VB 2-23-26 Agenda Packet - amended

Village of Hartland 210 Cottonwood Avenue Hartland WI 53029 PH: 262-367-2714 FAX: 262-367-2430 www.villageofhartland.wi.gov VILLAGE BOARD AGENDA *AMENDED MONDAY, FEBRUARY 23, 2026 ∙ 6:30 PM BOARD ROOM, MUNICIPAL BUILDING, 210 COTTONWOOD Call to Order Roll Call Pledge of Allegiance – Trustee Pfeiffer Public Comments: Please be advised the Village Board will receive comments from the public related to any item(s) for a three-minute time period per person, with time extensions per the Village President’s discretion. This meeting will be recorded and will be available online through the Village’s website. 1. Consideration of approval of Minutes for February 9, 2026 2. Items related to vouchers a. Consideration of Contractor’s Application for Payment No. 1 to Mid City Corp., in the amount of $340,170.06 b. Consideration of vouchers for payment in the amount of $294,199.05 3. Actions related to Licenses and Permits a. Restricted Species Permit – Heather Schmidt, 428 Cottonwood Ave., 3 dogs b. Operator/bartender application - Matthew McKenna Items Referred from the February 16, 2026 Architectural Board/Plan Commission Meeting 4. Review and consideration of an Extraterritorial Certified Survey Map for the Braden property at N30 W29315 Hillcrest Drive 5. Review and consideration of resubmittal of approved addition for T-Lon at 1110 Richards Road Other Items for Consideration 6. Consideration of Third Reading of Bill for an Ordinance No. 01/20/2026 “An Ordinance to Amend Chapter 30 of the Village of Hartland Municipal Code Pertaining to Court” 7. Discussion and consideration to approve the amended Successor Agreement for the Operation of the Lake Country Municipal Court a/k/a Municipal Court for Western Waukesha County 8. Discussion and consideration of amendments to the beer garden agreement a. The addition of Wednesdays with adjustment to usage fee b. Placement of a food trailer for added food preparation area c. Delineation of beer garden area 9. Discussion and consideration to allow a new Ice Age Trail route through the Cottonwood Wayside property 10. Consideration of renewing terms to the Business Improvement District Board for Nick Jensen, Bob Wisniewski and Marilyn Haroldson 11. Discussion and consideration to award contracts for Public Works projects included in the 2026 budget: a. Wellhouse work contract to Water Well Solutions in the amount of $52,626.00 b. Nixon and Bark River Park fence and ballfield restoration contracts to Century Fence and Midwest Athletic Fields for a total of $91,090.00 c. DPW garage door replacement contract to Hartland Overhead Door Inc. in the amount of $69,925.00 d. Bulk filling station contract to Ferguson Waterworks in the amount of $43,732.00 to erect a filling station at 570 Progress Drive that was approved by the Architectural Board/Plan Commission on February 16, 2026 e. Sanitary sewer cleaning and televising contract to Visu Sewer for the low bid of .42 per LF for sewer cleaning and $1.35 per LF for televising 12. Discussion of potential guidelines and regulations for chickens at residential properties (Requested by Trustee Wallschlager) 13. Announcements: The following individuals will be given an opportunity to make announcements at the meeting in regard to (1) activities taken since the previous meeting on behalf of the community, (2) future municipal activities, and (3) communications received from citizens. It is not contemplated that these matters will be discussed or acted upon. The following individuals may provide announcements: Village President or individual Village Board members or Village Manager or other Village Staff members. 14. Adjournment Ryan Bailey, Village Manager Notice: Please note that upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, contact Sandee Policello, Village Clerk, at 262-367-2714. The Municipal Building is handicap accessible. To participate via Zoom: https://us02web.zoom.us/j/88661387575?pwd=v1N2RPgtmCFsXqa8Q6PudiNqCKohs7.1 or dial 1 (312) 626-6799. The meeting ID is: 886 6138 7575 Passcode: 943432 1 VILLAGE OF HARTLAND VILLAGE BOARD MINUTES MONDAY, FEBRUARY 9, 2026 * 6:30 PM BOARD ROOM, MUNICIPAL BUILDING, 210 COTTONWOOD AVE. President Pfannerstill called the meeting to order at 6:30 pm. P resent: President Pfannerstill, Trustees de Boer, Truttschel, Pfeiffer, Wallschlager, Conner (via Zoom and in person at 7:22 pm), Hallquist O thers Present: Village Manager Bailey, Deputy Police Chief DeBarge, Fire Chief Jambretz, Assistant Fire Chief Kajil Sharp, DPW Director Jenson, Sam Blonien Recreation Manager, Clerk Policello P ublic Comment: None 1. Legislative update by State Representative Barbara Dittrich State Representative Barbara Dittrich provided a legislative update to the Village Board. She highlighted several key accomplishments from the current legislative session including the passing of a biennial budget on time despite divided government. Rep. Dittrich emphasized her work with former Representative Cindy Duchow and Senator Bradley to prioritize a study of I-94 by the Department of Transportation, noting the disproportionate number of crashes and deaths from the Waukesha County line to the Jefferson County line. Rep. Dittrich discussed the state's budget surplus and ongoing debates about how to return it to taxpayers, stating her preference for using the lottery tax credit method rather than other approaches that might benefit non-Wisconsin residents. She also mentioned several legislative initiatives including no tax on tips, no tax on overtime, and a potential state-level Trump account to help younger generations save for housing. Additional topics covered included cell phone restrictions in schools to improve academic achievement and mental health, expansion of recovery high schools statewide to address substance use issues, and new technology for police to test for drugs through saliva tests. She also mentioned that a bill addressing wakeboard issues on lakes was recently referred to committee, and that she had met with Arrowhead and feeder schools regarding potential school consolidation legislation. The Representative noted she has been working with municipal clerks, including Hartland's clerk Sandee Policello, to get feedback on election bills. She closed by taking questions from Board members. 2. C onsideration of approval of Minutes for January 26, 2026 Motion by Trustee Pfeiffer, seconded by Trustee Hallquist, to approve the minutes for January 26, 2026. Motion carried unanimously. 3. I tems related to vouchers a. C onsideration of vouchers for payment in the amount of $8,559,025.56 Trustee Wallschlager clarified for the public that of the total vouchers amount, $7,990,459 was being paid to schools, representing tax money that came in and was going out to where it belongs. 2 Motion by Trustee Wallschlager, seconded by Trustee Truttschel, to approve the vouchers for payment in the amount of $8,559,025.56. Motion carried unanimously. 