Common Council Meeting - First Monday — Agenda Packet

Office of the Clerk/Treasurer W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0770 COMMON COUNCIL MEETING NOTICE AND AGENDA Monday, June 1, 2026 6:30 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. Plan Commission Reports and Recommendations 3.1 PUBLIC HEARING, Discussion and Possible Action Regarding a Recommendation to the Common Council for a Conditional Use Permit for Solveig Spa Skola to Allow for a Spa Service Business to be Located at N27 W23960 Paul Road (PWC 0918-998-024) [Fuchs] 4. New Business 4.1 Discussion and Possible Action to Approve the Replacement of the Pewaukee Public Library's HVAC Controls in the Amount not to Exceed $16,000 [Champe] 4.2 Discussion and Possible Action Regarding a Letter of Support for a FRA CRISI Grant Application for the Amtrak Hiawatha West Project and Station Located Along the North Side of Marjean Lane and West of Duplainville Road [Fuchs] 4.3 Discussion Related to the 2027 Budgeting Process [Fuchs] 4.4 Discussion and Possible Action Regarding the Accounts Payable Listing Submitted June 1, 2026 [Tarczewski] 5. Engineering 5.1 Discussion and Possible Action Regarding MEA Forward LLC (Lake Country Eye Surgery) Easement Agreement. [Wagner] 5.2 Discussion and possible Action To Send a Letter of Support to the U.S. Department of Transportation on Behalf of Waukesha County's CTH K Grade Crossing Elimination Project. [Wagner] 5.3 Discussion and Possible Action Regarding The Glen at Springdale [Wagner] 1. Approve the Stockpile & Grading Agreement 2. Approve the Financial Guarantee in the amount of $250,000. 6. 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. Page 1 of 74 7. Adjournment Kelly Tarczewski Clerk/Treasurer 5/29/2026 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 74 City of Pewaukee - New Agenda Item Agenda Language: Public Hearing, Discussion and Action Regarding a Recommendation to the Common Council for a Conditional Use Permit for Solveig Spa Skola to Allow for a Spa Service Business to be Located at N27 W23960 Paul Road (PWC 0918998024) Sub Item Agenda Language: Background Provided By: Nick Fuchs Background: At their May 21, 2026, meeting, the Plan Commission unanimously recommended approval of the Conditional Use Permit for Solveig Spa Skola to locate within an existing tenant space at N27W23960 Paul Road. Fiscal Impact: Recommended Motion: A motion to approve the Conditional Use Permit for Solveig Spa Skola, LLC for property located at N27W23960 Paul Road. Page 3 of 74 Office of the Planner & Community Development Director W240 N3065 Pewaukee Road Pewaukee, Wisconsin 53072 Phone (262) 691-0770 Fax (262) 691-1798 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of May 21, 2026 Date: May 11, 2026 Project Name: Solveig Spa Skola, LLC Conditional Use Project Address/Tax Key No.: N27W23960 Paul Road / PWC 0918998024 Applicant: Solveig Spa Skola LLC Property Owner: WEST WIND LLC Current Zoning: B-6 Mixed Use Business District 2050 Land Use Map Designation: Office Commercial Use of Surrounding Properties: Stormwater pond to the north, office to the south and west, and industrial to the east Project Description/Analysis The applicant filed a Conditional Use Permit to locate a spa and educational/training business use within an existing 400 square foot tenant space located at N27W23960 Paul Road, Suite 3. The proposed use includes several different services. The business provides spa services such as massage therapy, facials, body wraps, skin care, and other wellness type treatments. The applicant also indicated that they will teach Cardiopulmonary Resuscitation (CPR) and Basic Life Support (BLS). Additionally, the business teaches massage therapy to clients pursuing a license in massage therapy. The applicant also stated that they intend to work with a State Examiner to teach and assist students in becoming certified in several state licensed occupations, such as massage therapy, cosmetology, nail technicians, and estheticians. Hours of operations are from 8:00 a.m. to 8:00 p.m. Monday through Thursday and 8:00 a.m. to 5:00 p.m. on Fridays and Saturdays. The business is closed on Sundays. Currently the business is solely owner operated but there are plans to hire a receptionist in the future. According to the applicant, it is anticipated to have three to four clients and three to four students per day. The site has approximately 67 parking spaces that are shared by all tenants. Staff is not aware of any existing parking issues. Moreover, the subject use is not anticipated to add substantial parking demand to the site. The property is zoned B-6, which permits the uses allowed in the B-4 and B-5 districts, including conditional uses. Although spa services and related operations are not specifically listed in those districts, the B-6 District also allows, as a conditional use, “[a]ny retail, service or office use that is compatible with those uses listed above as determined by the Plan Commission.” Page 4 of 74 Planner & Community Development Director Nick Fuchs Note the B-6 District intent states, “[t]he B-6 Mixed-Use Business District is intended to provide for the orderly and attractive grouping of buildings which encompass more than one type of non-industrial business use which are compatible from a traffic, density and general use standpoint.” Staff finds the proposed use is most similar to and compatible with B-4 District office type uses. Staff Recommendation Staff recommends approval of the Conditional Use Permit for Solveig Spa Skola, LLC, to be located within Suite 3 of N27W23960 Paul Road. Page 5 of 74 Solveig Spa Skola, LLC This space is approximately 400 SQ FT in Suite 3 at WWI N27 W23960 Paul Road, Pewaukee, WI 53072. The services that I will provide at WWI N27 W23960 Paul Road is a Scandinavian spa services to include massage therapies to offer a variety of relaxation and wellness treatments, primarily focusing on massage therapy and teaching potential students to become licensed in massage therapy. It is a place that will offer a Swedish massage that primarily target muscle manipulation for pain relief and overall relaxation and rejuvenation, facials, body wraps, and other wellness experiences, often incorporating skin care and therapeutic treatment for wellness. And secondly, I will teach CPR/BLS. Being a registered nurse of approximately 40 years, I am also certified in CPR/BLS and certified in teaching these very important life skills. Also, I will be working with the State of Wisconsin to be a State Examiner for students to be licensed in a variety of state licensed occupations, e.g. massage therapy, cosmetology, nail technicians, and esthetician. These services will be provided to where the State of Wisconsin wants the students to complete the state examinations. The reason I am telling you that I will be working with the State of Wisconsin is because the State is very strict, and they will be monitoring my skill set very closely. Page 6 of 74 . t~ Suite 3 * WWI N27 W23960 Paul Road 53012.. ·',/?.."':-.c __ ; __ ·-_,--__ f';-c:f:F O _,,,·"--" ,.:L_· __ ,"',':: L;::_ .{ ,:.,_,t.,_,; r.--,,:~-~ .. :c7'•':.·0v.::c .l~~ --·--<_---, .. J .... :,::-,_1/c_ P.~_.,,,_.:,~, ... ,·_._·: __ G 1> .... "l':.c .tc· <_(_: '.(A'"'-,,~ . .Y--~-.: <>:,:.¢,:>.:{"_.:ff ~Pi'~, .. ~ •r." :t:<> < c: -· "<<?. . ;_ -"-">"•~:~>;··--_ • 0 :,--f/.-.. ? .G':-f,F·y_;-:,.-,:~~-t -_,:JC, ,,:."c:,!-S __ ..;_..:'>"!_ --~-. 2-· "·";'\"'.?"' •·. y_-..-,_--,,"-:-0 ,..... ________ --:·· ···· 11· 2" Available SUITE 3 400SQ. FT. $566. Mo. t,_ ____________________ . 19' 211 17 1 711 ~.· ~$flit~ • ◊~lei; <;O~MJ~elAJ.; .• .. ;c•;• c-0 .• A•.O>hC '"· YY;.·;.J<»/• 7.,~ul~~~tlfi'~~~~t~~~.~~r::~~i~~~~< ... ,,.~.•,FMh. ,,y·;.<•0•.·>cc•.;·."';C•J 1025 W. Glen Oaks Lane, Suite 202 Mequon, WI 53092 262.241.8740 www.mikkelsonbuilders.com Page 7 of 74 1       TO: Common Council, City of Pewaukee FROM: Nan Champe, Library Director SUBJECT: Request for Project and Funding A pproval for Pewaukee Public Library HVAC Controls Replacement Project DATE: 5/26/2026 On behalf of the Pewaukee Public Library Board of Trustees, I respectfully submit a request for project and funding approval for the replacement of the Library’s HVAC control system. The total project cost includes contracted services from Southport Engineered Systems in the amount of $69,964, along with an additional budget allocation of $10,000 for technical services provided by Harwood Consulting, IT support from Taylor Computing, and a contingency allowance for any unforeseen expenses that may arise during the project. A formal RFP process, conducted in accordance with the legal requirements of the State of Wisconsin, concluded on May 4, 2026. Six (6) contractors submitted proposals based on the same scope of work, specifications, and performance standards. The ad hoc committee reviewed all submissions to ensure compliance with the RFP requirements. Because the two lowest bids met all required specifications, both proposals were forwarded to the Library Board for consideration. In addition to pricing, the proposals differed in the type of the Carrier I-VU system being offered. Following discussion with the Board, I conducted additional research regarding the functionality and long-term suitability of the proposed software systems. The Board authorized this review and subsequently approved awarding the contract to the lowest qualified bidder, contingent upon final software determination, for an amount not to exceed $75,000.00. Following this review, I believe the Carrier I-VU Pro, proposed by Southport Engineered Systems is the best option for the Library. The replacement of the Library’s HVAC control system is categorized as a Capital Project under the Joint Library Agreement. In accordance with the terms of the agreement, the City has agreed to contribute 20% toward eligible capital project costs. For this project, the City’s share of the contract cost would total $13,993, with an additional $2,000 allocated toward associated project expenses and contingency costs. Accordingly, we respectfully request funding approval in an amount not to exceed $16,000. We sincerely appreciate the City’s continued support and partnership in maintaining and improving our shared community resources. Please feel free to contact me if you need any additional information regarding this project. Enclosures: 1. RFP Tabulation 2. Southport Engineered Systems Proposal Page 8 of 74 Page 9 of 74   6WK6WUHHW‡&DOHGRQLD:,‡3KRQH 3DJHRI 0D\  1DQ&KDPSH 3HZDXNHH3XEOLF/LEUDU\ 0DLQ6WUHHW 3HZDXNHH:,  5H 3HZDXNHH3XEOLF/LEUDU\² +9$&&RQWURO6\VWHP8SJUDGH   6RXWKSRUW(QJLQHHUHG6\VWHPVLVSOHDVHGWRRIIHUWKHIROORZLQJ SURSRVDOIRU\RXUFRQVLGHUDWLRQEDVHGRQ5)3GRFXPHQW IURPDQG$GGHQGXPIURP  &DUULHU,9X3UR&RQWURO6\VWHP8SJUDGH  'HPR5HPRYHDQGGLVSRVHRIH[LVWLQJ$6,FRQWUROOHUVDQGFRPSR QHQWVWREHUHSODFHG  3URYLGHDQGLQVWDOODQHZ&DUULHU,983URIURQWHQGV\VWH POLFHQVHXSWRFRQWUROOHUVGHYLFHVRQDQHZ RSHUDWRUZRUNVWDWLRQZLWKWKHIROORZLQJ o 7ZHQW\)LYH,39$9&RQWUROOHUVZLWKQHZVXSSO\DLUVHQVRUVDQGVOLGHEDUDGMXVWDEOHZDOOVHQVRUV FDQEHORFNHGRXW([LVWLQJ9$9ER[HVKRWZDYHUYDOYHVSRZH UZLULQJDQGVHQVRUZLULQJWRUHPDLQ o 2QH,3&RQWUROOHUZLWKH[SDQGHUVVHUYLQJ$+8 $&ZLWKUHX VHRIH[LVWLQJFRQWUROFDELQHWFRQWURO FRPSRQHQWVDQGWHUPLQDOVWULSV o 2QH,3&RQWUROOHUZLWKH[SDQGHUVVHUYLQJ+RWZDWHUV\VWHP WZRERLOHUVWZRKRWZDWHUSXPSVDQG RQHKRWZDWHUYDOYHZLWKUHXVHRIH[LVWLQJFRQWUROFDELQHWFRQWUROFRPSRQHQWVDQGWHUPLQDOVWULSV ƒ 1HZKRWZDWHUVXSSO\DQGUHWXUQWHPSHUDWXUHVHQVRUV ƒ 1HZUHOD\VDQGFXUUHQWVHQVRUVIRUFRQWUROOLQJDQGPRQLWRULQJWZRDGGLWLRQDOERLOHUSXPSV  1HZ&DWFRPPXQLFDWLRQZLULQJEHWZHHQDOOFRQWUROOHUVIRUQHZFRQWUROV\VWHP  $OOQHFHVVDU\ZLULQJFRQGXLWWHUPLQDWLRQVDQGKDQJHUVIRUQH ZV\VWHP  $OOQHFHVVDU\SURJUDPPLQJJUDSKLFVVHTXHQFHRIRSHUDWLRQVDQ GFRPPLVVLRQLQJ)73RIWKHQHZFRQWURO V\VWHP  2ZQHUWUDLQLQJDQGRQH\HDUZDUUDQW\ 7RWDO&RVW  &ODULILFDWLRQV  3ULFLQJLVYDOLGIRUGD\VIURPSURSRVDOGDWH:RUNWREHFRP SOHWHGGXULQJQRUPDOEXVLQHVVKRXUV  $VVLVWDQFHQHHGHGIURP3HZDXNHH3XEOLF/LEUDU\1HWZRUNLQJ,7IR UUHPRWHDFFHVVDQGDODUPVHWXS  $ERYHDFFHVVLEOHFHLOLQJVDOOZLUHWREHSOHQXPUDWHGDQGUXQIUHHDLU  &DUULHU,9XV\VWHPGRHVQRWUHTXLUHVXEVFULSWLRQFRVWV  ([LVWLQJVWDQGDORQHFRQWUROVWUDQVIRUPHUVDFWXDWRUVYDOYHVUHOD\VIUHH]HVWDWVUDFHZD\VFRQGXLWZLULQJ SDQHOVWHUPLQDOVWULSVDQGVHQVRUVQRWOLVWHGDERYHWRUHPDLQ   :HWUXVWWKLVLVWKHLQIRUPDWLRQ\RXGHVLUHDQGKRSHWREHRIIXUWKHUVHUYLFHWR\RX,I\RXKDYHDQ\TXHVWLRQVSOHDVH FDOOPHDW  6LQFHUHO\ (ULF$VKOH\3( HDVKOH\#VRXWKSRUWHQJV\VFRP 6RXWKSRUW(QJLQHHUHG6\VWHPV  Page 10 of 74 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action Regarding a Letter of Support for a FRA CRISI Grant Application for the Amtrak Hiawatha West Project and Station Located Along the North Side of Marjean Lane and West of Duplainville Road [Fuchs] Sub Item Agenda Language: Background Provided By: Nick Fuchs Background: Amtrak has requested a letter of support from the City to include in a Federal Railroad Administration (FRA) Consolidated Rail Infrastructure and Safety Improvements (CRISI) Program grant application. A draft letter is attached for review. The grant application is due June 22nd. Fiscal Impact: Staff is continuing to discuss any financial impacts on the City with Amtrak. As previously noted to the Common Council, the City will be responsible for the maintenance of the parking and platform that will be installed as part of this project. Furthermore, parking may be included as part of the grant application. However, the City may be asked to match funds or make some type of financial contribution towards the parking. Again, staff is continuing to have conversations with Amtrak regarding potential costs or requests for funding. Recommended Motion: A motion to approve the signing of the letter of support for the FRA CRISI grant application for the Amtrak Hiawatha West project. Page 11 of 74 City of Pewaukee W240N3065 Pewaukee Road Pewaukee, WI 53072 [Date] David Armstrong Fink, Administrator Federal Railroad Administration U.S. Department of Transportation 1200 New Jersey Avenue, SE Washington, DC 20590 RE: Letter of Support for FRA CRISI Grant Application –Hiawatha West Project On behalf of the City of Pewaukee, I am pleased to offer our strong support for the Wisconsin Department of Transportation’s application to the Federal Railroad Administration’s Consolidated Rail Infrastructure and Safety Improvements (CRISI) program for the Hiawatha West Project. The proposed extension of Amtrak Hiawatha Service westward through Waukesha County and beyond represents an important investment in regional mobility, economic development, and transportation safety. The City of Pewaukee supports this effort and the critical improvements to passenger rail and freight infrastructure that this project will deliver. As a community located along the corridor, Pewaukee recognizes the importance of reliable, efficient passenger rail service in enhancing access to major employment centers, expanding workforce opportunities, and supporting long-term economic vitality. The Hiawatha West Project will strengthen connections between southeastern Wisconsin communities and the greater Chicago region, benefiting residents, businesses, and visitors alike. Importantly, the City of Pewaukee supports the development of a new passenger rail station for Hiawatha West at Marjean Lane and Duplainville Road. This station would provide a strategic and accessible rail connection for our residents and surrounding communities, foster development in the City, and further integrate rail service with our local and regional transportation network. The project also advances key transportation priorities by improving safety at grade crossings, reducing roadway congestion, and offering a safe and reliable travel option. These benefits align with the City’s commitment to regional connectivity and economic opportunity. We respectfully request the Federal Railroad Administration to support the Hiawatha West Project through the CRISI program. This investment will deliver lasting benefits to Pewaukee, Waukesha County, and the broader region. Thank you for your consideration. Sincerely, [Name] Page 12 of 74 [Title] City of Pewaukee Thank you for your consideration. Sincerely, [Name] [Title] [organization] Page 13 of 74 City of Pewaukee - New Agenda Item Agenda Language: Discussion Related to the 2027 Budgeting Process [Fuchs] Sub Item Agenda Language: Background Provided By: Background: Fiscal Impact: Recommended Motion: Page 14 of 74 Proposed 2027 Budget Development Timeline As we begin preparations for the 2027 fiscal year budget, the following timeline outlines key dates and milestones in the budget development and review process. The proposed timeline is as follows: Item Month Date Preliminary Budget Distributed to Department Heads / BS&A Open for Budget Input June June 15, 2026 Draft Budget Distributed to Department Heads with 6-Month Actuals July July 3, 2026 Deadline for Department Heads to Submit Proposed Budgets August August 14, 2026 Department Head Budget Meetings with Mayor September September 3, 2026 Finance Committee Budget Review Meeting September September 23, 2026 Budget Workshop with Common Council October October 5, 2026 Additional Budget Workshop (if necessary) October October 27, 2026 Public Hearing on Proposed Budget November November 2, 2026 This schedule is designed to allow for ample review and discussion by staff, mayor, and alderpersons, as well as to provide an opportunity for public input before final budget adoption. Please note that dates are subject to adjustment as necessary to accommodate scheduling needs or unforeseen circumstances. Should any members of the Council have questions or suggestions regarding the proposed timeline, please don’t hesitate to reach out. Page 15 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 1/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 480.00 00000 44302 PLUMBING PERMITS ALPINE PLUMBING INC 145895 400 05/14/2026 19.97 53110 53400 ENGINEERING - OPERATING SUPPLIES ARC DOCUMENT SOLUTIONS LLC 145896*# 400 05/14/2026 108.13 55200 52410 PARKS - BUILDING REPAIRS & MAINT BATZNER PEST CONTROL 145897 400 05/14/2026 8.98 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT BUMPER TO BUMPER 145898 400 05/14/2026 417.90 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT 426.88 CHECK 400 145898 TOTAL FOR FUND 100: 630.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES CHELSEY WALKER CREATIVE LLC 145899 400 05/14/2026 169.56 51420 53470 CLERK/TREASURER - NOTICES & PUBLICATIONS CONLEY MEDIA 145900*# 400 05/14/2026 46.80 51440 53470 ELECTIONS - NOTICES & PUBLICATIONS 72.40 56300 53470 PLANNER - NOTICES & PUBLICAT 36.84 56400 53470 BOARD OF APPEALS - NOTICES & PUBLICATION 325.60 CHECK 400 145900 TOTAL FOR FUND 100: 3,968.42 53100 53420 HIGHWAY - FUEL COREY OIL 145901 400 05/14/2026 8,976.26 53100 53420 HIGHWAY - FUEL 12,944.68 CHECK 400 145901 TOTAL FOR FUND 100: 77.95 55200 53480 PARKS - SAFETY EQUIPMENT DEAN MICHAELIS 145902 400 05/14/2026 200.00 00000 46721 PARK RECREATION PROGRAMS ELIZABETH UDOVICH 145903 400 05/14/2026 200.00 00000 46721 PARK RECREATION PROGRAMS ELIZABETH UDOVICH 145904 400 05/14/2026 200.00 00000 46721 PARK RECREATION PROGRAMS ELIZABETH UDOVICH 145905 400 05/14/2026 35.41 55200 52420 PARKS - GROUNDS MAINTENANCE ELLIOTTS ACE HARDWARE 145906 400 05/14/2026 325.00 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING EMSPS 145907 400 05/14/2026 550.00 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI FIRE SERVICE INC 145908 400 05/14/2026 500.00 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 590.58 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 262.83 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 1,903.41 CHECK 400 145908 TOTAL FOR FUND 100: 60.25 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES FORWARD TS 145909# 400 05/14/2026 53.27 52400 53400 BUILDING SERVICES - OPERATING SUPPLIES 66.72 55300 53400 RECREATION PROGRAM - OPERATING SUPPLIES Page 16 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 2/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 180.24 CHECK 400 145909 TOTAL FOR FUND 100: 144.00 52230 53410 FIRE PROTECTIVE SERVICES - UNIFORMS GALLS LLC 145910 400 05/14/2026 61.27 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT GRAINGER 145911 400 05/14/2026 123.84 55200 53900 PARKS - EQUIPMENT PURCHASED WITH DONATIO HALQUIST STONE 145913 400 05/14/2026 107.07 55200 53900 PARKS - EQUIPMENT PURCHASED WITH DONATIO 120.83 55200 53900 PARKS - EQUIPMENT PURCHASED WITH DONATIO 131.58 55200 53900 PARKS - EQUIPMENT PURCHASED WITH DONATIO 483.32 CHECK 400 145913 TOTAL FOR FUND 100: 389.00 52210 52410 FIRE ADMINISTRATION - BUILDING REPAIRS & HARTLAND OVERHEAD DOOR 145914 400 05/14/2026 1,731.25 51450 52190 IT - OTHER PROFESSIONAL SERVICES IS OUTFITTERS 145916 400 05/14/2026 76,746.60 53620 52800 RECYCLE - GARBAGE COLLECTION JOHNS DISPOSAL SERVICE 145918# 400 05/14/2026 18,301.91 53620 52800 RECYCLE - GARBAGE COLLECTION 2,433.60 53635 52900 SERVICE FEES 97,482.11 CHECK 400 145918 TOTAL FOR FUND 100: 345.00 51430 53430 EMPLOYEE SERVICES - SERVICE RECOGNITION LA CABANA CORTEZ 145919 400 05/14/2026 572.77 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING LIFE-ASSIST INC 145920 400 05/14/2026 17.79 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 590.56 CHECK 400 145920 TOTAL FOR FUND 100: 9.60 53110 53210 ENGINEERING - MEETINGS & CONVENTIONS MAGDELENE WAGNER 145921*# 400 05/14/2026 73.93 53110 53300 ENGINEERING - MILEAGE 83.53 CHECK 400 145921 TOTAL FOR FUND 100: 219.76 55200 52410 PARKS - BUILDING REPAIRS & MAINT MARK'S PLUMBING PARTS 145922 400 05/14/2026 684.40 53100 53210 HIGHWAY - MEETINGS & CONVENTIONS MATTHEW STEVENS 145923 400 05/14/2026 156.73 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT MENARDS 145924# 400 05/14/2026 43.92 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT 105.49 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT 37.39 53100 53720 HIGHWAY - ROAD SIGNS & MARKINGS 15.15 55200 52410 PARKS - BUILDING REPAIRS & MAINT 358.68 CHECK 400 145924 TOTAL FOR FUND 100: Page 17 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 3/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 2,785.25 52400 52190 BUILDING SERVICES - OTHER PROFESSIONAL MUNICIPAL CODE ENFORCEMENT, LLC 145927# 400 05/14/2026 1,015.00 56300 52190 PLANNER - OTHER PROFESSIONAL SERVICES 3,800.25 CHECK 400 145927 TOTAL FOR FUND 100: 96.50 52230 53400 FIRE PROTECTIVE SERVICES - OPERATING SUP NAPA 145928 400 05/14/2026 1,500.00 00000 21570 DEFERRED COMPENSATION NATIONWIDE RETIREMENT SOLUTIONS 145929 400 05/14/2026 1,500.00 00000 21570 DEFERRED COMPENSATION 1,500.00 00000 21570 DEFERRED COMPENSATION 4,500.00 CHECK 400 145929 TOTAL FOR FUND 100: 155.88 56300 53210 PLANNER - MEETINGS & CONVENTIONS NICHOLAS FUCHS 145930 400 05/14/2026 49,710.00 53100 53730 HIGHWAY - ROAD REPAIRS PARKING LOT MAINTENANCE 145932*# 400 05/14/2026 133.74 55200 53400 PARKS - OPERATING SUPPLIES PREMIUM WATERS, INC 145934 400 05/14/2026 259.91 00000 24400 BUILDING SERVICES DUE TO VILLAGE QUALITY HEATING, COOLING, PLUMBING 145935 400 05/14/2026 482.68 00000 47380 CONTRACTED BUILDING INSPECTION 742.59 CHECK 400 145935 TOTAL FOR FUND 100: 28,902.95 53110 52190 ENGINEERING - OUTSIDE ENGINEERING RUEKERT & MIELKE, INC. 145937*# 400 05/14/2026 682.50 53110 53200 ENGINEERING - DUES, MEMBERSHIPS & SUBSCR SEILER INSTRUMENT & MANUFACTURING C 145938*# 400 05/14/2026 839.06 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR SENSIT TECHNOLOGIES 145939 400 05/14/2026 187.29 53100 52420 HIGHWAY - GROUNDS MAINTENANCE SITEONE LANDSCAPE SUPPLY LLC 145940 400 05/14/2026 82.00 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES SOFT WATER, INC. 145941 