/ GRADE BREAK STA:14+09.67 0.00 12" E INV:856.50 12" NW INV:856.50 12" WAT - 22.5° HORIZ BEND STA:13+03.33 0.00 12" SE INV:862.52 12" W INV:862.52 12" WAT - 22.5° HORIZ. BEND STA:12+39.80 0.00 12" E INV:866.25 12" W INV:866.25 12" GATE VALVE (7) STA:14+86.28 0.00 12" E INV:856.50 12" W INV:856.50 12" X 6" ANCHOR TEE W/ VALVE AND VALVEBOX STA:12+78.76 0.00 12" E INV:863.78 12" W INV:863.78 6" S INV:864.03 39.0 L.F. of 12" W.M. C900 PVC @ 6.33% 12" STORM STA:14+47.18 INV:861.40 H OH OH OH OH OH OH OH WELL P P 12" Culvert 12" Culvert OH OH OH OH OH OH OH OH OH OH OH OH OH CTV CTV CTV CTV CTV CTV CTV E E E E E E E G E G G G G G G G G G SANSANSAN ST WWWWWWWWWWW W W W SAN SAN SAN P/L P/L P/L 25' SETBACK 25' SETBACK PROPOSED 15' PUBLIC ACCESS EASEMENT 862 862 863 864 865 866 866 866 867 867 867 867 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 > > > W W W W W W W W W W 12+00 13+00 14+00 14+91 230.8 L.F. of 12" W.M. C900 PVC @ 6.34% W W W 12" WAT - 45° HORIZ. BEND W/ GRADE BREAK STA:14+09.67 12" E INV:856.50 12" NW INV:856.50 12" WAT - 22.5° HORIZ BEND STA:13+03.33 12" SE INV:862.52 12" W INV:862.52 12" WAT - 22.5° HORIZ. BEND STA:12+39.80 12" E INV:866.25 12" W INV:866.25 UTILITY CROSSING 12" WAT INV:856.50 12" STM INV:861.43 30' UTILITY EASTMENT > > > > > > > DUPLAINVILLE RD W 39.0 L.F. of 12" W.M. C900 PVC @ 6.33% 12" X 6" ANCHOR TEE W/ VALVE AND VALVEBOX STA:12+78.76 12" E INV:863.78 6" S INV:864.03 12" W INV:863.78 13.2 L.F. of 6" W.M. C900 PVC @ 10.96% CONNECT TO EX. 12" WM ISOLATE AND CUT INTO EX. WM, DO NOT LIVE TAP STA:14+91.28 12" W INV:856.50 EX. 12" N/S INV:856.50± 12" GATE VALVE (7) STA:14+86.28 12" E INV:856.50 12" W INV:856.50 5.0 L.F. of 12" W.M. C900 PVC @ 0.00% 106.3 L.F. of 12" W.M. C900 PVC @ 5.66% 24.6 L.F. of 12" W.M. C900 PVC @ 5.12% 76.6 L.F. of 12" W.M. C900 PVC @ 0.00% UTILITY CROSSING 12" WAT INV:860.65 12" STM INV:864.80 6" GATE VALVE (9) STA:12+78.76 6" S INV:864.06 6" N INV:864.06 HYDRANT ASSEMBLY (4) FULLY RESTRAINED STA: 12+78.76, 13.4' R FLANGE ELEV:872.28 GND ELEV:872.03 6" N INV:865.50 GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. SLURRY BACKFILL IS REQUIRED FOR ALL WORK IN PUBLIC RIGHT OF WAY. 6. PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7. PUBLIC WATER MAIN SHALL CONFORM TO THE CITY OF PEWAUKEE TECHNICAL STANDARDS 8. WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 9. PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 235 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 10. SAWCUTTING DUPLAINVILLE ROAD TO CONNECT TO EXISTING WATER MAIN AND ABANDON SERVICES CANNOT TAKE PLACE ON OR BEFORE NOVEMBER 13, 2026. 11. COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 12. IF PROJECT IS DESIGN BUILD MEP, THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FINAL SEWER AND WATER DESIGN SHOWING LOCATION, INVERTS AND SIZES TO THE ENGINEER FOR FINAL REVIEW AND VERIFICATION PRIOR TO STARTING UNDERGROUND UTILITY CONSTRUCTION. 13. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS HALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS. 14. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. W > SAN DT C401 J C401 G C400 E C401 F C402 B PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED STORM SEWER LEGEND: PROPOSED STORM INLET PROPOSED STORM MANHOLE PROPOSED SANITARY MANHOLE PROPOSED DRAIN TILE (UNDERDRAIN) PROPOSED FLARED END SECTION PROPOSED HYDRANT ASSEMBLY GRAPHIC SCALE 02040 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. DRAWN BY: DESIGN DATE: PROJECT NO: CHECKED BY: APPROVED BY: SHEET NO: PLOT DATE: NO. REVISIONDATE ISSUANCEDATE KJB 2023.11.16 22074 PJI ---- C306 N34W22407 CAPITOL DRIVE SHOREPOINT CHURCH PEWAUKEE, WI 53072 UTILITY P&P - PUBLIC WATER MAIN 2026.04.22 i:\vanman architects\22074- shorepoint church brookfield\060 CAD\030_Production Sheets\100_Civil\C302 Utility Plan - Public Water.dwg22074 C306 JRUEDAGUTIERREZ 2026.04.22 ---- ISSUED FOR PERMIT 09/11/2025 ---- ---- ---- ---- ---- ---- CITY REVIEW 11/25/2025 CITY REVIEW 01/09/2026 ---- DSPS SUBMITTAL 01/27/2026 CITY REVIEW 02/13/2026 CITY REVIEW 03/20/2026 CITY REVIEW 04/22/2026 ---- ---- ---- ---- ---- ---- THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 02040 SCALE VERTICAL: 1" = 4' HORIZONTAL: 1" = 20' MATCH LINE STA 12+25.00 MATCH LINE STA 12+25.00 REFER TO SHEET C305 Page 66 of 71 Item Quantity Unit Unit Price Total 12" MJ Cut-In Sleeve Connection 1 EA 11,162.00$ 11,162.00$ 12" MJ 45 degree Bend Connection 1 EA 