4. A ctions related to Licenses and Permits a. D iscussion and consideration of Special Event Applications i. H artland Farmer's Market, Sundays June 1 – October 31, 2026 The B oard noted they had previously discussed the Farmer's Market at the last meeting but it had not been on the agenda for formal approval. M otion by Trustee Pfeiffer, seconded by Trustee deBoer, to approve the Hartland Farmer's Market for Sundays, June 1 through October 31, 2026. Motion carried unanimously. ii. B ark River Bash, Kiwanis of Greater Hartland – May 2, 2026 Jim Muenzenberger presented the request for the 6th annual Bark River Bash. He explained the event would include a canoe/kayak race from Centennial Park to Nixon Park, a Duck Derby, inflatables, music in the band shelter, and potentially a beer garden operated by Beer Snobs. The Fine Arts Center and Shelter 4 were being requested, and the event would include vendors and a craft fair. There was discussion about solicitor's permits and food vendor requirements. The Board and staff clarified that the food vendors would still need to come through the clerk's office to show their restaurant license and proof of insurance, but other vendors participating in the special event would not need individual solicitor's permits. Mr. Muenzenberger confirmed that Kiwanis charges vendors $25 per booth and proceeds from the event would be donated to the library. Motion by Trustee Pfeiffer, seconded by Trustee Truttschel, to approve the Bark River Bash on May 2, 2026 with the park rental fees waived. Motion carried unanimously. iii. B aby Goat Yoga, Wisconsin Athletic Club – May 31, 2026 Katie from the Wisconsin Athletic Club presented the request to hold baby goat yoga at Nixon Park for the third time. She explained the event would be approximately three hours total, including setup and takedown of a small fence to contain the baby goats, with the actual event lasting about 45 minutes to an hour. The Board confirmed that the fence stakes were small and would not require Diggers Hotline to be contacted. Motion by Trustee Truttschel, seconded by Trustee Hallquist, to approve the Baby Goat Yoga event on May 31, 2026. Motion carried unanimously. iv. S treet Dance, Hartland Chamber of Commerce – August 22, 2026 Elise Miller from the Hartland Chamber of Commerce presented the Street Dance request for August 22, 2026. She explained it would be similar to last year with the addition of vendors on the west side of the street and in the vacant parking lot by the old gas station. Discussion focused on whether local businesses serving as food vendors would need permits. It was stated that they would not need mobile food permits, as they are Hartland restaurants that hold restaurant licenses and insurance and they are setting up tables and will not have food trucks or trailers. Ms. Miller confirmed she had received written approval from US Bank to place porta-potties on their property. 3 Motion by Trustee Pfeiffer, seconded by Trustee Truttschel, to approve the Street Dance by the Hartland Chamber of Commerce for August 22, 2026. Motion carried unanimously. v. Summer Market Series, Hartland Chamber of Commerce – Sundays June 14, July 12, September 13, 2026 Elise Miller presented a new event called the Summer Market Series to be held at Nixon Park. She requested to change the September date from the 13th to the 20th to avoid conflicting with Fall Fest. The event would run from 11:00 AM to 3:00 PM with setup beginning at 9:30 AM. The Park Board had approved the use of 20 spaces in the lower parking lot for vendors. Ms. Miller explained that Chamber members would have priority in selecting spaces, and vendors could pay for individual events or get a discount for participating in all four events (including the Street Dance). Discussion focused on logistics, with DPW Director Tom Jenson explaining that vendors would need to use part of the grass area while keeping the roadway clear for emergency vehicle access. Ms. Miller confirmed the Beer Snobs beer garden would be operating during the events. Motion by Trustee Pfeiffer, seconded by Trustee deBoer, to approve the Summer Market Series for the Hartland Chamber of Commerce on Sundays, June 14, July 12, and September 20, 2026. Motion carried unanimously. 5. Consideration of Second Reading, with possible waiving of Third Reading, of Bill for an Ordinance No. 01/20/2026 "An Ordinance to Amend Chapter 30 of the Village of Hartland Municipal Code Pertaining to Court" Deputy Chief Brian De Barge explained that between the first and second readings, the City of Oconomowoc noticed a misspelled word, which led to some small semantic changes by their attorneys. Chief Misko requested that the Board not waive the third reading to allow time for any additional minor changes that might be needed in the next couple of weeks. This completed the second reading. 6. Discussion and consideration to award the Village's Cross Connection Control Plan to Hydro Corp. Inc. DPW Director Tom Jenson explained that the Village's cross connection control plan covers commercial accounts, with inspection frequency based on the risk rating of each building. The current contract with Hydro Corp Inc. is up for renewal. The new cost would be $172 per inspection, up from $161 in the previous contract, for a total of $28,274.41 for 2026-2027. Mr. Jenson noted that the Village has used Hydro Corp for many years without problems and that there are approximately 82 properties per year that require inspection, with potential reinspections if issues are found. Motion by Trustee Conner, seconded by Trustee Hallquist, to approve the Village Cross Connection Control Plan to Hydro Corp Inc. in the amount of $28,274.41 for 2026-2027. Motion carried unanimously. 7. Review of conceptual plans for Haight Drive Village Manager Ryan Bailey presented conceptual plans to transform Haight Drive into an outdoor dining and public space area. The plan would close part of Haight Avenue, creating 4 a pedestrian-friendly area with outdoor dining for adjacent restaurants (The Inn and Beer Snobs) plus a public section with fire pits. Mr. Bailey explained that while the Village had not yet secured formal agreements with the two property owners, the concept would allow each business to expand their outdoor dining while creating a public gathering space. The project would be funded from the Village budget at $250,000, with $50,000 potentially coming from Wisconsin Economic Development vibrant spaces grant. Trustee Wallschlager expressed concerns about the Village paying for improvements that would primarily benefit private businesses. Mr. Bailey explained that the property owners would be responsible for maintaining the areas, including the public space, and that the Village would reserve the right to use the public areas for events like the annual Christmas tree lighting. Several trustees expressed support for the concept as a way to revitalize downtown and create a safer pedestrian environment. President Pfannerstill requested to see additional design options before final approval but supported moving forward with the grant application and planning process. Motion by Trustee Hallquist, seconded by Trustee Conner, to approve Resolution 02- 06-2026 authorizing the submission of a 2026 Vibrant Spaces Grant application to the Wisconsin Economic Development Corporation for the Village of Hartland, and to move the conceptual plans for Haight Drive to the Planning Commission. Motion carried unanimously. 