400 05/14/2026 20,493.20 00000 46230 AMBULANCE RUNS VILLAGE OF LISBON 145943 400 05/14/2026 4,830.50 00000 24400 BUILDING SERVICES DUE TO VILLAGE VILLAGE OF PEWAUKEE 145944# 400 05/14/2026 47,196.77 00000 46230 AMBULANCE RUNS (1,298.82) 00000 47380 CONTRACTED BUILDING INSPECTION (408.00) 00000 47390 BUILDING CODE ENFORCEMENT (89.00) 52400 53400 BUILDING SERVICES - OPERATING SUPPLIES 74,205.50 55110 53400 LIBRARY - OPERATING SUPPLIES 124,436.95 CHECK 400 145944 TOTAL FOR FUND 100: Page 18 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 4/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 160.00 53100 53210 HIGHWAY - MEETINGS & CONVENTIONS WAUKESHA CO PUBLIC WORKS ASSOC 145945*# 400 05/14/2026 80.00 53110 53200 ENGINEERING - DUES, MEMBERSHIPS & SUBSCR 240.00 CHECK 400 145945 TOTAL FOR FUND 100: 15,351.30 52100 52150 POLICE - OVERTIME WAUKESHA CO TREASURER 145946 400 05/14/2026 313,763.33 52100 52160 POLICE - CONTRACT FOR SERVICES 329,114.63 CHECK 400 145946 TOTAL FOR FUND 100: 31.45 55200 52210 PARKS - ELECTRICITY WE ENERGIES 145947 400 05/14/2026 ** VOIDED ** COURT - DUES, MEMBERSHIPS & SUBSCRIPTION WISCONSIN MUNICIPAL COURT CLERKS AS 145949 400 05/14/2026 300.00 51200 53210 COURT - MEETINGS & CONVENTIONS WMCCA 145950 400 05/14/2026 187.50 53100 53730 HIGHWAY - ROAD REPAIRS WOLF PAVING 145951 400 05/14/2026 389.40 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING AIRGAS USA 145952 400 05/22/2026 189.60 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 258.20 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 340.41 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 1,177.61 CHECK 400 145952 TOTAL FOR FUND 100: 21.03 51420 53300 CLERK/TREASURER - MILEAGE AMI HURD 145954 400 05/22/2026 150.80 51200 53300 COURT - MILEAGE ANDREA BUCHER 145955 400 05/22/2026 9.99 51410 52260 ADMINISTRATOR - TELEPHONE & CELL AT&T MOBILITY CC 145956*# 400 05/22/2026 31.99 51420 52260 CLERK/TREASURER - TELEPHONE & CELL 9.99 51450 52260 IT - PHONE & CELL 517.73 52210 52270 FIRE ADMINISTRATION - MDC AIR CARDS 19.98 52400 52260 BUILDING SERVICES - PHONE & CELL 70.99 53110 52260 ENGINEERING - PHONE & CELL 660.67 CHECK 400 145956 TOTAL FOR FUND 100: 796.50 51510 52120 AUDIT SERVICES BAKER TILLY US LLP 145957*# 400 05/22/2026 20.37 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT BUMPER TO BUMPER 145958 400 05/22/2026 400.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES CHERRIE LARSON 145959 400 05/22/2026 550.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES 950.00 CHECK 400 145959 TOTAL FOR FUND 100: Page 19 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 5/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 3,162.50 56110 53410 FORESTRY - TREE REMOVAL COSTA PROPERTY MAINT LLC 145960 400 05/22/2026 2,873.00 51600 52400 CITY HALL - JANITORIAL SUPPLIES DAN PLAUTZ CLEANING SERVICE 145961 400 05/22/2026 209.25 51930 52150 INSURANCE CONSULTANT DIVERSIFIED BENEFIT SERVICES, INC. 145962 400 05/22/2026 2,902.79 51450 52480 IT - SOFTWARE MAINTENANCE & UPDATES ELEVITY GORDON FLESCH CO INC 145963 400 05/22/2026 7,422.52 51450 52480 IT - SOFTWARE MAINTENANCE & UPDATES 10,325.31 CHECK 400 145963 TOTAL FOR FUND 100: 14.72 55200 52420 PARKS - GROUNDS MAINTENANCE ELLIOTTS ACE HARDWARE 145964 400 05/22/2026 37.99 55200 53950 PARKS - NEW EQUIPMENT 52.71 CHECK 400 145964 TOTAL FOR FUND 100: 292.89 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT JX ENTERPRISES, INC. 145968 400 05/22/2026 384.99 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT 255.62 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT 933.50 CHECK 400 145968 TOTAL FOR FUND 100: 8,482.47 52230 53420 FIRE PROTECTIVE SERVICES - FUEL KWIK TRIP INC. 145970 400 05/22/2026 53.37 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING LIFE-ASSIST INC 145971 400 05/22/2026 339.42 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 485.07 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 100.10 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 977.96 CHECK 400 145971 TOTAL FOR FUND 100: 342.51 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT MENARDS 145972*# 400 05/22/2026 159.99 55200 52440 PARKS - VEHICLE REPAIR & MAINT 502.50 CHECK 400 145972 TOTAL FOR FUND 100: 2,098.00 55300 53460 RECREATION PROGRAM - FIELD TRIPS MILWAUKEE PUBLIC MUSEUM 145973 400 05/22/2026 1,540.00 55300 53460 RECREATION PROGRAM - FIELD TRIPS 3,638.00 CHECK 400 145973 TOTAL FOR FUND 100: 2,002.00 51300 52100 ATTORNEY'S FEES MUNICIPAL LAW & LITIGATION GROUP S. 145975*# 400 05/22/2026 60.00 51530 52100 ATTORNEY'S FEES 2,521.80 51535 52100 ATTORNEY'S FEES 4,481.00 52100 52100 ATTORNEY'S FEES Page 20 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 6/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 1,465.20 52210 52100 ATTORNEY'S FEES 2,101.90 55200 52100 ATTORNEY'S FEES 3,148.80 56300 52100 ATTORNEY'S FEES 15,780.70 CHECK 400 145975 TOTAL FOR FUND 100: 1,000.00 55200 52420 PARKS - GROUNDS MAINTENANCE NATURAL SOLUTIONS 145976 400 05/22/2026 250.00 55200 52420 PARKS - GROUNDS MAINTENANCE 1,250.00 CHECK 400 145976 TOTAL FOR FUND 100: 92.08 55300 53300 RECREATION PROGRAM - MILEAGE NICK PHALIN 145977 400 05/22/2026 337.38 51420 53400 CLERK/TREASURER - OPERATING SUPPLIES ODP BUSINESS SOLUTIONS LLC 145979 400 05/22/2026 425.00 51430 52980 EMPLOYEE SERVICES - TRAINING PARTNER2LEARN, LLC 145981 400 05/22/2026 2,550.00 51430 52980 EMPLOYEE SERVICES - TRAINING 2,975.00 CHECK 400 145981 TOTAL FOR FUND 100: 105.00 51430 52700 EMPLOYEE SERVICES - EMPLOYEE WELLNESS PR PROHEALTH CARE FOUNDATION 145983 400 05/22/2026 144.00 55200 52420 PARKS - GROUNDS MAINTENANCE RUSS'S MULCH & TOPSOIL 145984 400 05/22/2026 580.99 55200 52430 PARKS - EQUIP REPAIR & MAINT SPARTAN TURF PRODUCTS 145985 400 05/22/2026 265.00 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR STRYKER SALES CORPORATION 145987 400 05/22/2026 113.37 55200 52420 PARKS - GROUNDS MAINTENANCE THE SHERWIN WILLIAMS CO 145988 400 05/22/2026 130.35 52230 53400 FIRE PROTECTIVE SERVICES - OPERATING SUP UNIFIRST CORP 145989 400 05/22/2026 150.00 55300 53430 RECREATION PROGRAM - PROGRAM EXPENSES WAUKESHA PEWAUKEE CVB 145990 400 05/22/2026 1,047.60 53100 52210 HIGHWAY - ELECTRICITY WE ENERGIES 145991*# 400 05/22/2026 203.48 53100 52220 GAS FOR HEAT (NATURAL GAS) 1,251.08 CHECK 400 145991 TOTAL FOR FUND 100: 55.00 51200 53200 COURT - DUES, MEMBERSHIPS & SUBSCRIPTION WISCONSIN MUNICIPAL COURT CLERKS AS 145992 400 05/22/2026 743,430.77 Total for fund 100 GENERAL FUND Page 21 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 7/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 230 STORM WATER MANAGEMENT 19.96 53650 53400 OPERATING SUPPLIES ARC DOCUMENT SOLUTIONS LLC 145896*# 400 05/14/2026 9.61 53650 53210 MEETINGS & CONVENTIONS MAGDELENE WAGNER 145921*# 400 05/14/2026 73.94 53650 53300 MILEAGE 83.55 CHECK 400 145921 TOTAL FOR FUND 230: 270.42 53650 52190 OUTSIDE ENGINEERING RUEKERT & MIELKE, INC. 145937*# 400 05/14/2026 303.17 53650 52190 OUTSIDE ENGINEERING 1,637.50 53650 52190 OUTSIDE ENGINEERING 936.05 53650 52190 OUTSIDE ENGINEERING 303.93 53650 52190 OUTSIDE ENGINEERING 738.50 57354 58210 PROJECTS - VALLEY BROOK SUB. DITCH 4,189.57 CHECK 400 145937 TOTAL FOR FUND 230: 682.50 53650 53200 DUES, MEMBERSHIPS & SUBSCRIPTIONS SEILER INSTRUMENT & MANUFACTURING C 145938*# 400 05/14/2026 344.00 53650 53400 OPERATING SUPPLIES ULINE 145942 400 05/14/2026 80.00 53650 53200 DUES, MEMBERSHIPS & SUBSCRIPTIONS WAUKESHA CO PUBLIC WORKS ASSOC 145945*# 400 05/14/2026 408.32 53652 53510 DITCH & CULVERT MAINT - CULVERT REPLACEM WESTERN CULVERT & SUPPLY 145948 400 05/14/2026 498.00 53650 52430 EQUIPMENT REPAIR & MAINT AMERICAN TIRE DISTRUTORS 145953 400 05/22/2026 70.88 53650 52260 TELEPHONE & CELL AT&T MOBILITY CC 145956*# 400 05/22/2026 32.19 53650 52430 EQUIPMENT REPAIR & MAINT KAESTNER AUTO ELECTRIC CO. 145969 400 05/22/2026 24.80 53650 52430 EQUIPMENT REPAIR & MAINT MENARDS 145972*# 400 05/22/2026 1,463.73 53650 52430 EQUIPMENT REPAIR & MAINT MILWAUKEE TRACTOR & EQ 145974 400 05/22/2026 (263.02) 53650 52430 EQUIPMENT REPAIR & MAINT 1,200.71 CHECK 400 145974 TOTAL FOR FUND 230: 462.00 53650 52430 EQUIPMENT REPAIR & MAINT POMP'S TIRE SERVICE, INC. 145982 400 05/22/2026 523.81 53650 52210 ELECTRICITY WE ENERGIES 145991*# 400 05/22/2026 101.74 53650 52220 GAS FOR HEAT (NATURAL GAS) 625.55 CHECK 400 145991 TOTAL FOR FUND 230: Page 22 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 8/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 230 STORM WATER MANAGEMENT 29.90 53650 52430 EQUIPMENT REPAIR & MAINT NAPA AUTOMOTIVE SUPPLY OF SUSSEX 32(S) 400 05/22/2026 (29.90) 53650 52430 EQUIPMENT REPAIR & MAINT 0.00 CHECK 400 32(S) TOTAL FOR FUND 230: 8,722.03 Total for fund 230 STORM WATER MANAGEMENT Page 23 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 9/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 420 CAPTIAL ROAD PROJECTS 122.38 57563 58210 GREENHILL/YENCH CONLEY MEDIA 145900*# 400 05/14/2026 49,882.00 56000 58200 HIGHWAY PAVING MAINTENANCE - CAPITAL PARKING LOT MAINTENANCE 145932*# 400 05/14/2026 263.75 57557 58210 SPICE CREEK/MEADOWBROOK FARMS PH 4 RUEKERT & MIELKE, INC. 145937*# 400 05/14/2026 995.00 57566 58210 JOSEPH ROAD NEW CONTRACT 547.25 57567 58210 SHADY LANE NEW CONTRACT 4,117.98 57568 58210 LEXINGTON/TAKOMA PH 2 1,132.75 57569 58210 WETHERSFIELD PH. 1 1,471.30 57570 58210 SPRIGDALE ESTATES - GLENWOOD 8,528.03 CHECK 400 145937 TOTAL FOR FUND 420: 12,026.27 57558 58210 WATERTOWN STRAND ASSOCIATES, INC 145986*# 400 05/22/2026 2,487.65 57562 58210 WESTWOOD/CORPORATE CT 2,640.22 57564 58210 HICKORY GROVE ESTATES 17,154.14 CHECK 400 145986 TOTAL FOR FUND 420: 75,686.55 Total for fund 420 CAPTIAL ROAD PROJECTS Page 24 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 10/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 440 BIKE & PEDESTRIAN 168.00 53550 58220 FIELDHACK PATH JEWELL ASSOCIATES ENGINEERS, INC 145917 400 05/14/2026 4,233.89 53550 58250 WATERTOWN ROAD/CTH M NORTH AVE TO CREEKS MSA PROFESSIONAL SERVICES INC 145926 400 05/14/2026 3,146.41 53550 58220 FIELDHACK PATH STRAND ASSOCIATES, INC 145986*# 400 05/22/2026 21,769.24 57600 58210 LINDSAY RD-BALMER TO SPRTS COMPLEX 24,915.65 CHECK 400 145986 TOTAL FOR FUND 440: 29,317.54 Total for fund 440 BIKE & PEDESTRIAN Page 25 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 11/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 490 CAPTIAL EQUIPMENT 154,362.15 57331 58100 HIGHWAY - CAPITAL EQUIPMENT PETERBILT 145933 400 05/14/2026 154,362.15 Total for fund 490 CAPTIAL EQUIPMENT Page 26 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 12/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 600 WATER UTILITY 73.72 10678 52100 TRANS & DIST MAINT-SCADA MAINT GRANITE TELECOMMUNICATIONS LLC 145912*# 400 05/14/2026 1,262.15 10664 52900 TRANS & DIST OPS-CROSS CONNECTION INSPEC HYDROCORP 145915 400 05/14/2026 41.99 10921 53300 ADMIN & GEN OPS-MILEAGE MAGDELENE WAGNER 145921*# 400 05/14/2026 6,312.06 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS MID CITY CORPORATION 145925 400 05/14/2026 62.00 00143 13800 OTHER ACCOUNTS RECEIVABLE NORTHERN LAKE SERVICE, INC 145931# 400 05/14/2026 62.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS 124.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS 31.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS 31.