5,129.00$ 5,129.00$ 12" C900 PVC Certa-Loc Directional Bored 170 LF 269.00$ 45,730.00$ 12" C900 PVC Water Main 1217 LF 125.00$ 152,125.00$ 6" C900 Hydrant Lead 27 LF 175.00$ 4,725.00$ 6" C900 PVC Water Main 13 LF 734.00$ 9,542.00$ 12" MJ Gate Valve & Box 7 EA 4,828.00$ 33,796.00$ 6" MJ Gate Valve & Box 1 LF 1,948.00$ 1,948.00$ Hydrant Assembly w/ 6" Gate Valve 4 EA 7,671.00$ 30,684.00$ MJ Fittings 20 EA 935.00$ 18,700.00$ Traffic Control 1 LS 1,109.00$ 1,109.00$ Subtotal 314,650.00$ Contractor General Conditions 6% 18,879.00$ CM Fee 3.15% 10,506.16$ Total 344,035.16$ 20% 68,807.03$ Financial Guarantee 412,842.20$ Shorepoint Church Public Water Main Page 67 of 71 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action Establishing the 2027 Garbage and Recycling Collection Rates with Johns Disposal. [Wagner] Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: Beginning in 2015 the City has contracted residential garbage and recycling collections with Johns Disposal. The contract was extended 5 years in 2025 with an initial rate increase of 5% in 2024 and 4% annual increase in years 2026-2029. The contract contains seven billable services, four of which experience cost adjustments annually based on the new rates. Please note rate increases are no longer based upon the Consumer Price Index (CPI) and Fuel Index (diesel) which is how our previous contract rates were adjusted. As we project and estimate the 2027 costs, it should be noted that several categories change annually: 1) the number of residential customers is estimated to increase; 2) landfill disposal tons continue to increase due to residential growth; 3) we did not receive a County recycling dividend for the recycling operations in 2026 which would have reduced the per house rate; 4) City recycling collection costs at City Hall have averaged $79,000 for the last several years so this cost is now incorporated into the garbage/recycling rate; and 5) Johns Disposal rate increase is 4% for 2027 per the contract. All the above factors result in a rate of $234.00 per residential unit (home). Fiscal Impact: The requested residential recycling and garbage collection fee of $234 per home would make the collections of garbage and recycling, both the Johns Disposal and City Recycling Center and City Hall, paid via the residential fee Recommended Motion: Common Council establish the 2027 Residential Recycling and Garbage Collection Fee at $234.00 per home per the contract. Page 68 of 71 2027 Budget Estimate- 8/26/2026 Garbage & Recycling Collections Rate 5% increase per contract in 2025 then 4% after 5% increase for landfill & rates - carts remain stagnant so overall increase was Assume: 194 up the drive; 5249 curbside. 5433 Total collection units As of July 2026, 5393. Adding 10 units for rest of 2026 & 30 units in for 2027. 2026 2027 rate Service Item per hm/month formula No. units Garbage 0.70$ 0.70$ 5249 44,092$ 5.19$ 5.40$ 5433 352,058$ 1.14$ 1.19$ 5433 77,583$ 51.53$ 53.07$ 4300 228,201$ 701,934$ Garbage costs Recycling 0.75$ 0.75$ 5249 47,241$ 0.40$ 0.40$ 195 936$ 6.50$ 6.76$ 5433 440,725$ Weekly pick up 79,000$ 567,902$ Recycling costs 1,269,836$ 1,269,836$ County reimbursements for recycling Per House/month $0.00 5100 -$ 96 gal recycling cart -$ 5,027.00 -$ 222.00$ 2026 32 gal recycling cart -$ 213.00 -$ Total County Reimbursement 5,100 units -$ -$ -$ 1,269,836$ 233.73$ County Recycling Incentive (2026 June) -$ -$ 1,269,836$ 233.73$ *Waukesha County will no longer sponsor the large recycling dumpsters at City Hall. Cost shown is estimated expenses for 2027 based upon past years. 2027 rate 234$ $1,264,302.00 based upon 2027 rate times 5403 units (est. fo per home (5.41% increase) with County Recycling Incentive of $0.00 per home (5.41% increase) with County Recycling Incentive of $0 recycling collections On site Recycling* 32 gal recycling cart Garbage Cart Gargage collections Bulky Items Landfill 96 gal recycling cart Page 69 of 71 Year Garbage Rate Increase/Decrease % 2014 195 per home 2015 155 -20.51 per home New Contract with John's 2016 153 -1.29 per home 2017 144 -5.88 per home 2018 135 -6.25 per home 2019 139 2.96 per home 2020 150 7.91 per home 2021 161 7.33 per home (per John's Request) 2022 166 3.11 per home 2023 178 7.23 per home 2024 210 17.98 per home (add weekly recycle pick up) 2025 214 1.9 per home New contract extension with John 2026 222 3.74 per home 2027 234 5.41 per home Page 70 of 71 's Page 71 of 71