8. Discussion and consideration regarding the 2026 Hometown Parade route and time Village Manager Ryan Bailey presented a proposal to change the Hometown Parade route and time, returning to a more traditional route that would end at Nixon Park. He explained that St. Charles Church had agreed to cancel their 11:00 AM Mass to accommodate an 11:30 AM start time. The proposed route would begin at Sendik's and proceed down Merton Avenue to Capitol Drive to Cottonwood to Park Avenue and into Nixon Park. The change was intended to create more excitement around the parade by having it end at Nixon Park, where the carnival and other Sunday activities would be taking place. Several Board members expressed support for returning to the traditional route, noting it would build to a climactic end and would include more downtown businesses along the route. Trustee Hallquist expressed concerns about logistical challenges, particularly getting floats out of the area in a timely manner. There was discussion about how to manage traffic flow and ensure carnival access would not be impeded. Several trustees noted that this was how the parade operated for many years before recent changes, and with proper planning, the logistics could be managed successfully. Motion by President Pfannerstill, seconded by Trustee Pfeiffer, to change the 2026 Hometown Parade route to leave from Sendik's, go down Merton, to Capitol, go left on Cottonwood, left on Park, and then into Nixon Park, with a start time of 11:30 AM. Motion carried unanimously. 9. Announcements Recreation Director Sam Blonien announced that work was underway on the summer recreation guide and summer camp information had been posted, with registration opening on March 11. She also mentioned that they were still working on securing Hometown sponsorships. 5 DPW Director Tom Jenson reported his department was working on the MS4 permit annual report and preparing proposals for well rehabilitation. He thanked the Ice Age Trail Alliance and Waukesha County Land Conservancy for their work in the Hartland Marsh preserve, where over 100 volunteers had removed buckthorn and restored the oak woodlot. He also mentioned the upcoming Kudos awards dinner. Fire Chief David Jambretz reported on attending the EMS conference in Green Bay and working on various funding sources. He noted that since Bob Graser started. Deputy Chief Brian De Barge announced that applications for the 2026 Lake Country Citizens Academy were being accepted until March 15. He also reported that Officer Taylor Weiss would be resigning on February 18 to join the Germantown Police Department after two years with Hartland, and that recruitment for her replacement was underway. Trustee Wallschlager reminded everyone about the upcoming sleep-out event at the Legion Hall to benefit homeless veterans. Trustee Truttschel added that there would be bands on Friday and Saturday nights as part of the fundraiser. President Pfannerstill announced that a primary election would be held on February 17, affecting Swallow School, and that he was working with the Village Manager to organize a gathering of all village board members, committee members, and staff to foster camaraderie and discuss goals for the upcoming year. 10. Closed Session Motion by Trustee Pfeiffer, seconded by Trustee Conner, to convene into closed session pursuant to Wisconsin Statutes 19.85(1)(e) and 19.85(1)(g). Motion carried by unanimous roll call vote. 8:20 pm. 11. Reconvene into open session Motion by Trustee Pfeiffer, seconded by Trustee Hallquist, to reconvene into open session. Motion carried unanimously. 9:48 pm. No action was taken on matters discussed in closed session. 12. Adjournment Motion by Trustee Pfeiffer, seconded by Trustee Conner, to adjourn. Motion carried unanimously. The meeting adjourned at 9:49 pm. Respectfully submitted, Sandee Policello Village Clerk Application Date: Application Period: To (Owner): From (Contractor): Via ( Engineer ): Contact: Contact: Project: Address: 1. ORIGINAL CONTRACT PRICE ............................................................... 2. Net change by Change Orders ............................................................. 3. CURRENT CONTRACT PRICE (Line 1 + Line 2) ................................. 4. TOTAL COMPLETED TO DATE (Column F Total on Progress Estimates) ............................................ 5. RETAINAGE: 5% X $358, 073.75 Work Completed .......... 6. RETAINAGE REDUCTION TO DATE (Enter as Positive Number) ...... 7. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5 + Line 6) ..................... 8. LESS PREVIOUS PAYMENTS (Line 7 from Prior Application) .......... 9. AMOUNT DUE THIS APPLICATION (Line 7 - Line 8)............................. 10. BALANCE TO FINISH, PLUS RETAINAGE (Column H Total on Progress Estimates + Line 5 - Line 6) ................ Payment of: $ Contractor's Certification Recommended by: Payment of: $ Approved by: By: Date: 2/13/2026 (Date)(Engineer) -$ 358,073.75$ $340,170.06 (Line 9 or other - attach explanation of the other amount) 17,903.69$ 2580-1019 Approved Change Orders Additions $340,170.06 (Line 9 or other - attach explanation of the other amount) (Date)(Owner) Engineer's Project No.: Address:Shadow Ridge, Rustic Lane, and Arlene Drive Lift Station Upgrades 2/16/2026 340,170.06$ 340,170.06$ TOTALS 184,054.94$ $22,400.00 NET CHANGE BY CHANGE ORDERS $22,400.00 Contact: 12930 W Custer Ave, Butler, WI 53007 Village of Hartland 2/5/2026 1 4/4/2025-1/31/2026 Ruekert & Mielke, Inc. Contractor's Application for Payment No. Mid City Corportation Owner's Contract No.: Change Order Summary 1 Number 09-10106.300 Contractor's Project No.: W233 N2080 Ridgeview Parkway Waukesha, WI 53188 501,825.00$ 22,400.00$ 524,225.00$ $22,400.00 Deductions (Enter as Positive Number) The undersigned Contractor certifies that to the best of its knowledge: (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obl igations incurred in connection with Work covered by prior Applications for Payment; (2) title to all Work, materials and equipment incorporated in said Work or otherwise l isted in or covered by this Application for Payment will pass to Owner per Article 15 of the General Conditions; and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Adapted from EJCDC C-620 Contractor's Application for Payment © 2010 National Society of Professional Engineers for EJCDC. All rights reserved. Page 1 of 2 Filepath> 01 Contractor's Application for Payment No. 1.xlsx (Summary) Progress Estimate - Lump Sum Work 1 For (Project): Application Date: Application Period: Engineer's Project No.: 09-10106.300 A B C D E F G H Rustic Lane General General Conditions, Submittals, Project Management 3,000.00$ 3,000.00$ Electrical Installation 17,000.00$ -$ 17,000.00$ Painting of Valve Vault 2,000.00$ -$ 2,000.00$ Bypass Pumping/Septic Haulers w/oversight 5,000.00$ -$ 5,000.00$ Electrical Service Allowance 27,500.00$ -$ 27,500.00$ Instrumentation and Controls 90,000.00$ -$ 90,000.00$ A1- Painting- Blast and repaint wet well piping at Rustic & Shadow 5,651.25$ -$ 5,651.25$ Shadow Ridge -$ -$ General -$ -$ General Conditions, Submittals, Project Management 3,000.00$ 3,000.00$ 3,000.00$ 100.0% -$ Painting of Valve Vault 2,000.00$ -$ 2,000.00$ Electrical Installation 17,000.00$ 17,000.00$ 17,000.00$ 100.0% -$ Bypass Pump/Septic Haulers w/oversight 5,000.00$ 5,000.00$ 5,000.00$ 100.0% -$ Instrumentation and Controls 90,000.00$ 90,000.00$ 90,000.00$ 100.0% -$ A1- Painting- Blast and repaint wet well piping at Rustic & Shadow 11,473.75$ 11,473.75$ 11,473.75$ 100.0% -$ Arlene -$ -$ General -$ -$ General Conditions, Submittals, Project Management 4,150.00$ 4,150.00$ 4,150.00$ 100.0% -$ Bypass Pumping 15,500.00$ 15,500.00$ 15,500.00$ 100.0% -$ Vac Truck and Operator 3,500.00$ 3,500.00$ 3,500.00$ 100.0% -$ Guide Rails with Anchors and Brackets 1,800.00$ 1,800.00$ 1,800.00$ 100.0% -$ Pumps 88,550.00$ 88,550.00$ 88,550.00$ 100.0% -$ Discharge Piping 6,500.00$ 6,500.00$ 6,500.00$ 100.0% -$ Mini Split 15,000.00$ 15,000.00$ 15,000.00$ 100.0% -$ Electrical Installation 29,000.00$ 29,000.00$ 29,000.00$ 100.0% -$ CO #1 : Replacement of Valves and Reconstruction of Forcemain 22,400.00$ 22,400.00$ 22,400.00$ 100.0% -$ Instrumentation and Controls 59,200.00$ 45,200.00$ 45,200.00$ 76.4% 14,000.