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS 310.00 CHECK 400 145931 TOTAL FOR FUND 600: 5,044.00 10675 52400 TRANS & DIST MAINT-MAINT OF SERVICES PARKING LOT MAINTENANCE 145932*# 400 05/14/2026 3,273.50 00107 18150 BLUEMOUND RD. FOSTER CT TO BUSSE RD RUEKERT & MIELKE, INC. 145937*# 400 05/14/2026 209.31 10678 52100 TRANS & DIST MAINT-SCADA MAINT 1,688.09 10678 52100 TRANS & DIST MAINT-SCADA MAINT 5,170.90 CHECK 400 145937 TOTAL FOR FUND 600: 70.97 10921 52230 ADMIN & GEN OPS-PHONE, INTERNET CELL AT&T MOBILITY CC 145956*# 400 05/22/2026 310.50 10923 52120 ADMIN & GEN OPS-AUDIT/ACCOUNTANT BAKER TILLY US LLP 145957*# 400 05/22/2026 117.15 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS FERGUSON WATERWORKS #1476 145965 400 05/22/2026 15,565.00 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS FOREMOST DOORS 145966*# 400 05/22/2026 10,335.00 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 25,900.00 CHECK 400 145966 TOTAL FOR FUND 600: 3,991.28 10641 53410 TREATMENT OPS-CHEMICALS HAWKINS, INC. 145967 400 05/22/2026 93.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS NORTHERN LAKE SERVICE, INC 145978 400 05/22/2026 6,472.00 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS PARKING LOT MAINTENANCE 145980 400 05/22/2026 1,509.51 00107 12818 PFAS TREATMET STRAND ASSOCIATES, INC 145986*# 400 05/22/2026 42,150.29 00107 12818 PFAS TREATMET 6,053.81 10923 52170 ADMIN & GEN OPS-OUTSIDE ENGINEERING Page 27 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 13/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 600 WATER UTILITY 49,713.61 CHECK 400 145986 TOTAL FOR FUND 600: 104,883.33 Total for fund 600 WATER UTILITY Page 28 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 14/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 650 SEWER UTILITY 73.72 01831 52100 SCADA/TELEMETRY MAINT GRANITE TELECOMMUNICATIONS LLC 145912*# 400 05/14/2026 209.30 01831 52100 SCADA/TELEMETRY MAINT RUEKERT & MIELKE, INC. 145937*# 400 05/14/2026 1,688.09 01831 52100 SCADA/TELEMETRY MAINT 1,897.39 CHECK 400 145937 TOTAL FOR FUND 650: 70.96 10921 52230 ADMIN & GEN OPS PHONE INTERNET CELL AT&T MOBILITY CC 145956*# 400 05/22/2026 310.50 10923 52120 ADMIN & GEN OPS-AUDITOR/ACCOUNTANT BAKER TILLY US LLP 145957*# 400 05/22/2026 8,190.00 01834 52400 MAINTENANCE OF GENERAL PLANT STRUCTURE FOREMOST DOORS 145966*# 400 05/22/2026 8,754.10 10923 52100 ATTORNEY'S FEES MUNICIPAL LAW & LITIGATION GROUP S. 145975*# 400 05/22/2026 2,994.78 00107 12837 KOPMEIER SEWER PIPE REPAIR STRAND ASSOCIATES, INC 145986*# 400 05/22/2026 1,990.80 00143 16200 PRE - PAYMENTS 4,985.58 CHECK 400 145986 TOTAL FOR FUND 650: 24,282.25 Total for fund 650 SEWER UTILITY Page 29 of 74 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 15/15 Page : 05/28/2026 03:54 PM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/14/2026 - 05/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 800 CEMETERY 450.00 54910 52480 CEMETERY - SOFTWARE MAINTENANCE & UPDATE RAMAKER & ASSOCIATES 145936 400 05/14/2026 450.00 Total for fund 800 CEMETERY '#'-INDICATES CHECK DISTRIBUTED TO MORE THAN ONE DEPARTMENT '*'-INDICATES CHECK DISTRIBUTED TO MORE THAN ONE FUND 1,141,134.62 TOTAL - ALL FUNDS Page 30 of 74 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding MEA Forward LLC (Lake Country Eye Surgery) Easement Agreement. [Wagner] Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: MEA Forward LLC (Lake Country Eye Surgery) is constructing a new building at PWC 0954998013. The development of the site includes a driveway, parking lot, sign, and landscaping within the existing City of Pewaukee Utility Easement. The agreement allows these items to be placed within the limits of the easement and states that the City is not responsible for their replacement if maintenance or replacement of the sewer line within easement require their removal or are damaged in our operations. Staff is recommending approval. The agreement will be recorded to notify future owners of the site of this agreement. Fiscal Impact: Recommended Motion: Council approve the easement agreement. Page 31 of 74 Page 32 of 74 Page 33 of 74 Page 34 of 74 Page 35 of 74 Page 36 of 74 Page 37 of 74 Page 38 of 74 Page 39 of 74 Page 40 of 74 Page 41 of 74 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible Action To Send a Letter of Support to the U.S. Department of Transportation on Behalf of Waukesha County's CTH K Grade Crossing Elimination Project. [Wagner] Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: Waukesha County is seeking the City's support in their efforts to secure FY 2025-2026 Railroad Crossing Elimination (Crossing Safety) Program grant for the County K Grade Crossing Elimination Project. Waukesha County is seeking to complete a grade separation of CTH K (Lisbon Road) and the CN Railroad crossing as part of their CTH K corridor reconstruction and upgrade. The City previously provided a letter of support of this project for the BUILD grant application at the February 2, 2026 meeting. Attached is a draft letter of support to the U.S. Department of Transportation for this project. Staff is recommending approval of sending the letter of support as requested. Fiscal Impact: Recommended Motion: Council approve signing the Letter of Support to the U.S. Department of Transportation on Behalf of Waukesha County's CTH K Grade Crossing Elimination Project. Page 42 of 74 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action to send a letter of support to the U.S. Department of Transportation on behalf of Waukesha County's CTH K Grade Crossing Elimination Project. [Wagner] Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: Waukesha County is seeking the City's support in their efforts to secure $25 million federal discretionary Better Utilizing Investments to Leverage Development (BUILD) grant for the County K Grade Crossing Elimination Project. Waukesha County is seeking to complete a grade separation of CTH K (Lisbon Road) and the CN Railroad crossing as part of their CTH K corridor reconstruction and upgrade. Please see the attached County K Grade Crossing Elimination Project Purpose and Need Information and Statistics. Attached is a draft letter of support to the U.S. Department of Transportation for this project. Staff is recommending approval of sending the letter of support as requested. Fiscal Impact: Recommended Motion: Council approve signing the letter of support to US Department of Transporation for the CTH K Grade Crossing Elimination. Page 132 of 137 Page 43 of 74 From: Brett Wallace Cc: Brett Wallace; Allison Bussler; Sarah Fraley; Michael Crowley; James Heinrich; Jim Batzko; Timothy Dondlinger Subject: USDOT BUILD Grant Letter of Support for County K Grade Crossing Elimination Project, Waukesha County Date: Saturday, January 3, 2026 11:02:23 AM Attachments: image001.png Letter of Support Template - CTH K Grade Crossing Elimination Project.docx County K Purpose and Need.pdf Importance: High Waukesha County is asking for your help in our efforts to secure a $25 million federal discretionary BUILD grant for the County K Grade Crossing Elimination Project. The USDOT’s Better Utilizing Investments to Leverage Development (BUILD) Grant program provides funding for surface transportation projects with significant local or regional impact. It enables project sponsors to pursue complex, multi-modal, and multi- jurisdictional projects that are often difficult to finance through traditional grant sources. We believe the County K Grade Crossing Elimination Project is a strong grant candidate that will perform well during evaluation and exceed the published grant merit criteria, project readiness determination, and benefit-cost analysis. The proposed elimination of the at-grade CN Railroad crossing is part of our larger planned expansion and modernization of the CTH K (Lisbon Road) corridor between CTH JK (Lyndale Road) and Brookfield Road. The BUILD grant will help fund the expansion of CTH K between CTH F (Redford Blvd) and Roberta Drive, the construction of a new highway bridge over the CN Railroad, highway safety improvements, local road improvements, and new bike/pedestrian accommodations. The County K Grade Crossing Elimination Project is the first step in completing the 6-mile CTH K Corridor expansion and modernization and would be constructed in 2031-32, subject to a successful BUILD grant application and USDOT awarding Waukesha County federal funding. Attached is a Letter of Support Template for you to use. Also attached you’ll find a County K Purpose and Need document that includes specific project information and statistics that you can consider for inclusion in your Letter of Support. Please include information about your organization/business and a description of why the proposed project is important to you and/or your customers/stakeholders. Personalized letters of support are the best. Please share how the proposed improvements will directly improve your personal experience using CTH K and/or share how the proposed changes will help your business, institution, or community and positively and directly impact and improve you customer and/or resident experience. Waukesha County will be submitting our application on February 20 th, so we’d like to have letters returned by February 13th to allow us to include them in our application response to USDOT. If you would like to learn more about the proposed project or have questions about the BUILD Grant Letter of Support, please let Allison, Sarah or I know, and we will follow up with additional information. Thank you for your help and support towards making this important and transformational Page 133 of 137 Page 44 of 74 project a reality. Brett Wallace, P.E. Engineering Services Manager Waukesha County DPW Engineering 515 W. Moreland Blvd., Room 220 Waukesha, WI 53188 bwallace@waukeshacounty.gov (262) 896-8538 Strategic-Positivity-Command-Woo-Achiever Confidentiality: This e-mail is intended for the specific delivery to and use by the person(s) to whom it is addressed. If you have received this e-mail in error, you are notified that any disclosure, copying, distribution and use of this e- mail or any attachment is prohibited. Please reply to the sender immediately if you have received the e-mail in error, and delete the original and any copy from your computer. Thank you. Notice: Waukesha County is subject to Wisconsin’s Public records law. Page 134 of 137 Page 45 of 74 COUNTY K GRADE CROSSING ELIMINATION PROJECT PURPOSE AND NEED, INFORMATION AND STATISTICS Project Purpose and Need: The purpose of a grade separation between County K and the CN railroad stems from a comprehensive evaluation of safety, traffic operations, and regional planning considerations. The key reasons for justifying grade separation are as follows: Enhanced Public Safety: The primary impetus is to eliminate the existing at-grade conflict point between County K traffic and trains, thereby enhancing public safety. From 2020 to 2024, there were 17 crashes near the railroad crossing and the Duplainville Road intersection, with 11 of these being rear-end crashes, likely due to traffic slowing or stopping near the crossing. Grade separation provides the next safest crossing after outright closure. High Exposure Factor: The existing at-grade crossing has a high "exposure factor", which is calculated by multiplying the number of trains per day by the number of highway vehicles per day. A higher exposure value indicates greater potential for crashes and other safety issues. Reduced Motorist Delays: The grade separation aims to reduce motorist delays caused by trains occupying the crossing. The CN railroad operates an average of 34 trains per day through the crossing, with speeds typically between 30 and 50 mph, capable of reaching 60 mph. Delays impact traffic flow and can lead to queues. Improved Emergency Vehicle Response Times: Eliminating the at-grade crossing will directly improve response times for emergency vehicles. Law enforcement has identified an overpass at County K as a high priority for improvements. County Roadway System Resilience: Currently between I-94 and the north county line there are 10 at grade crossings (including 5 county highways) and only one grade separated crossing (at WIS 190) at a distance of 10.4 miles along the railroad. With the heavy mainline rail traffic on this line, having redundant east-west connections over the rail, and therefore not subject to delays by rail traffic, will provide resiliency to the roadway system as a whole. These connections offer opportunities for traffic to redirect and rebalance if there are blockages related to construction activities, crashes, or other incidents. Sight Distance & Duplainville Road Operations: Sight distance problems exist at the Duplainville Road intersection, which is located approximately 200 feet west of the CN crossing. This makes it difficult for drivers to see both directions of travel along County K. Westbound left-turn queues on County K can back up to the railroad tracks, indicating an impact on the corridor's capacity. Additionally, when longer queues develop during a rail crossing, the westbound to southbound movement on Duplainville Rd results in further delays as westbound traffic navigates past the left turn movement which must wait for the eastbound traffic and queue to clear. Regional and Local Planning Alignment: The Village of Sussex 2040 Comprehensive Plan specifically identifies grade separation on County K at the CN Railroad as a key consideration for ensuring east/west Page 135 of 137 Page 46 of 74 access at all times. Waukesha County's study also takes into account future land use planning and multimodal needs. VISION 2050: A Regional Land Use and Transportation Plan for Southeastern Wisconsin: The year 2050 regional land use and transportation plan, being a part of the master plan for the physical development of the Region and set forth in SEWRPC Planning Report No. 55, includes the planned widening of CTH K (Lisbon Road) from two to four lanes between CTH JK (Lyndale Road) and Brookfield Road. Operational Improvements for CN: Currently Weyer Road crosses the Duplainville Siding approximately 10,900 feet north of the south clearance point. This means that a train with the desirable length of 12,000 feet will block the crossing when waiting for an opposing train to pass. Project Information and Statistics: Pavement Age and Condition: The existing pavement along CTH K (Lisbon Road) was originally built in 1961 and has exceeded its useful and expected life, resulting in poor conditions and reduced roadway reliability. Addressing pavement deterioration is necessary to ensure safe and efficient travel for users. Safety Concerns: The CTH K (Lisbon Road) Corridor has a segment crash rate of 285.34 from 2020 to 2024, which is more than three times the statewide average. The fatal and serious injury (KAB) crash rate is 57.7, also three times higher than the statewide average. Within the proposed project area, there were 38 serious injury crashes and one fatality over the same five-year period. These safety issues show the need for improvements to reduce risk and enhance traveler safety. Traffic Delays and Operational Issues: The at-grade Canadian National Railroad crossing on CTH K (Lisbon Road) causes significant traffic delays, with approximately 34 trains crossing daily. In 2025, total daily vehicle delays range from 41 to 63 hours, equating to 0.21 to 0.32 minutes per vehicle. By 2055, delays are projected to increase to between 74 and 160 hours daily, or 0.30 to 0.64 minutes per vehicle, as traffic and train volumes grow. These delays interfere with mobility and contribute to economic losses for residents and businesses. Economic Impact of User Delay: The overall effects of pavement deterioration, safety concerns, and traffic delays create economic problems. Vehicle operation and delay costs are estimated to range from $566,000 to $872,000 annually in 2025, increasing to $2.5 million to $5.4 million by 2055. Over a 30-year period, user delay costs are projected to total over $75 million. Investing in grade separation and infrastructure improvements will provide long-term benefits including improved safety and enhanced regional connectivity. Project Cost: The 0.7-mile project will expand highway capacity, improve safety, improve traffic flow, reduce travel delays, improve bike/pedestrian opportunities and construct a new vehicle-freight rail overpass. The project is estimated to cost $38.9 million. Page 136 of 137 Page 47 of 74 Office of the Mayor City of Pewaukee W240N3065 Pewaukee Road Phone: (262) 691-0770 • Fax: (262) 691-1798 sbierce@pewaukee.wi.us February 2, 2026 The Honorable Sean Duffy Secretary of Transportation U.S. Department of Transportation 1200 New Jersey Ave, SE Washington, D.C. 20590 Dear Secretary Duffy: We are pleased to support Waukesha County’s application to the Better Utilizing Investments to Leverage Development (BUILD) Grant Program for the County K Grade Crossing Elimination Project. This project is essential for improving the connection of County K over the Canadian National (CN) Railroad and ensuring that this important corridor continues to serve our region and Wisconsin’s transportation needs. Completion of the project would significantly enhance safety, alleviate traffic congestion, improve emergency vehicle response times, and boost mobility and operations along County K. The City of Pewaukee’s northern boundary is approximately 0.5 miles south of County K. The Weyer Road crossing is within the City of Pewaukee limits and is shared with the Village of Lisbon. The City of Pewaukee supports Waukesha County’s pursuit of the grade crossing elimination to improve safety at nearby intersections, eliminating the delays caused by the grade crossing, enhancing connectivity throughout the corridor, providing alternative modes of transportation with the bike and pedestrian improvements, and increased heavy truck traffic flow and safety. The grade crossing elimination will also improve public safety and emergency response time which is critical with the recent fire contract between the City of Pewaukee and Village of Lisbon. This project will also support local economic development plans in our adjacent communities and boost the economy throughout this region. Thank you in advance for giving Waukesha County’s BUILD grant application your thorough consideration. We strongly believe that the County K Grade Crossing Elimination Project will have a transformative impact on our region and look forward to your favorable response. Sincerely, Steve Bierce Mayor City of Pewaukee Page 137 of 137 Page 48 of 74 Office of the Mayor City of Pewaukee W240N3065 Pewaukee Road Phone: (262) 691-0770 • Fax: (262) 691-1798 sbierce@pewaukee.wi.us June 1, 2026 The Honorable Sean Duffy Secretary of Transportation U.S. Department of Transportation 1200 New Jersey Ave, SE Washington, D.C. 20590 Dear Secretary Duffy: We are pleased to support Waukesha County’s application to the FY2025-2026 Railroad Crossing Elimination (Crossing Safety) Program Grant for the County K Grade Crossing Elimination Project. This project is essential for improving the connection of County K over the Canadian National (CN) Railroad and ensuring that this important corridor continues to serve our region and Wisconsin’s transportation needs. Completion of the project would significantly enhance safety, alleviate traffic congestion, improve emergency vehicle response times, and boost mobility and operations along County K. The City of Pewaukee’s northern boundary is approximately 0.5 miles south of County K. The Weyer Road crossing is within the City of Pewaukee limits and is shared with the Village of Lisbon. The City of Pewaukee supports Waukesha County’s pursuit of the grade crossing elimination to improve safety at nearby intersections, eliminating the delays caused by the grade crossing, enhancing connectivity throughout the corridor, providing alternative modes of transportation with the bike and pedestrian improvements, and increased heavy truck traffic flow and safety. The grade crossing elimination will also improve public safety and emergency response time which is critical with the recent fire contract between the City of Pewaukee and Village of Lisbon. This project will also support local economic development plans in our adjacent communities and boost the economy throughout this region. Thank you in advance for giving Waukesha County’s FY 2025-2026 Railroad Crossing Elimination (Crossing Safety) Program grant application your thorough consideration. We strongly believe that the County K Grade Crossing Elimination Project will have a transformative impact on our region and look forward to your favorable response. Sincerely, Steve Bierce Mayor City of Pewaukee Page 49 of 74 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding The Glen at Springdale [Wagner] 1. Approve the Stockpile & Grading Agreement 2. Approve the Financial Guarantee in the amount of $250,000. Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: The Glen at Springdale is seeking to start early grading and stockpiling on their site ahead of their final development approval. They have presented a plan for the erosion control and grading for the site. Staff supports the request. Fiscal Impact: Recommended Motion: Council approve the Grading & Stockpiling Agreement and approve the financial guarantee value of $250,000 contingent on final approve from City Engineer and City Attorney. Page 50 of 74 Page 51 of 74 GRADING AND STOCKPILING OF FILL MATERIAL AGREEMENT THIS AGREEMENT, made and entered into this _____ day of ______________, 20___, by and between Cornerstone Development of S.E. WI., LLC, acting through a wholly-owned subsidiary, The Glen At Springdale, LLC hereinafter called the “Developer,” and the CITY OF PEWAUKEE, a Wisconsin municipal corporation of the State of Wisconsin, hereinafter called the “City.” WITNESSETH: WHEREAS, the Developer proposes to develop certain lands located in the City of Pewaukee, Waukesha County, Wisconsin, being particularly described on Exhibit “A” attached hereto and incorporated herein by this reference (the “Property”), commonly referred to as The Glen at Springdale, Pewaukee, Wisconsin (the “Project”); and WHEREAS, the City previously approved the Developer’s preliminary plat for the development of single-family lots and condominiums (the “Subdivision”) on the Property; and WHEREAS, the City has reviewed The Glen at Springdale Fill Grading Plans prepared by Trio Engineering dated May 22, 2026 (the “Grading Plan”); and WHEREAS, one of the requisites for development of the Subdivision is the installation of various public and private improvements to be implemented pursuant to a development agreement; and WHEREAS, said development agreement has not yet been prepared and executed; and WHEREAS, the Developer has requested the City to authorize and permit placement, grading and stockpiling of fill material on the Property prior to preparing and exec uting a development agreement; and WHEREAS, the City recognizes that timing is a factor to be considered and is willing to allow Developer, at its risk, to perform the placement, grading and stockpiling as requested upon the condition that the Developer agrees to those certain terms and conditions as more fully hereinafter set forth. NOW THEREFORE, in consideration of the sum of one dollar ($1.00) to each in hand paid, the receipt and sufficiency whereof is hereby acknowledged, and in further consideration of the mutual premises and covenants hereinafter set forth, it is hereby agreed by and between the parties hereto as follows: I. THE CITY AGREES: 1. To permit the Developer to perform all rough grading work on the Property, including, but not limited to, the installation of erosion control measures , general grading of the Page 52 of 74 The Glen at Springdale Grading and Stockpiling Agreement Page 2 site and the construction of storm water management ponds (collectively the “Grading”), upon the terms and conditions set forth below. 