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Totals $ 524,225.00 $ - $ 358,073.75 $ 358,073.75 $ 166,151.25 Contractor's Application for Payment No. Specification Section No. This PeriodFrom Previous Applications Work Completed to Date Shadow Ridge, Rustic Lane, and Arlene Drive Lift Station Upgrades 2/5/2026 4/4/2025-1/31/2026 Balance to Finish (C - F) Scheduled Value ($)Description % Complete (F / C) Total Work Completed to Date (D + E) Adapted from EJCDC C-620 Contractor's Application for Payment © 2010 National Society of Professional Engineers for EJCDC. All rights reserved. Page 2 of 4 Filepath> 01 Contractor's Application for Payment No. 1.xlsx (LS) To: Village President & Board of Trustees From: Tonia Smith, Fiscal Clerk Date: January 18, 2026 RE: Voucher List Attached is the voucher list for the January 23, 2026 Village Board Meeting January 23, 2026 Checks: 294,199.05$ Total Amount of all Checks: 294,199.05$ 02/18/26 11:42 AM VOUCHER LIST - FEBRUARY 23, 2026 VILLAGE OF HARTLAND Page 1 Account Descr Search Name Comments Amount E X G 101-31680 ICE RINK AVALON GRAPHICS LLC ICE RINK BANNERS $90.00 G 101-31680 ICE RINK AVALON GRAPHICS LLC ICE RINK BANNERS $110.00 G 101-31630 HOMETOWN CELEBRATION DONATIONS BELLA CAIN INC DEPOSIT 6/27/26 HARTLAND HTC $1,000.00 G 101-23000 SPECIAL DEPOSITS ELITE TUMBLING FACTORY 604 W NORTH SHORE DR OCC DEPOSIT REFUND $500.00 G 101-21550 UNION DUES DEDUCTIONS PAYABLE HARTLAND PROFESSIONAL POLICE DUES $630.00 G 101-31680 ICE RINK PORT-A-JOHN PORTABLE RESTROOMS FOR ICE RINK $172.00 G 403-31856 HAMMER SUBDIVISION RUEKERT & MIELKE DEVELOPMENT REVIEW $2,383.00 G 403-31897 THREE LEAF QUARRY RUEKERT & MIELKE CONSTRUCTION ADMIN $1,912.77 G 403-31840 HOMESTEAD RUEKERT & MIELKE DESIGN/ CONSTRUCTION REVIEW $206.52 $7,004.29 AMBULANCE E 101-52300-300 OPERATING SUPPLIES/EXPENSES AIRGAS USA LLC OXYGEN CYLINDER $414.42 E 101-52300-300 OPERATING SUPPLIES/EXPENSES AIRGAS USA LLC OXYGEN CYLINDER $191.29 E 101-52300-300 OPERATING SUPPLIES/EXPENSES BIEBELS TRUE VALUE ADHESIVE $5.37 E 101-52300-300 OPERATING SUPPLIES/EXPENSES BOUND TREE MEDICAL VARIOUS MEDICAL SUPPLIES $60.50 E 101-52300-300 OPERATING SUPPLIES/EXPENSES BOUND TREE MEDICAL VARIOUS MEDICAL SUPPLIES $66.72 E 101-52300-300 OPERATING SUPPLIES/EXPENSES BOUND TREE MEDICAL VARIOUS MEDICAL SUPPLIES $324.16 E 101-52300-300 OPERATING SUPPLIES/EXPENSES BOUND TREE MEDICAL VARIOUS MEDICAL SUPPLIES $615.90 E 101-52300-300 OPERATING SUPPLIES/EXPENSES BOUND TREE MEDICAL VARIOUS MEDICAL SUPPLIES $62.55 E 101-52300-300 OPERATING SUPPLIES/EXPENSES HENRY SCHEIN INC. VARIOUS MEDICAL SUPPLIES $39.36 E 101-52300-300 OPERATING SUPPLIES/EXPENSES HENRY SCHEIN INC. VARIOUS MEDICAL SUPPLIES $140.92 E 101-52300-300 OPERATING SUPPLIES/EXPENSES JAMBRETZ, SUE WEMSA CONFERENCE $150.00 E 101-52300-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $112.50 E 101-52300-300 OPERATING SUPPLIES/EXPENSES PROHEALTH CARE MEDICAL ASSOC MEDICAL SERVICES $544.00 E 101-52300-300 OPERATING SUPPLIES/EXPENSES WOOD, SAM WEMSA CONFERENCE $350.00 E 101-52300-300 OPERATING SUPPLIES/EXPENSES YANG, NOAH PHYSICAL AND WCTC SUPPLIES FOR PARAMEDIC $874.99 $3,952.68AMBULANCE CORPORATE RESERVE EXPENSES E 402-59900-820 POLICE DEPT EXPENSE 10-33 VEHICLE SERVICES SQ#2 EQUIPMENT INSTALL $12,229.69 E 402-59900-840 PUBLIC WORKS EXPENSE BIEBELS TRUE VALUE LATHE SCREW $12.57 E 402-59900-840 PUBLIC WORKS EXPENSE BIEBELS TRUE VALUE FLOOR COATING $118.50 E 402-59900-840 PUBLIC WORKS EXPENSE HOME DEPOT STAIN FOR TRAILER $114.75 E 402-59900-855 LIBRARY EXPENSE RZ HEATING AND COOLING MAINTENACE CONTRACT $1,400.00 E 402-59900-855 LIBRARY EXPENSE RZ HEATING AND COOLING REPLACE 2 ROOF TOP EXHAUST FANS $4,860.00 $18,735.51CORPORATE RESERVE EXPENSES DEBT SERVICE Account Descr Search Name Comments Amount E X Page 2 02/18/26 11:42 AM E 301-58000-305 EXPENSES-OTHER BOND TRUST SERVICES CORP 103055-PA GEN OBLIGATION PROMISSORY NOTES $400.00 E 301-58000-305 EXPENSES-OTHER BOND TRUST SERVICES CORP 103054-PA GEN OBLIGATION CORP PURP BONDS $400.00 $800.00DEBT SERVICE ECONOMIC DEVELOPMENT E 804-56700-719 EVENTS MIDWEST CYCLING SERIES, LLC TOAD RACE PROMOTER FEE $1,499.00 E 804-56700-719 EVENTS TRADITIONS HARTLAND LIGHTS TREE LIGHTING $1,974.14 E 804-56700-719 EVENTS VILLAGE GRAPHICS VALENTINE BINGO $45.50 E 804-56700-718 DISTRICT ADV & MARKET POSITION WISCONSIN BIKE FED 2026 RIDE GUIDE 1/4 ADVERTISEMENT $500.00 $4,018.64ECONOMIC DEVELOPMENT FINANCIAL ADMINISTRATION E 101-51500-300 OPERATING SUPPLIES/EXPENSES BAILEY, RYAN MILeAGE TO EHLERS CONFERENCE IN DELLS $140.65 E 101-51500-290 OUTSIDE SERVICES/CONTRACTS DIVERSIFIED BENEFIT SERVICES FSA FEES $89.82 E 101-51500-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $42.00 E 101-51500-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $661.48 E 101-51500-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC CLOUD BACKUP $56.67 $990.62FINANCIAL ADMINISTRATION FIRE PROTECTION E 101-52200-300 OPERATING SUPPLIES/EXPENSES BIEBELS TRUE VALUE PREM ANTIFREEZE $6.27 E 101-52200-255 BLDGS/GROUNDS BIEBELS TRUE VALUE GREASE/ NUTS AND BOLTS $9.11 E 101-52200-300 OPERATING SUPPLIES/EXPENSES MACQUEEN PORTACOUNT FIT $45.00 E 101-52200-360 VEHICLE MAINT/EXPENSE MACQUEEN FIELD SERVICE COVERSION KIT $247.21 E 101-52200-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $252.00 E 101-52200-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $112.50 E 101-52200-255 BLDGS/GROUNDS PIONEER SUPPLY LLC KITCHEN PAPER TOWELS $92.00 E 101-52200-360 VEHICLE MAINT/EXPENSE POMPS TIRE SERVICE INC BRASS VALVE STEM $85.00 E 101-52200-300 OPERATING SUPPLIES/EXPENSES PROHEALTH CARE MEDICAL ASSOC MEDICAL SERVICES $49.00 E 101-52200-300 OPERATING SUPPLIES/EXPENSES WAUKESHA CTY EMERGENCY MAN ID CARDS $4.31 E 101-52200-290 OUTSIDE SERVICES/CONTRACTS WI DEPT OF JUSTICE RECORD CHECKS $35.00 $937.40FIRE PROTECTION FOUR WINDS WAY E 401-70670-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.29 $1,258.29FOUR WINDS WAY GARBAGE CAN REPLACEMENT E 401-76200-285 CONSTRUCTION COSTS ULINE 24 HEAVY DUTY SLATTED STEEL 32 GAL GARBAGE CAN $20,995.09 $20,995.09GARBAGE CAN REPLACEMENT GENERAL ADMINISTRATION E 101-51400-395 COMMUNITY RELATIONS HARTLAND CHAMBER COMMERCE KUDOS BANQUET $1,400.00 Account Descr Search Name Comments Amount E X Page 3 02/18/26 11:42 AM E 101-51400-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $70.00 E 101-51400-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $187.50 E 101-51400-300 OPERATING SUPPLIES/EXPENSES VILLAGE GRAPHICS ENVELOPES $199.00 E 101-51400-290 OUTSIDE SERVICES/CONTRACTS WI DEPT OF JUSTICE RECORD CHECKS $35.00 $1,891.50GENERAL ADMINISTRATION GOODWIN AVE E 401-70675-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.29 $1,258.29GOODWIN AVE HAIGHT DRIVE E 401-70685-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE SURVEY/ DESIGN/ CONCEPTUAL PLANNING $3,869.83 E 401-70685-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.29 $5,128.12HAIGHT DRIVE HOLLYHOCK LANE E 401-70660-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.29 $1,258.29HOLLYHOCK LANE INSPECTION E 101-52400-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $14.00 $14.00INSPECTION LAW ENFORCEMENT E 101-52100-300 OPERATING SUPPLIES/EXPENSES BAYCOM, INC. IMPRES 2 LI-LON BATTERY $1,143.40 E 101-52100-300 OPERATING SUPPLIES/EXPENSES BECKER, JULIE REIMBURSEMENT FOR CERTIFIED MAIL $10.48 E 101-52100-300 OPERATING SUPPLIES/EXPENSES GALLS SUPERSHIRTS $226.86 E 101-52100-300 OPERATING SUPPLIES/EXPENSES GALLS CARGO PANT $117.05 E 101-52100-300 OPERATING SUPPLIES/EXPENSES GALLS EMBLEM APPLICATIONS $338.90 E 101-52100-360 VEHICLE MAINT/EXPENSE HARTLAND SERVICE INC SQ#1 OIL CHANGE AND AIR FILTER $110.33 E 101-52100-290 OUTSIDE SERVICES/CONTRACTS LEXISNEXIS PHONE SEARCHES $163.14 E 101-52100-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $525.00 E 101-52100-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $336.00 E 101-52100-290 OUTSIDE SERVICES/CONTRACTS PROHEALTH CARE (LAB BILLING) LAB DRAWS $157.56 E 101-52100-290 OUTSIDE SERVICES/CONTRACTS VITALSHRED SHREDDING SERVICES $91.10 E 101-52100-290 OUTSIDE SERVICES/CONTRACTS WAUKESHA CTY EMERGENCY MAN ID CARDS $2.16 E 101-52100-290 OUTSIDE SERVICES/CONTRACTS WAUKESHA CTY TREASURER INMATE BILLING $94.29 $3,316.27LAW ENFORCEMENT LIBRARY E 101-55110-255 BLDGS/GROUNDS MENARDS- PEWAUKEE ELECTRICAL SUPPLIES $75.97 E 101-55110-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $37.50 E 101-55110-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC CLOUD BACKUP $50.00 Account Descr Search Name Comments Amount E X Page 4 02/18/26 11:42 AM E 101-55110-310 BOOKS & MATERIALS PLAYAWAY PRODUCTS VARIOUS PLAYAWAYS $84.94 E 101-55110-310 BOOKS & MATERIALS PLAYAWAY PRODUCTS VARIOUS PLAYAWAYS $161.98 E 101-55110-290 OUTSIDE SERVICES/CONTRACTS WI DEPT OF JUSTICE RECORD CHECKS $7.00 $417.39LIBRARY MISC STORM SEWER REPAIR E 401-74010-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE 208 CARLIN CT $3,149.49 E 401-74010-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE MISC STORM SEWER REPAIRS $931.80 E 401-74010-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE MS4 SERVICES $906.00 $4,987.29MISC STORM SEWER REPAIR MUNICIPAL BUILDING E 101-51600-255 BLDGS/GROUNDS RYAN FIREPROTECTION SEMI ANNUAL SPECIAL HAZARDS INSPECTION $450.00 E 101-51600-255 BLDGS/GROUNDS RZ HEATING AND COOLING FALL TUNE UP $970.00 $1,420.00MUNICIPAL BUILDING NIXON/HARTBROOK/CASTLE PLAYGRD E 401-76155-285 CONSTRUCTION COSTS BOLAND RECREATION MIRCLE PLAYGROUND EQUIPMENT $67,124.00 $67,124.00NIXON/HARTBROOK/CASTLE PLAYGRD PALMERS ALLEY E 401-70690-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.31 $1,258.31PALMERS ALLEY PARKS E 101-55200-365 BLDGS/GROUNDS MAINT EXPENSE BIEBELS TRUE VALUE BRUSH/ EPOXY GLIDE $17.05 E 101-55200-365 BLDGS/GROUNDS MAINT EXPENSE HAHN ACE HARDWARE BOTLS FOR NEW TABLES $35.01 E 101-55200-365 BLDGS/GROUNDS MAINT EXPENSE HOME DEPOT HANDLE FOR WARMING SHED $145.00 E 101-55200-365 BLDGS/GROUNDS MAINT EXPENSE NORTH WOODS CHEMICAL CORP. DRAIN SEAL $331.75 $528.81PARKS PICNIC TABLE REPLACEMENT E 401-76205-285 CONSTRUCTION COSTS ULINE 10 TABLES FOR PARKS $11,513.41 $11,513.41PICNIC TABLE REPLACEMENT PUBLIC WORKS E 101-53000-430 SNOW & ICE REMOVAL BABCOCK AUTO SPRING FRONT SPRINGS ON #28 PLOW TRUCK $2,945.50 E 101-53000-360 VEHICLE MAINT/EXPENSE BIEBELS TRUE VALUE MICROFIBER TOWEL $21.84 E 101-53000-360 VEHICLE MAINT/EXPENSE EH WOLF PDF FUEL $802.97 E 101-53000-360 VEHICLE MAINT/EXPENSE EH WOLF NO-LEAD FUEL $1,887.90 E 101-53000-345 STAFF EDUCATION/TRAINING FEHR GRAHAM SAFETY SERVICES WRITTEN PROGRAM $3,445.00 E 101-53000-345 STAFF EDUCATION/TRAINING FEHR GRAHAM ONSITE TRAINING EXCAVATION COMP $3,500.00 E 101-53000-290 OUTSIDE SERVICES/CONTRACTS GOOD TREE CARE COMPANY LLC REMOVE TREE BARK RIVER WEST $520.00 E 101-53000-420 STORM SEWER HALQUIST STONE CO INC MEDIUM RIP RAP $2,879.94 Account Descr Search Name Comments Amount E X Page 5 02/18/26 11:42 AM E 101-53000-360 VEHICLE MAINT/EXPENSE HOME DEPOT VACUUM PARTS $62.44 E 101-53000-180 OTHER BENEFITS ITU ABSORBTECH INC UNIFORM SERVICES $164.96 E 101-53000-180 OTHER BENEFITS ITU ABSORBTECH INC UNIFORM SERVICES $200.33 E 101-53000-360 VEHICLE MAINT/EXPENSE KIMBALL MIDWEST VARIOUS HARDWARE $750.75 E 101-53000-365 BLDGS/GROUNDS MAINT EXPENSE MENARDS- PEWAUKEE PLYWOOD $127.03 E 101-53000-430 SNOW & ICE REMOVAL MS LANDSCAPING LLC SNOW REMOVAL $1,325.00 E 101-53000-360 VEHICLE MAINT/EXPENSE NAPA AUTO PARTS MILWAUKEE TOOL/ VARIOUS HARDWARE $280.30 E 101-53000-360 VEHICLE MAINT/EXPENSE NAPA AUTO PARTS LUNETTE EYE $113.99 E 101-53000-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $84.00 E 101-53000-360 VEHICLE MAINT/EXPENSE REINDERS INC BALL GROOMER HITCH $445.49 E 101-53000-410 STREETS GEN MAINT SHERWIN INDUSTRIES INC. 1 TON COLD PATCH $194.94 E 101-53000-360 VEHICLE MAINT/EXPENSE TRUCK COUNTRY OF WISCONSIN SWITCH/ STARTING AID $350.98 $20,103.36PUBLIC WORKS RECREATION PROGRAMS/EVENTS E 101-55300-290 OUTSIDE SERVICES/CONTRACTS ANGELES, IRENE STARRY NIGHT LANDSCAPE $96.00 E 101-55300-290 OUTSIDE SERVICES/CONTRACTS FLOWER GARDEN FLORAL DESIGN CLASSES $180.00 E 101-55300-312 SPLASHPAD EXPENSES GRUNAU BACKFLOW PREVENTOR TESTS $392.00 E 101-55300-290 OUTSIDE SERVICES/CONTRACTS HOOPER HANDS BASKETBALL AC BASKETBALL 201/ FUNDAMENTALS $3,658.00 E 101-55300-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $0.00 E 101-55300-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $28.00 $4,354.00RECREATION PROGRAMS/EVENTS REFUSE & GARBAGE COLLECTION E 201-53620-200 GARBAGE COLLECTION FEES GFL ENVIRONMENTAL GARBAGE SERVICES $51,383.32 $51,383.32REFUSE & GARBAGE COLLECTION SEWER SERVICE E 204-53610-290 OUTSIDE SERVICES/CONTRACTS DIVERSIFIED BENEFIT SERVICES FSA FEES $13.82 E 204-53610-800 CAPITAL OUTLAY GRAINGER TEMPERATURE SENSOR FOR ARLENE $111.89 E 204-53610-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC IT SERVICES $150.00 E 204-53610-290 OUTSIDE SERVICES/CONTRACTS ONTECH SYSTEMS, INC CLOUD BACKUP $56.66 E 204-53610-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $28.00 E 204-53610-800 CAPITAL OUTLAY RUEKERT & MIELKE CONSTRUCTION SERVICES $10,108.09 E 204-53610-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN $832.75 E 204-53610-800 CAPITAL OUTLAY RUEKERT & MIELKE MISC SANITARY SEWER REPAIRS $930.25 E 204-53610-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE ASSET ALLY 2.0 CONVERSION $10,000.00 $22,231.46SEWER SERVICE STORM SWR CATCH BASIN REPAIR E 401-74075-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE MISC CATCH BASIN REPAIRS $3,713.71 $3,713.71STORM SWR CATCH BASIN REPAIR Account Descr Search Name Comments Amount E X Page 6 02/18/26 11:42 AM SUNSHINE DRIVE E 401-70665-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.29 $1,258.29SUNSHINE DRIVE TRUSTEES E 101-51100-300 OPERATING SUPPLIES/EXPENSES ONTECH SYSTEMS, INC TREND MICRO $98.00 $98.00TRUSTEES UNBUDGETED E 401-57300-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE GENERAL SERVICES $4,055.75 $4,055.75UNBUDGETED WARREN AVE E 401-70680-290 OUTSIDE SERVICES/CONTRACTS RUEKERT & MIELKE DESIGN AND BIDDING $1,258.29 $1,258.29WARREN AVE WATER UTILITY E 620-53700-605 MAINTENANCE-WATER SOURCE PLANT ABC SUPPLY SOFFIT $89.13 E 620-53700-651 MAINTENANCE