2. To permit the Developer to stockpile appropriate fill materials on the Property, not to exceed approximately forty thousand cubic yards (40,000 cy), in anticipation of using said fill materials in the development of the Property consistent with the Grading Plan (collectively the “Stockpiling”), upon the terms and conditions set forth below. II. THE DEVELOPER AGREES: 1. All Grading and Stockpiling shall be done at the Developer’s risk. 2. All Grading and Stockpiling shall comply with the Grading Plan and related specifications as approved by the City Engineer. All plans for such Grading and Stockpiling have been or will be prepared on behalf of the Developer by a professional engineer licensed by the State of Wisconsin. 3. The City shall be reimbursed by the Developer for all costs incurred by the City in relation to the Grading and Stockpiling. These costs shall include, but not be limited to, plan review, inspection and related overhead costs based on the City’s standard rates . Said reimbursement shall be guaranteed by the Developer as set forth and required in Paragraph 9 below. 4. In the event the preparation and/or final review of the m aster grading plan by the City dictate revisions to the proposed grades indicated on the Grading Plan, either at the Developer’s request or at the direction of the City Engineer, the re-grading of planned road rights of way shall be performed by the Developer without any recourse to the City whatsoever, prior to the commencement of any underground installations in the Subdivision. 5. The Grading and Stockpiling shall be performed with proper control of soil erosion and with minimum siltation of existing drainage facilities. Any damage to the existing drainage facilities, including siltation removal, shall be immediately repaired by the Developer. As appropriate, by virtue of delay in the development process, vegetative cover shall be re- established by the Developer and/or effective erosion control measures shall be installed and continually maintained by the Developer where vegetation has been removed, covered or destroyed. 6. In the event installation of public and private improvements in the Subdivision and/or building on the lots does not begin as of April 30, 2027, for any reason whatsoever, all of the graded or disturbed area shall have vegetative cover re -established by the Developer to an extent agreed upon by the City and Developer. In the event vegetative cover is not established by the date written above, the City may arrange for such work to be done, which shall be paid for by the Developer. Page 53 of 74 The Glen at Springdale Grading and Stockpiling Agreement Page 3 7. In the event installation of improvements and/or buildings on the lots doe s not begin as of April 30, 2028, for any reason whatsoever, all of the stockpiled fill material shall be removed from the Property and all disturbed area shall have vegetative cover re- established by the Developer in accord with Best Management practice or as to be determined by the City. In the event the Stockpiled material is not removed from the Property or vegetative cover is not establishe d by July 31, 2028, the City shall arrange for such work to be done, which shall be paid by the Developer. 8. All truck traffic to and from the Property, as part of the operation permitted herein, shall be conducted by the Developer as governed by the applicable codes and regulations of Waukesha County and of the City and as directed by the City Engineer, with respect to method, time and operations and routing, etc. Any public street used for access to the Property shall be kept free of mud, dirt and debris on a daily basis. In the event a clean-up order from the City is not complied with, such work shall be arranged and accomplished by the City and paid for out of the deposit referred to in Paragraph 9 below. At no time shall the City’s local roads be used for access to the development. All access to the site must be off Springdale Road (CTH SR). 9. To assure compliance with the conditions set forth in this agreement, including, but not limited to, the establishment of positive soil erosion control measures, performance hereunder shall be guaranteed by a letter of credit or a cash deposit tendered or deposited by the Developer with the City in the amount of $250,000 (the “Surety”) which shall be delivered or paid prior to the commencement of any activity on the Property by the Developer with respect to the Grading and Stockpiling. In the event Developer does not comply with or fully perform this Agreement, the City is authorized to stabilize the site or to take other action to correct the Developer’s violations hereof by using the Surety for such purposes. Upon completion of the performance of this agreement, or at other such time approved by the City, the Surety, or remaining balance of the Surety , if any, shall be returned to the Developer. In the event said deposit is insufficient in amount to pay all costs related to performance of and compliance with this agreement, the Developer shall remit payment of all owed amounts to the City within thirty (30) days of receipt of the City’s invoice to the Developer. As the Grading and Stockpiling work progresses, upon written request from Developer, the City Engineer will obtain Common Council approval to reduce the amount of the Surety equal to the amount of Grading and Stockpiling work completed. In the event the Project is made subject to a Developer Agreement which encompasses the entire Project’s development, the terms and conditions hereof shall be subsumed by such agreement which shall supersede this Agreement. 10. This Agreement shall be binding upon and inure to the benefit of the heirs, personal representatives, successors and assigns of the parties hereto. The Developer may assign its rights and obligations under this Agreement to any entity acquiring an interest in the Property, provided that such assignee assumes in writing all obligations of the Developer under this Agreement and upon approval of the City which approval shall not be unreasonably withheld or delayed. Page 54 of 74 The Glen at Springdale Grading and Stockpiling Agreement Page 4 11. Developer is responsible for obt aining all DNR and City permits and approval s necessary to complete the Grading and Stockpiling. Further, it is the Developer’s responsibility to comply with any and all provisions of DNR and City permit or approval conditions. (Signatures are located on the following page) Page 55 of 74 The Glen at Springdale Grading and Stockpiling Agreement Page 5 IN WITNESS WHEREOF, the Developer and the City have caused this agreement to be signed individually by the Developer and by the appropriate officers of the City, with its seal to be hereunto affixed the day and year inserted above. DEVELOPER: The Glen at Springdale, LLC By, Cornerstone Development of S.E. WI., LLC , its sole member By: John Wahlen, its Managing Member STATE OF WISCONSIN ) ) ss. WAUKESHA COUNTY ) Personally came before me this _____ day of _____________, 20__, the above -named John Wahlen , to me known to be the person who executed the foregoing instrument and who acknowledged the same. Notary Public, State of Wisconsin. My Commission expires: Page 56 of 74 The Glen at Springdale Grading and Stockpiling Agreement Page 6 CITY OF PEWAUKEE WAUKESHA COUNTY, WISCONSIN Steve Bierce, Mayor Kelly Tarczewski, Municipal Clerk STATE OF WISCONSIN ) ) ss. WAUKESHA COUNTY ) Personally came before me this _____ day of _____________, 20___, the above named Steve Bierce, Mayor, and Kelly Tarczewski, Municipal 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 individual and Municipal 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 Governing Body of the City of Pewaukee from their meeting on the ___ day of ______________, 20___. Notary Public, State of Wisconsin. My Commission expires: https://mlgcompanies.sharepoint.com/sites/MLGFiles/Projects/Pewaukee - The Glen at Springdale/Legal/City Stockpiling Agreement/The Glen at Springdale City Grading & Stockpiling Agreement 5-15-26.doc Page 57 of 74 COVERSHEET PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL 1.THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS AND ANY SUPPLEMENTS THERETO, SHALL GOVERN ALLCONSTRUCTION ITEMS ON THIS PLAN UNLESS OTHERWISE NOTED. -STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, 6TH EDITION (SSSWCW)-THE WISCONSIN D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION-WDNR STORMWATER RUNOFF TECHNICAL STANDARDS.-WISDOT PAL APPROVED EROSION CONTROL MEASURES LIST, LATEST EDITION.-CITY OF PEWAUKEE TECHNICAL STANDARDS. 2.THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO MINIMIZE EROSION, WATER POLLUTION ANDSILTATION CAUSED BY CONSTRUCTION OF THIS PROJECT. EROSION CONTROL MEASURES SHALL BE INACCORDANCE WITH WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. 3.EROSION CONTROL PLAN: PRIOR TO BEGINNING WORK, AN APPROVED EROSION CONTROL PLAN WILL BEPROVIDED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY IMPLEMENTING THEAPPROVED PLAN. 4.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS PRIOR TO COMMENCING WORK.THE CONTRACTOR SHALL ALSO FIELD VERIFY LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES, ANDVERIFY FLOOR, CURB OR PAVEMENT ELEVATIONS WHERE MATCHING INTO EXISTING WORK. THE CONTRACTORSHALL FIELD VERIFY HORIZONTAL CONTROL BY REFERENCING SHOWN COORDINATES TO KNOWN PROPERTYLINES. NOTIFY ENGINEER OF DISCREPANCIES IN EITHER VERTICAL OR HORIZONTAL CONTROL PRIOR TOPROCEEDING WITH WORK. 5.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNINGCONSTRUCTION (CALL DIGGERS HOTLINE AT 800-242-8511). COST OF REPLACEMENT OR REPAIR OFEXISTING UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATION SHALL BE THE CONTRACTOR'SRESPONSIBILITY. 6.EXISTING UTILITY INFORMATION IS SHOWN FROM SURVEY WORK, FIELD OBSERVATIONS, AVAILABLE PUBLICRECORDS, AND AS-BUILT DRAWINGS. EXACT LOCATIONS AND ELEVATIONS OF UTILITIES SHALL BEDETERMINED PRIOR TO INSTALLING NEW WORK. EXCAVATE TEST PITS AS REQUIRED. 7.PROPERTY CORNERS SHALL BE CAREFULLY PROTECTED UNTIL THEY HAVE BEEN REFERENCED BY APROFESSIONAL LAND SURVEYOR. PROPERTY MONUMENTS DISTURBED BY THE CONTRACTOR'S OPERATIONSSHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8.ENGINEER SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF PERFORMING ANY CONSTRUCTION. 9.ALL TRENCHING SHALL BE PERFORMED ACCORDING TO OSHA STANDARDS. 10.ALL ITEMS SHALL INCLUDE ALL THE NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE. 11.THE CONTRACTOR SHALL CLEAN ALL ADJACENT STREETS OF ANY SEDIMENT OR DEBRIS BY SWEEPING BEFORETHE END OF THE WORKING DAY OR AS REQUIRED BY THE CITY OF PEWAUKEE. 12. THE CONTRACTOR MUST AND IS REQUIRED TO NOTIFY THE CITY OF PEWAUKEE SEWER AND WATER UTILITY AMINIMUM OF 48 HOURS IN ADVANCE OF WATER MAIN FILLING, WATER MAIN FLUSHING, WATER MAIN TESTINGAND WATER MAIN CONNECTIONS. NO CONNECTION SHALL BE MADE TO THE EXISTING WATER SYSTEM UNTILSAFE SAMPLES FROM THE NEW MAIN HAVE BEEN OBTAINED. GENERAL NOTES SHEET INDEX C0.00 -COVER SHEETC1.00-C1.06 -FILL GRADING PLANC1.07-C1.13 -POND  BASIN DETAILSC2.00 -FILL EROSION CONTROL PLANC3.00 -CONSTRUCTION NOTES  DETAILS PROJECT AREA THE GLEN AT SPRINGDALERESIDENTIAL SUBDIVISIONFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN LOCATION MAP SITE PLAN NOT TO SCALE SCALE: 1" = 200' BRIARWOOD LN COURT A COURT B WILLOWOOD LANE MAPLEWOOD LN C0.00 SPRINGDALE RD C.T.H. "SR" AMENITYAREA 1 2 3 4 5 6 7 8 9373839404142 32 36353433 31 30 29 28 27 26252423 22 21 20 19 18 17 45 44 43 484746 16 15 14 13 12 11 10 B-16 B-17 B-18 B-19 B-20 B-21B-22 B-23 B-24 B-25 B-26 B-27 B-2 B-3 B-4 B-5 B-15B-14B-13 B-12 B-11 B-10 B-1 B-9 B-8 B-6 B-7 PHASE 2PHASE 1 PHASE 1PHASE 2 TRIO ENGINEERING, LLC19035 W CAPITOL DRIVE, SUITE 200BROOKFIELD, WI 53045PHONE: 262-790-1480FAX: 262-790-1481EMAIL: info@trioeng.com ENGINEER: Page 58 of 74 C1.00 OVERALL FILLGRADING PLAN PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 100' (22"X34")SCALE: 1" = 200' (11"X17") 50100 2000 CALL DIGGERS HOTLINE 1-800-242-8511 NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORDS. THE ENGINEERMAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION. VERIFICATION TO THE SATISFACTIONOF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BEASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES BETWEEN LOCATION OF UTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. WET POND3P WET POND 1P BASIN4B WETLANDS P.E.C. P.E.C. 100-YRFLOODPLAIN PROP. P.E.C. SPRINGDALE RD (CTH SR) C1.01 C1.02 C1.03 C1.04 C1.05 C1.06 INDICATESWETLANDBOUNDARY(TYP.)WETLANDS PHASE 2PHASE 1 PHASE 1 PHASE 2 WILLOWOOD LANE BASIN7B BASIN8B BRIARWOOD LANE WETPOND 6P MAPLEWOODLANE Page 59 of 74 840 840 839 834 834833 828.75 827.75 823.75823.75 827.75 828.75 827.75 826.75 825.75 824.75 836 836836 836 835 835 844 835 832 835833835 834 832 831 830 829 830 832 834 832 834 835 833 831 829 829 831 833 829 831 833 835 835 835 835 835 838 840 839 841 839 840 839 840 838 837 838 839 837838 837 838 837 838 837 838 838 837 836 840839838 836 841 840 839 838 840 840 839 838 838 839 840 839 839 839 838 839 839839 840838 839 840 840839838836 841 840839 838 836 841 840 839 838 840 839 840 839 839 839 837 837 837 837 837 837 837 836 838 836 838 836 838 838836 838836839 836838 839 838 837 836837838839840841 842843 837837 837 835 835 835 834 839 839 839840 C1.01 FILL GRADINGPLAN PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TOTHE ACCURACY OF THIS INFORMATION. VERIFICATION TO THESATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS ACONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIESIN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINETOLL FREE TO OBTAIN LOCATION OF UNDERGROUNDUTILITIES PRIOR TO COMMENCING THE WORK. WISCONSINSTATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE. WILLOWOOD LANE WET POND 1PTOP - 835.00SPILLWAY - 834.00N.W.L. - 828.75BOTTOM - 823.75100-YR - 833.0010-YR - 831.822-YR - 831.151-YR - 830.74 INDICATESPROPOSEDTREELINE(TYP.) PHASE 1 PHASE 1 PHASE 2 Page 60 of 74 840 828.75 827.75 823.75823.75 827.75 828.75 827.75 826.75 825.75 824.75 836 836836 836 835 844 835 832 835833835 834 832 831 830 829 830 832 834 832 834 835 833 831 829 829 831 833 829 831 833 835 835 835 835 835 838 838 839 837838 837 838 837 838 837 838 838 837 836 838 839 840 839 839 839 838 839 839839 840 839 840 839 839 839 837 836 838 836 838 836 838 838836 838836839 836838 839 837 843 842 841 840 839 838 837 836 836837838839840841 842843 837837 837 835 835 835 834 839 839 839 C1.02 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL FILL GRADINGPLAN SPRINGDALE ROAD CTH "SR" MAPLEWOODLANE INDICATES PROPOSEDTREELINE (TYP.) INDICATESEXISTINGTREELINE(TYP.) PHASE 2 PHASE 1 SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TOTHE ACCURACY OF THIS INFORMATION. VERIFICATION TO THESATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS ACONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIESIN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINETOLL FREE TO OBTAIN LOCATION OF UNDERGROUNDUTILITIES PRIOR TO COMMENCING THE WORK. WISCONSINSTATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE. WET POND 1PTOP - 835.00SPILLWAY - 834.00N.W.L. - 828.75BOTTOM - 823.75100-YR - 833.0010-YR - 831.822-YR - 831.151-YR - 830.74 Page 61 of 74 832833834 832 833 834.5 831.25 831.25 831.25 834.5834.5 834.5 833.6833.6 826822 822826 835 837 833 828.75 827.75 823.75823.75 827.75 828.75 824.75 828.75 835 829 831 833 829 831 833 835 829 831 833 835 835 835 835 835 834 832 830 829 831 833 835 823827828 823827828 823 827 828 823827828830832834 830832834 830 832834 835 830832834 829831833 828.75 828.75 828.75 841 840839 838 836 841 840 839 838 836 840 839 838 840 839 839 838 839 839 838 837 837 837 836 837 838 838 838 838 837 836 836 837 838 838 837 836835 835 835 835 835 835832 834 836 835 834 837 833 838 837 836 835 837 836 835 837 837 837 837 836 837 836835 836 835 836 835 836 834833832831830 833 832 831 830 837 837 836 838 838836 838836839 836838 839 839 836 837 827829831833 833830827 834 833 835 834 836 836 835 835 836 835 835 836 836 836 C1.03 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL INDICATESWETLANDBOUNDARY FILL GRADINGPLAN BASIN 4BTOP - 835.50SPILLWAY - 834.50BOTTOM - 831.25100-YR - 834.4210-YR - 832.992-YR - 832.371-YR - 832.19 WETPOND 6PWETLANDS INDICATESEXISTINGTREELINE(TYP.) INDICATESPROPOSEDTREELINE(TYP.) DEPRESSION 5DTOP - 834.60SPILLWAY - 833.60BOTTOM - 829.00100-YR - 832.2510-YR - 831.272-YR - 830.441-YR - 830.17 WET POND DRYSTORAGE AREA WET POND 3PTOP - 834.75SPILLWAY - 833.75N.W.L. - 828.00BOTTOM - 823.00100-YR - 832.7510-YR - 830.252-YR - 829.621-YR - 829.47 PHASE 1 SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TOTHE ACCURACY OF THIS INFORMATION. VERIFICATION TO THESATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS ACONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIESIN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINETOLL FREE TO OBTAIN LOCATION OF UNDERGROUNDUTILITIES PRIOR TO COMMENCING THE WORK. WISCONSINSTATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE. PHASE 2 WET POND 1PTOP - 835.00SPILLWAY - 834.00N.W.L. - 828.75BOTTOM - 823.75100-YR - 833.0010-YR - 831.822-YR - 831.151-YR - 830.74 Page 62 of 74 838836 838 834 822826 835 837 838 838837 838836 839837 836 828.75 827.75 823.75823.75 827.75 828.75 824.75 828.75 835 829 831 833 829 831 833 835 829831 833 835 835 835 835 835 834 832 830 829 831 833 835 823827828 823827828 823 827828 823827828830832834 830832834 830 832834 835 830832834 829831833 828.75 828.75 828.75 839 839 838 837 837 835 836 837 836835 836 835 836 835 836 837 837 836 838 838836 838836839 836838 839 839 836 837 827829831833 831835 835 834 832833834835 840 839 838 837 839 838 835834 832 831 834830 830 830 829 828 833 835 836834 833 832 836 836 835 835 836 835 835 836 836 836 835 836 C1.04 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL FILL GRADINGPLAN SPRINGDALE ROAD CTH "SR" WETLANDS WETPOND 6P INDICATES EXISTINGP.E.C. BOUNDARY(TYP.) INDICATES PROPOSEDP.E.C. BOUNDARY(TYP.) INDICATESEXISTINGTREELINE(TYP.) INDICATESPROPOSEDTREELINE(TYP.) INDICATESWETLANDBOUNDARY WET POND DRYSTORAGE AREA PHASE 2 PHASE 1 SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TOTHE ACCURACY OF THIS INFORMATION. VERIFICATION TO THESATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS ACONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIESIN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINETOLL FREE TO OBTAIN LOCATION OF UNDERGROUNDUTILITIES PRIOR TO COMMENCING THE WORK. WISCONSINSTATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE. WET POND 3PTOP - 834.75SPILLWAY - 833.75N.W.L. - 828.00BOTTOM - 823.00100-YR - 832.7510-YR - 830.252-YR - 829.621-YR - 829.47 WET POND 1PTOP - 835.00SPILLWAY - 834.00N.W.L. - 828.75BOTTOM - 823.75100-YR - 833.0010-YR - 831.822-YR - 831.151-YR - 830.74 Page 63 of 74 833.6 833.6 833.6 833.6 826822 826822 822826 835 836835833 835 836 835 836 835 835 836 836 834833832831830 833 832 831 830 834 834 833 832 827829831833 827829831833 833830827 833 834 834832 830 833 834 833 836 835836 836 836 833 833 833.5 834.5 C1.05 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL FILL GRADINGPLAN WET POND 6PTOP - 834.50SPILLWAY - 833.50N.W.L. - 827.00BOTTOM - 822.00100-YR - 832.4910-YR - 831.242-YR - 830.181-YR - 829.75 WETLANDS BRIARWOODLANE INDICATESEXISTING TREELINE(TYP.) INDICATES PROPOSEDTREELINE (TYP.) INDICATES EXISTINGP.E.C. BOUNDARY(TYP.) INDICATESWETLANDBOUNDARY DEPRESSION 5DTOP - 834.60SPILLWAY - 833.60BOTTOM - 829.00100-YR - 832.2510-YR - 831.272-YR - 830.441-YR - 830.17 BASIN 7BTOP - 834.50SPILLWAY - 833.50BOTTOM - 832.00-833.00100-YR - 832.3610-YR - 832.222-YR - 832.151-YR - 832.13 PHASE 2PHASE 1 SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TOTHE ACCURACY OF THIS INFORMATION. VERIFICATION TO THESATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS ACONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIESIN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINETOLL FREE TO OBTAIN LOCATION OF UNDERGROUNDUTILITIES PRIOR TO COMMENCING THE WORK. WISCONSINSTATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE. Page 64 of 74 833.6 833.6 833.6 833.6 826 830828 826822 826822 822826 835 826828 830 828 827 828830 827829831 832.85 835 836 835 836 835 835 836 836 833 832 831 830 834 834 833 832 832 831 827829831833 827829831833 833830827 833 834 832 830 831835 831835 830 830 829 828 834832 830 833 834 833 833 833 836 835836 836 836 830 835 831 835 832.85 833 833 833.5 834.5 C1.06 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL FILL GRADINGPLAN SPRINGDALE ROAD CTH "SR" BASIN 8BTOP - 832.85SPILLWAY - 831.85BOTTOM - 826.00100-YR - 830.8510-YR - 829.422-YR - 829.051-YR - 828.62 WETLANDS WETLANDS INDICATES EXISTINGP.E.C. BOUNDARY(TYP.) INDICATESEXISTING TREELINE(TYP.) INDICATESPROPOSEDTREELINE(TYP.) PHASE 1 PHASE 2 INDICATESWETLANDBOUNDARY SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TOTHE ACCURACY OF THIS INFORMATION. VERIFICATION TO THESATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS ACONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIESIN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINETOLL FREE TO OBTAIN LOCATION OF UNDERGROUNDUTILITIES PRIOR TO COMMENCING THE WORK. WISCONSINSTATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE. WETLANDS INDICATES100 YEARFLOODPLAINLINE WET POND 6PTOP - 834.50SPILLWAY - 833.50N.W.L. - 827.00BOTTOM - 822.00100-YR - 832.4910-YR - 831.242-YR - 830.181-YR - 829.75 BASIN 7BTOP - 834.50SPILLWAY - 833.50BOTTOM - 832.00-833.00100-YR - 832.3610-YR - 832.222-YR - 832.151-YR - 832.13 Page 65 of 74 828.75 827.75823.75 823.75827.75828.75 827.75 826.75825.75824.75 828.75 835 835 844 835832 835833 835834832 831830829 830832834 832834 835833831829 829831833 829831833835 829831833 835 835 835835835 835835834 832 830 829 831833 835 823827828 823827828 828 830832834 830 832 834835 830832834 829831833 828.75 828.75 828.75 838 837 836837 836 837 836 838 836 838 838836 837 836 838 838836 838836 836838 836 843842841 840839838837836 836 837 838 839 840841 842 843 837 837 835 835835 834 835 C1.07 POND 1PDETAILS PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 40' (22"X34")SCALE: 1" = 80' (11"X17") 2040 800 CALL DIGGERS HOTLINE 1-800-242-8511 NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORDS. THE ENGINEERMAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION. VERIFICATION TO THE SATISFACTIONOF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BEASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES BETWEEN LOCATION OF UTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. POND 1PTOP - 835.0050' SPWY - 834.00N.W.L. - 828.75BOTTOM - 823.75100-YR - 833.0010-YR - 831.822-YR - 831.151-YR - 830.74 WET POND 3P WET PONDINFILTRATION AREA 50' WIDEWET POND 1POVERFLOW(LINED WITHNA GREENC350 OREQUAL. TOEMATTING INTOEDGE OFTRAIL DURINGTRAILINSTALLATION) RISER STRUCTUREAND OUTLET PIPE(SEE DETAIL) 6' ASPHALT TRAIL Page 66 of 74 835 835 835 834 832 830 823 827 828 823827828 823 827828 823827 828830 832 834 830832834 830 832 834 835 830 832 834 829831833 828.75 828.75 837 837 836 836 832833834835 835834 832 831 834830 830 830 829 828 833 835 836834 832 836 836 835 835 836 835 835 835 836 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 30' (22"X34")SCALE: 1" = 60' (11"X17") 1530 600 WETLANDSINDICATESWETLANDBOUNDARY CALL DIGGERS HOTLINE 1-800-242-8511 NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORDS. THE ENGINEERMAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION. VERIFICATION TO THE SATISFACTIONOF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALLBE ASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES BETWEEN LOCATION OF UTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. TWO-PIECE ANTI-SEEP COLLAR NOTES:-COLLARS SHALL BE 1/4" POLYETHYLENE SHEETSWITH COLLAR FOR PIPE.