OF MAINS ACE REDI-MIX INC SLURRY FOR WATER MAIN BREAK $1,777.50 E 620-53700-651 MAINTENANCE OF MAINS ACE REDI-MIX INC SLURRY FOR WATER MAIN BREAK $5,006.00 E 620-53700-923 OUTSIDE SERVICES DIVERSIFIED BENEFIT SERVICES FSA FEES $34.54 E 620-53700-623 PUMPING - SUPPLIES/EXPENSES EH WOLF OIL $451.65 E 620-53700-923 OUTSIDE SERVICES FERGUSON WATERWORKS BRS BUSH $36.50 E 620-53700-652 MAINTENANCE OF SERVICES FERGUSON WATERWORKS EXTENDED CURB STOPS $649.23 E 620-53700-923 OUTSIDE SERVICES GRUNAU BACKFLOW PREVENTOR TESTS $197.40 E 620-53700-641 TRANS/DISTRIBUTION-SUPPLY/EXP MACQUEEN COUNTER FOR POWER TURNER $239.37 E 620-53700-674 METERS MIDWEST METER INC METER BASE $288.00 E 620-53700-674 METERS MIDWEST METER INC RETURN CELLULAR LTE -$154.00 E 620-53700-653 MAINTENANCE OF METERS MIDWEST METER INC ORION TWIST TIGHT $1,505.59 E 620-53700-653 MAINTENANCE OF METERS MIDWEST METER INC METER PARTS $973.30 E 620-53700-674 METERS MIDWEST METER INC METER BASE $915.00 E 620-53700-923 OUTSIDE SERVICES NORTHERN LAKE SERVICE INC WATER SAMPLE TESTING $124.00 E 620-53700-923 OUTSIDE SERVICES NORTHERN LAKE SERVICE INC WATER SAMPLE TESTING $93.00 E 620-53700-930 MISC GENERAL EXPENSES ONTECH SYSTEMS, INC TREND MICRO $28.00 E 620-53700-923 OUTSIDE SERVICES ONTECH SYSTEMS, INC CLOUD BAKCUP $56.67 E 620-53700-923 OUTSIDE SERVICES ONTECH SYSTEMS, INC IT SERVICES $187.50 E 620-53700-923 OUTSIDE SERVICES RUEKERT & MIELKE ESRI VIEW LICENSE $375.00 E 620-53700-923 OUTSIDE SERVICES RUEKERT & MIELKE SCADA SERVICE $477.75 E 620-53700-923 OUTSIDE SERVICES RUEKERT & MIELKE ASSET ALLY 2.0 CONVERSION $10,000.00 E 620-53700-678 HYDRANTS RUEKERT & MIELKE MISC HYDRANT REPAIRS $1,862.40 E 620-53700-673 TRANS&DIST MAINS RUEKERT & MIELKE MISC VALVE REPAIRS $1,599.90 E 620-53700-653 MAINTENANCE OF METERS VILLAGE GRAPHICS METER CARDS $41.00 Account Descr Search Name Comments Amount E X Page 7 02/18/26 11:42 AM E 620-53700-623 PUMPING - SUPPLIES/EXPENSES WOLTER POWER SYSTEMS OIL FILTER KIT $80.24 $26,934.67WATER UTILITY $294,199.05 XXXXXXXXXXXXXXXXXXXXXX Paul Farrow Dale R. Shaver County Executive Director Planning and Zoning Division 515 W. Moreland Blvd., Room AC230 • Waukesha, Wisconsin 53188-3878 Phone: (262) 896-8300 • Fax: (262) 896-8071 • www.waukeshacounty.gov/planningandzoning Waukesha County Department of Parks and Land Use TO: Town of Delafield Clerk NOTICE OF: Conditional Approval of Certified Survey Map DATE OF REVIEW: January 20, 2026 RE: Certified Survey Map for: DM Braden, LLC File No. SCS-1570 LOCATION AND TAX KEY NO.’S: DELT 0764.029 and DELT 0764.030 Lots 30 and 31, Pewaukee Highlands, part of the SE ¼ of Section 11 and part of the NE ¼ of Section 14, T7N, R18E, Town of Delafield. More specifically the properties are located at N30 W29315 Hillcrest Drive. SUBMITTED BY: DM Braden LLC W293 N30380 Poplar Drive Pewaukee, WI 53072-3257 SURVEYOR: Daniel Bednar 21005 Watertown Road, Suite A2 Waukesha, WI 53186 DATE RECEIVED: November 11, 2025 DATE OF CSM: November 10, 2025 APPLICABILITY: The above subject Certified Survey Map has been reviewed by the staff of the Waukesha County Department of Parks and Land Use pursuant to the provisions of the Waukesha County Shoreland and Floodland Subdivision Control Ordinance as authorized by S.236.34 a nd S.236.45, Wisconsin Statutes. SCS-1570 DM Braden, LLC Page 2 REMARKS: Conditional Approval of this Certified Survey Map is based on the following conditions being satisfied prior to the Director affixing his signature to the Final Certified Survey Map: 1. Please submit a revised Certified Survey Map for review and approval that resolves the conditions listed below. Our office will contact you once we have reviewed the revised CSM and advise if your CSM has been approved. 2. When all conditions have been resolved and final approval is obtained, please contact the County Planning and Zoning Division Office to schedule an appointment for the County signature on an original copy of the Final Certified Survey Map as prepared and provided by your surveyor to the recording requirements stated in Chapter 236 of the State Statutes. 3. Please be advised that the CSM, and its subsequent revisions, that are the subject of the County's review, must be recorded with the Waukesha County Register of Deeds office within one (1) year of the date of this CSM Conditional Review Letter or the review is nullified, and the applicant must resubmit documentation and payment for a new review. 4. All easements, such as proposed or existing drainage ways, access, sanitary sewer and/or utility easements shall be shown on the CSM. Any related recorded document numbers shall also be noted on the CSM. 5. The owners of the adjacent unplatted lands to the south shall be identified on the face of the CSM. 6. Waukesha County does not require Zoning Districts to be shown on the Certified Survey Map as zoning is subject to change. Therefore, it is recommended that the Zoning Districts not be shown on the Certified Survey Map unless the Town of Delafield requires it. 7. This Certified Survey Map is located in an area with mapped soils known to have seasonal high groundwater. In addition, the parcel contains hydric soils, meaning that groundwater is estimated to be less than one foot from the ground surface Therefore, the following restriction must be placed on the Certified Survey Map: BASEMENT RESTRICTION – GROUNDWATER This Certified Survey Map is located in an area with mapped soils known to have seasonal high groundwater. The Waukesha County Shoreland Protection Ordinance currently requires that the lowest level of any residence must be at an elevation that is at least one (1) foot higher than the highest seasonal groundwater level, unless a variance from that requirement is obtained from the Waukesha County Board of Adjustment. Therefore, additional soil testing in the vicinity of any proposed residence (or addition) will be required to ensure compliance with this requirement. If the requirement regarding vertical separation distance from the highest seasonal groundwater level is modified by a future amendment to the Waukesha County Shoreland Protection Ordinance, the requirement at the time of SCS-1570 DM Braden, LLC Page 3 construction shall apply. All groundwater separation requirements set forth by the Town of Delafield must also be complied with. 8. There is a typo in the Town of Delafield Clerk/Administrator’s name. Michelle is missing an “e”. Please correct in the Plan Commission and Town Board Certificates. 