-EXTEND COLLARS MINIMUM 12" OUTWARD FROM ALLPOINTS ON PIPE.-LOCATE COLLARS AT CENTER OF TOP OF BERM.-INSTALL COLLARS PER MANUFACTURER SPECIFICATIONS. C1.08 POND 3PDETAILS POND 3PTOP - 834.7510' SPWY - 833.75N.W.L. - 828.00BOTTOM - 823.00100-YR - 832.7510-YR - 830.252-YR - 829.621-YR - 829.47 WET POND1P 24"STMFES36" FESPOND 1POUTLET TOPOND 3P RISER STRUCTUREAND OUTLET PIPE(SEE DETAIL) PROPOSEDLEVELSPREADER 20' WIDE WET POND 3POVERFLOW (LINED WITHNA GREEN C350 OREQUAL. TOE MATTING INTOEDGE OF CURB DURINGCURB INSTALLATION) Page 67 of 74 832 833 834 832 833 834.5 831.25 831.25831.25 834.5 834.5 834.5 837 833 841 840 839 838 836 841 840 839 838 836 840 839838 837 836 837 838 838 838 838 837 836 836 837 838 838 836835 835 835 835 835 835 832834 836 835 834 837 833 837 837 834 833 832 831 830 824 828 832 836 840 824 828 832 836 840 114.2'-24" RCP STM. SEWER @ S=0.36% BASIN 4 MH 2STA. 171+45.39RIM EL.=833.2524" N=829.9124" E=829.91 235.5'-24" RCP STM. SEWER @ S=0.36%BASIN 4 MH 1STA. 173+80.92RIM EL.=834.5024" N=830.7524" S=830.75 140.5'-24" RCP STM. SEWER @ S=0.36% BASIN 4 OUTLET FESSTA. 170+31.2024" IE 829.50 BASIN 4 OUTLETSTA. 175+21.4024" IE 831.25 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 30' (22"X34")SCALE: 1" = 60' (11"X17") 1530 600 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROMAVAILABLE RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TO THEACCURACY OF THIS INFORMATION. VERIFICATION TO THE SATISFACTION OF THECONTRACTOR OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ONTHE PLANS, SHALL BE ASSUMED AS A CONDITION OF THE CONTRACT. THECONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEENLOCATION OF UTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. C1.09 BASIN 4BDETAILS BASIN 4BTOP - 835.5010' SPWY - 834.50BOTTOM - 831.25100-YR - 834.4210-YR - 832.992-YR - 832.371-YR - 832.19 VERT HORIZ 40 800 4 WETLANDS INDICATESWETLANDBOUNDARY PROPOSEDLEVELSPREADER OUTLET PIPE(SEE PROFILE) 18" STM FESBASIN 4B MH 1BASIN 4B MH 2 INDICATES EXISTINGGRADE (TYP.) INDICATES PROPOSEDGRADE (TYP.) PROPOSED 24" CL-III RCP STORM SEWER DEPRESSION5D 12' WIDE BASIN4B OVERFLOW(LINED WITH NAGREEN C350OR EQUAL) BASIN CONSTRUCTION NOTES 1. BASIN SHALL NOT BE INSTALLED UNTIL THE SITE IS SUBSTANTIALLY STABILIZED. 2. DURING ALL PHASES OF CONSTRUCTION, THE BASIN AREA SHALL BE PROTECTED FROMHEAVY EQUIPMENT COMPACTION. 3. REMOVE ACCUMULATED SEDIMENT PRIOR TO PLACEMENT OF BASIN SOIL MIX. 4. BASIN SOIL MIX SHALL BE PLACED IN 6 INCH LIFTS TO AVOID COMPACTION. 5. BASIN SOIL MIX PLACED IN THE BASIN AREA SHALL NOT BE COMPACTED. 6. PLACEMENT OF BASIN SOIL MIX SHALL BE SUSPENDED IN PERIODS OF RAINFALL ANDSNOWMELT AND SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT. Page 68 of 74 833.6 833.6 833.6 833.6 826 837836 837 838 838 837 836 835 835 834 837 833 838 837 836 835 834833 832 831830 833 832 831 830 832 833830827 833 834832 830 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 30' (22"X34")SCALE: 1" = 60' (11"X17") 1530 600 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLERECORDS. THE ENGINEER MAKES NO GUARANTEE AS TO THE ACCURACY OFTHIS INFORMATION. VERIFICATION TO THE SATISFACTION OF THE CONTRACTOROF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS,SHALL BE ASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTORSHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OFUTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. C1.10 DEPRESSION5D DETAILS DEPRESSION 5DTOP - 834.60100' SPWY - 833.60BOTTOM - 829.00100-YR - 832.2510-YR - 831.272-YR - 830.441-YR - 830.17 WETLANDS INDICATESWETLANDBOUNDARY PROPOSEDLEVELSPREADER 6' ASPHALT TRAIL WET POND 6P 100' WIDE DEPRESSION5D OVERFLOW (LINEDWITH NA GREEN C350OR EQUAL. TOEMATTING INTO EDGEOF TRAIL DURINGTRAIL INSTALLATION) RISER STRUCTUREAND OUTLET PIPE(SEE DETAIL) 24" FES BASIN4B OUTLET TOPOND 3P Page 69 of 74 833.6 833.6 833.6 833.6 826 822 826822 822826 836 835 836 835 836 835 835 836 836 833 832 831 830 834 834 833 832 827 829 831 833 827 829 831 833 833830827 834 833 834 834832 830 833 836 836 833 833 833.5 834.5 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 30' (22"X34")SCALE: 1" = 60' (11"X17") 1530 600 CALL DIGGERS HOTLINE 1-800-242-8511 NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORDS. THE ENGINEERMAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION. VERIFICATION TO THE SATISFACTIONOF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BEASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES BETWEEN LOCATION OF UTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. C1.11 POND 6PDETAILS POND 6PTOP - 834.5010' SPWY - 833.50N.W.L. - 827.00BOTTOM - 822.00100-YR - 832.4910-YR - 831.242-YR - 830.181-YR - 829.75 12" FESDEPRESSION 5OUTLET TOPOND 6DEPRESSION5D RISERSTRUCTURE ANDOUTLET PIPE(SEE DETAIL) BASIN 7B 15' WIDE WET POND 6POVERFLOW (LINED WITH NAGREEN C350 OR EQUAL) Page 70 of 74 830 828 830 836 835 836834 833 834 833 836 833 833 833.5 834.5 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 20' (22"X34")SCALE: 1" = 40' (11"X17") 1020 400 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLERECORDS. THE ENGINEER MAKES NO GUARANTEE AS TO THE ACCURACY OFTHIS INFORMATION. VERIFICATION TO THE SATISFACTION OF THE CONTRACTOROF ALL UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS,SHALL BE ASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTORSHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OFUTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. C1.12 BASIN 7BDETAILS BASIN 7BTOP - 834.5010' SPWY - 833.50BOTTOM - 832.00100-YR - 832.3610-YR - 832.222-YR - 832.151-YR - 832.13 10' WIDE BASIN7B OVERFLOW(LINED WITH NAGREEN C350 OREQUAL. TOEMATTING INTOEDGE OF CURBDURING CURBINSTALLATION) 24" POND 6POUTLET PIPE FIELD INLET OUTLETSTRUCTURE AND OUTLETPIPE (SEE DETAIL) BASIN 8B WET POND 6P BASIN CONSTRUCTION NOTES 1. BASIN SHALL NOT BE INSTALLED UNTIL THE SITE IS SUBSTANTIALLY STABILIZED. 2. DURING ALL PHASES OF CONSTRUCTION, THE BASIN AREA SHALL BE PROTECTED FROMHEAVY EQUIPMENT COMPACTION. 3. REMOVE ACCUMULATED SEDIMENT PRIOR TO PLACEMENT OF BASIN SOIL MIX. 4. BASIN SOIL MIX SHALL BE PLACED IN 6 INCH LIFTS TO AVOID COMPACTION. 5. BASIN SOIL MIX PLACED IN THE BASIN AREA SHALL NOT BE COMPACTED. 6. PLACEMENT OF BASIN SOIL MIX SHALL BE SUSPENDED IN PERIODS OF RAINFALL ANDSNOWMELT AND SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT. Page 71 of 74 826 830 828 826 828 830 828 827 828 830 827 829 831 832.85 832 831 832 830 831835 834 833 833 830 832.85 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 20' (22"X34")SCALE: 1" = 40' (11"X17") 1020 400 CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLERECORDS. THE ENGINEER MAKES NO GUARANTEE AS TO THE ACCURACY OF THISINFORMATION. VERIFICATION TO THE SATISFACTION OF THE CONTRACTOR OF ALLUNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BEASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIES IN THEFIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. C1.13 BASIN 8BDETAILS BASIN 8BTOP - 832.8510' SPWY - 831.85BOTTOM - 826.00100-YR - 830.8510-YR - 829.422-YR - 829.051-YR - 828.62 WETLANDS INDICATESWETLANDBOUNDARY 10' WIDE BASIN8B OVERFLOW(LINED WITH NAGREEN C350OR EQUAL) 24" FESWET POND 6P& BASIN 7BOUTLET TOBASIN 8B RISERSTRUCTURE ANDOUTLET PIPE(SEE DETAIL) BASIN CONSTRUCTION NOTES 1. BASIN SHALL NOT BE INSTALLED UNTIL THE SITE IS SUBSTANTIALLY STABILIZED. 2. DURING ALL PHASES OF CONSTRUCTION, THE BASIN AREA SHALL BE PROTECTED FROMHEAVY EQUIPMENT COMPACTION. 3. REMOVE ACCUMULATED SEDIMENT PRIOR TO PLACEMENT OF BASIN SOIL MIX. 4. BASIN SOIL MIX SHALL BE PLACED IN 6 INCH LIFTS TO AVOID COMPACTION. 5. BASIN SOIL MIX PLACED IN THE BASIN AREA SHALL NOT BE COMPACTED. 6. PLACEMENT OF BASIN SOIL MIX SHALL BE SUSPENDED IN PERIODS OF RAINFALL ANDSNOWMELT AND SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT. Page 72 of 74 POTENTIAL STOCKPILE LOCATION(TO BE SURROUNDEDBY SILT FENCE) POTENTIAL STOCKPILE LOCATION(TO BE SURROUNDEDBY SILT FENCE) POTENTIAL STOCKPILE LOCATION(TO BE SURROUNDED BY SILT FENCE) C2.00 FILL GRADINGEROSIONCONTROL PLAN PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL SCALE: 1" = 100' (22"X34")SCALE: 1" = 200' (11"X17") 50100 2000 WETLANDS CALL DIGGERS HOTLINE 1-800-242-8511NOTE:EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORDS.THE ENGINEER MAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION.VERIFICATION TO THE SATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND UTILITIES,WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE ASSUMED AS A CONDITION OF THECONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIESBETWEEN LOCATION OF UTILITIES IN THE FIELD AND LOCATIONS SHOWN ON THE PLANS. CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLLFREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TOCOMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRESMIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. INDICATESWETLAND BOUNDARY(TYP.) PROPOSEDSILT FENCE(TYP.) PROPOSEDSILT FENCE(TYP.) INDICATESSTRAW WATTLE(TYP.) INDICATES STONEDITCH CHECK (TYP.) WETLANDS INDICATESPRIMARYENVIRONMENTALCORRIDORBOUNDARY(TYP.) GRAVELTRACKING PAD NOCONSTRUCTIONACCESS NOCONSTRUCTIONACCESSNOCONSTRUCTIONACCESS TEMP.SEDIMENTTRAP TEMPORARYSEDIMENTTRAP TEMPORARYSEDIMENT BASIN TEMPORARYSEDIMENT TRAP TEMP.SEDIMENTBASIN WISCONSIN DEPARTMENT OF NATURAL RESOURCES,CONSERVATION PRACTICE STANDARD:1052 - NON-CHANNEL EROSION MAT1053- CHANNEL EROSION MAT1055 - SEDIMENT BALE BARRIER (NON-CHANNEL)1056 - SILT FENCE1060 - STORM INLET PROTECTION FOR CONST. SITES1062 - DITCH CHECK1057 - STONE TRACKING PAD AND TIRE WASHING1058 - MULCHING FOR CONSTRUCTION SITES1059 - TEMPORARY SEEDING1061 - DE-WATERING1063- SEDIMENT TRAP1064 - SEDIMENT BASIN SPRINGDALE ROAD C.T.H. "SR" TEMPORARY EROSIONMATTINGN.A. GREEN S75BNCLASS I URBAN, TYPE B CHANNEL EROSIONMATTINGKEP-C100 NATURALCLASS II, TYPE C OVERFLOW SPILLWAYMATTINGN.A. GREEN C350CLASS III, TYPE A PHASE 2PHASE 1 PHASE 2PHASE 1 TEMP.SEDIMENTBASIN TRAFFIC BARRELS ATEND OF ROAD TRAFFIC BARRELS ATEND OF ROAD TRAFFIC BARRELS ATEND OF ROAD Page 73 of 74 PROJECT: SHEET DATE: JOB NUMBER: THE GLEN AT SPRINGDALEFILL GRADING PLANSCITY OF PEWAUKEE, WISCONSIN 25-01-796 DESCRIPTION: REVISION HISTORY MAY 22, 2026 DATEDESCRIPTION TRIO DESIGN LANDSURVEYING CIV INGILENGINEER BY: CORNERSTONE DEVELOPMENTN63 W23849 MAIN ST.SUSSEX, WI 53089 05/22/2026CITY SUBMITTAL CONSTRUCTIONNOTES & DETAILS C3.00 · · · ·· Paved Public Road 50 ft min. NOTE:SURFACE WATER MUST BE PREVENTEDFROM PASSING THROUGH THE TRACKINGPAD. FLOWS SHALL BE DIVERTED AWAYFROM TRACKING PADS OR CONVEYEDUNDER AND AROUND THEM BY USING AVARIETY OF PRACTICES, SUCH ASCULVERTS, WATER BARS, OR OTHERSIMILAR PRACTICES. THE WIDTH SHALL BETHE FULL WIDTH OFTHE EGRESS POINT THE AGGREGATE SHALL CONFORM TO WDNRTECHNICAL STANDARD 1057 (TABLE 1) ANDSHALL BE PLACED IN A LAYER AT LEAST 12INCHES THICK. ON SITES WITH A HIGH WATERTABLE, OR WHERE SATURATED CONDITIONS AREEXPECTED DURING THE LIFE OF THE PRACTICE,STONE TRACKING PADS SHALL BE UNDERLAINWITH A WISDOT TYPE R GEOTEXTILE FABRIC TOPREVENT MIGRATION OF UNDERLYING SOIL INTHE STONE. NO SCALECONSTRUCTION ENTRANCE DETAIL NO SCALE WATER FLOW WORK AREA AREA TO BEPROTECTED STAKE ON 10'LINEAL SPACING OPEN SPACE INSTALLATION -PLAN VIEW WORK AREA AREA TO BEPROTECTED12" SILT SOCK2 X 2 WOOD STAKE COMPOST SILTSOCK 3"-4" NOTES:1.ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS2.REFER TO MANUFACTURERS AND/OR SUPPLIERS.SPECIFICATIONS FOR INSTALLATION RECOMMENDATIONS.3.ACTUAL LOCATION MAY BE FIELD ADJUSTED TO MINIMIZEDISTURBANCE TO EXISTING VEGETATION.4.INSTALL EVERY 200' OR 2' GRADE DROP IN SWALES. PROFILE VIEW STRAW WATTLE DITCH CHECK INSTALLATION DETAIL Page 74 of 74