9. Per the legal description of Lake Lane, a note shall be added to the face of the CSM stating that Lake Lane is to be used for Ingress and Egress only. 10. Orchard Avenue is an unofficial private road, although it has been treated as a public road for zoning purposes. The Town of Delafield is planning to review town roads and propose a resolution to the Town Board clarifying Orchard Avenue as a private road. If approved, please note on the CSM that Orchard Avenue is a private road per Resolution No. _______. Please note the CSM should not be signed by the owner or other parties until that is completed. Emily Goodman SIGNED: Emily Goodman, Senior Land Use Specialist (262) 548-7811 REVIEWED AND APPROVED BY: Jacob Heermans, Senior Planner cc: Daniel Bednar, Surveyor, dan@landsurveysinc.com (via email only) DM Braden, LLC, vickib@mechanicalforce.net (via email only) Rebekah Leto, Town Planner rleto@townofdelafield.org, (via email only) Village of Hartland Clerk, sandeep@villageofhartland.wi.gov (via email only) File N:\PRKANDLU\Planning and Zoning\Certified Survey Maps\PROJECT FILES\Delafield\1570 Braden\1570 Braden Review Letter.docx Commercial Page 1 of 2 DEPARTMENT OF BUILDING INSPECTION APPLICATION FOR ARCHITECTURAL BOARD Job Address Lot Block Subdivision Key No. HAV Owner EMAIL Phone Address City State Zip Contractor Phone FAX EMAIL Address City State Zip The Architectural Board meets on the THIRD MONDAY of the Month at 6:30 p.m. in the Board Room of the Hartland Municipal Building located at 210 Cottonwood Avenue in the Village of Hartland. The DEADLINE for filing is FIFTEEN WORKING DAYS PRIOR TO THE MEETING DATE at 4:30 p.m. All of the following information must be received prior to the deadline in order to be placed on the agenda. All applications for consideration by the Architectural Board are subject to the policies described in this document. Commercial/Industrial/Multifamily: One ( 1) bound set of plans and application material and one (1) electronic copy of all submittals. Elevations must show all sides of the structure and state the building materials and colors. Additions must be shown with the existing building. Signs: One (1) color rendering of the requested sign(s) and one (1) electronic copy of all submittals. Include colors and material type. Renderings are to be dimensioned and must show placement on building and height. Details (color picture) of all existing wall signs on the same building elevation. A photograph of the building with sign location shown is recommended. One (1 ) site plan with dimensions. Not required for wall signs or other signs attached to the building. One (1) set of lighting details. Include type, location, number and photometric plan. Submit Sign Permit Application NOTE: Approval by the Architectural Board is not permission to begin construction; a building permit must first be obtained. Date Applied:__________________________ Date of Meeting: ____________________ Item No. ________ XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX Page 1 of 2 Application for Plan Commission APPLICATION FOR PLAN COMMISSION Project Description and Narrative: (attach additional sheet if necessary) Proposed Use Project Location Project Name Owner Phone Address City State Zip Engineer/Architect Phone FAX Address City State Zip Contact Person Phone FAX E-mail The Plan Commission meets on the third Monday of the Month at 6:30 PM in the Village Board Room of the Hartland Municipal Building located at 210 Cottonwood Avenue, Hartland. The de adline for filing is a minimum of fifteen (15) working days before the meetin g. All of the requested inf ormation must be received prior to the deadline in order to be placed on the agenda. Village Plan Review Staff has been directed to delay placement on the Plan Co mmissio n Agenda ba sed on incomplete submittals. One (1) set of bound application materials and one (1) electronic copy of all materials must be submitted. Applications that include site plans must de pict the following existing and proposed inform ation: ➢ Complete dimensions (lot, building, setbacks, parking, drives, etc.) ➢ Scale and north arrow ➢ All structures (include building elevations and height) ➢ Drainage and grades (include design calculations for drainage) ➢ Storm Water Management Plan ➢ Utilities and easements (sewer, water, storm etc.) ➢ Calculation of lot coverage ➢ Parking stalls (stalls to be minimum 180 s.f., driving lanes minimum 24 ft. wide and 30 ft. maximum at street right-of-way, asphalt to be minimum 3 ft. from lot lines) ➢ Grading and erosion control ➢ Landscaping, including a Tree Protection Plan ➢ Exterior lighting details ➢ Exterior HVAC equipment location ➢ Dumpster location (screening required) ➢ Street right-of-way ➢ Miscellaneous, 100 year floodplain, wetland boundary, environmental corridor Additional information may be requested by the Plan Commission or Staff. All applications for consideration by the Plan Commission are subject to the policies described in this document. REVIEW FEE DUE AT TIME OF APPLICATION - $300 INITIAL CONCEPTUAL REVIEW - (NO FEE) TLON Products – New Storage-Shipping and Receiving Addition DATE: 01/27/2026 PURPOSE: Business Operations Plan PROJECT ADDRESS: Hartland, WI Business Operations Narrative TLON Products (Olson Reality LLC), residing at 1110 Richards Rd, Hartland, WI 53029 is a family-owned American manufacturer of ptfe (Teflon) sealing systems, specializing in compression molding and machining finished parts. TLON Products employs 71 personnel, inclusive of office and manufacturing employees. The existing building is 48,172 sqft, 40,603 sqft being production space. A light volume shipping and receiving area on the south side of the building. The proposed addition is situated in existing impervious pavement. TLON Products proposes to add 4,957 sqft of storage/shipping and receiving program on the south side of the existing building to improve flow and efficiency of shipping and receiving functions. Volume of shipping and receiving is not anticipated to increase with the addition. Parking space will be reduced to accommodate the new addition, but there is currently a surplus of parking spaces relative to personnel counts. Remaining parking area will accommodate current parking needs. A marginal area of pavement will be added in the south east corner of the parking lot to accommodate tractor trailer maneuvering. Incidental modifications including an sidewalk addition and additional parking space striping are proposed to the north of the existing building for improved access to the adjacent parcel, 1010 Richards Rd, Hartland, WI 53029. The adjacent parcel is owned by the same entity. Business Operations Hours of Operation - Monday-Friday, 8:00am to 5:00pm Personnel - 15 office personnel - 56 warehouse personnel Existing Building Use 41,000 square feet manufacturing floor 10,000 square feet office space New Addition Building Use 4,957 square feet warehouse/shipping floor LON 1110 Richards Rd • Hartland, WI 53029 Telephone 262/367-2333 • FAX 262/367-8159 www.t-lon.com TLON Products Addition – RESUBMITTAL TO APPROVED PROJECT Table of Contents DATE: 01/28/2026 OWNER: Olson Realty LLC PROJECT ADDRESS: 1110 Richards Rd, Hartland, WI 53029 ADDRESSED TO: Village of Hartland OLIVER CONSTRUCTION CO. • 1770 EXECUTIVE DRIVE • OCONOMOWOC, WI 53066 PHONE 262.567.6677 oliverconstruction.com SUBMISSION SCOPE 1) PLAN COMMISSION 2) ARCHITECTURAL REVIEW DOCUMENTS 1) D1029.25 TLON Products Addition – TOC_R1 2) Plan Commission Application 3) Architectural Board Application 4) T-Lon Products Addition Business Operations Summary – 01/27/2026 5) T-Lon SWM Memo 11-06-2025 DRAWINGS COMPARISON SHEET – Comparison of previously approved submission and revised proposal. G000 - TITLE SHEET C100 – EXISTING CONDITIONS AND REMOVALS C1.10 – SITE PLAN C2.00 – GRADING AND EROSION CONTROL PLAN C3.00 – DETAILS L1.10 – LANDSCAPE PLAN L1.20 – LANDSCAPE DETAILS A010 - ARCHITECTURAL SITE PLAN A200 - OVERALL FLOOR PLAN A210 - PARTIAL PLAN A240 - ROOF PLAN A301 - EXTERIOR ELEVATIONS - OVERALL A302 - EXTERIOR ELEVATIONS - ENLARGED A400 - BUILDING SECTIONS A850 - RENDERINGS Daniel Ayala, D.Arch, AIA, NCARB Architect daniela@oliverconstruction.com 1770 Executive Drive | Oconomowoc, WI 53066 (262) 567-6677 | www.oliverconstruction.com Caution: This is an external email of your Organization. Please take care when clicking links or opening attachments. From: Scott Hussinger To: Sandee Policello Subject: FW: D1029.25 TLon Addition - Revision Date: Thursday, January 29, 2026 8:52:18 AM Attachments: image002.png image003.png image004.png image005.png image006.png Sandee – This could be included in Packet to PC members? Scott. Scott Hussinger Village of Hartland Building Inspector 262-490-8222 From: Ryan Amtmann <ramtmann@ruekert-mielke.com> Sent: Thursday, January 22, 2026 8:42 AM To: Daniel Ayala <daniela@oliverconstruction.com> Cc: Scott Hussinger <scotth@villageofhartland.wi.gov> Subject: RE: D1029.25 TLon Addition - Revision Daniel, I am not concerned with this modification materially changing the overall site stormwater management. ​​​​ RYAN AMTMANN, PE VICE PRESIDENT o  262.953.3002 m  414.840.3296 e  RAmtmann@ruekert-mielke.com Licensed in WI, IL, MI 100% Employee Owned From: Daniel Ayala <daniela@oliverconstruction.com> Sent: Wednesday, January 21, 2026 11:02 AM To: Ryan Amtmann <ramtmann@ruekert-mielke.com> Cc: Scott Hussinger <scotth@villageofhartland.wi.gov> Subject: D1029.25 TLon Addition - Revision Hi Ryan, Hope you are well. I briefly discussed a revision to the TLon project with Scott H. today and wanted to follow up with you to share the revisions. Also, I want to confirm what you may want to see with the revisions per Storm Water. In general, we are reducing the addition by approximately 2,700 sqft. Attached is a preliminary PDF of the architectural revisions, and snapshot below illustrating the reduction. If you recall, we provided a Stormwater ‘memo’ describing the stormwater design and how the new work (addition/site improvements) was a net reduction in impervious. All of this holds true, but with a reduction in building area. So the primary question; do we need to provide an updated memo or is the previously approved memo ok (approved memo attached for reference). We already conducted the retention pond survey and concluded the sediment/elevation was acceptable. But cattails to be cut down. All of this was/is in the memo. Let me know your thoughts when you have the chance. We plan to resubmit to plan commission for the February meeting… Respectfully, Daniel Ayala, D.Arch, AIA, NCARB Architect daniela@oliverconstruction.com 1770 Executive Drive | Oconomowoc, WI 53066 (262) 567-6677 | https://link.edgepilot.com/s/9360abdc/nENXRKnac0iGDw7M6GRujg?u=http://www.oliverconstruction.com/ Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 501 Maple Avenue, Delafield, WI 53018 -9351 262.646.6855 | 888.908.8166 fax | sehinc.com SEH is 100% employee -owned | Affirmative Action –Equal Opportunity Employer MEMORANDUM TO: Village of Hartland FROM: Logan Ketelhut, EIT Mark Mickelson, PE (Lic.WI)) DATE: November 6, 2025 (Updated November 6th, 2025) RE: T-Lon Products Expansion Stormwater Management Compliance SEH No. 187190 T-Lon Products is looking to expand upon its current facility at 1110 Richards Road in the Village of Hartland. The plan consists of a 7,690 ft2 building expansion off the south side of the existing facility. The proposed building will be in an area that is an existing asphalt parking lot. The plan includes minor utility adjustments, landscaping areas, and sidewalk. T-Lon Products owns 1110 Richards Rd and the adjacent North lot 1010 Richards Road. The proposed sidewalk will connect the two property’s parking lots to allow for usage by both. The property has an existing stormwater management report that was approved in 2006 when the original building was constructed and the plan accounted for expansion of the building to the north along with an adjacent parking lot. This expansion was completed in 2015 and complied with the existing stormwater management reports proposed design. The existing site has an infiltration basin and wet pond on site for stormwater management. The stormwater management plan shows these BMPs reduce the 100-yr post development flow rate to the predevelopment 10-yr flow rate and the post development 10-year flow rate to the predevelopment 2-yr flow rate. These BMPs also improve water quality by removing 99.85% of suspended solids. No infiltration requirement was imposed on the site due to it being considered an in -fill, but infiltration was still used to take advantage of the well-draining soils. An analysis was done on the two properties land use and impervious surfaces to ensure the project does not incre ase any impervious surface, runoff, or curve numbers. The proposed conditions do not increase the impervious surface area on the site. There is a slight decrease due to the added landscape area. The plans reduce the amount of pavement by 7,696 ft2 while increasing roof area by a similar amount. The proposed plans would increase total green space/pervious surface area by 20 SF. See tables below. This also applies to the composite curve number of the overall site. The curve number would remain the same at 86.1. There is also a reduction in pollutant loading to the basins since asphalt parking lot is removed and roof area is added. SW Management Memorandum November 6, 2025 Page 2 As part of this project, and at the request of the Village of Hartland, phosphorus reduction modeling was performed for both 1010 and 1110 Richards Road, along with an evaluation of the wet pond’s functionality at 1110 Richards Road. Phosphorus reduction was analyzed using WinSLAMM under proposed site conditions, while pond performance was assessed through topographic review and an on -site inspection. Modeling of the proposed conditions at both 1010 and 1110 Richards Road indicates a total phosphorus reduction of 50.16%. Although the site is not required to meet current Village phosphorus standards , due to its development predating those requirements, the proposed improvements are calculated to exceed the 30% Village reduction standard. Site inspections and survey data confirm that the wet pond is functioning as designed. The outlet structure is in good condition and well maintained, and the southern edge of the pond is regularly mowed. Sediment levels remain well below the maintenance threshold elevation of 917.0, as specified in the maintenance agreement. A significant amount of Typha (cattails) was observed in the eastern portion of the pond, as shown in the attached images. While cattails help settle suspended solids by slowing water flow, they also reduce the pond’s effective storage volume. Although no overtopping has occurred during recent heavy rain events, we recommend trimming the cattails to restore the pond’s storage capacity to its original design volume. The proposed plans are not increasing any impervious surface, runoff, or curve numbers. Based on this information, the proposed development’s anticipated runoff, along with the management facilities already in-place, will be suitably managed and fall within the limits established by the original storm water management plan. We recommend no further storm water management measures should be needed to meet the Village’s requirements for storm water management. SW Management Memorandum November 6, 2025 Page 3 SW Management Memorandum November 6, 2025 Page 4 SW Management Memorandum November 6, 2025 Page 5 SW Management Memorandum November 6, 2025 Page 6 x:\ko\o\olico\187190\5-final-dsgn\50-final-dsgn\10-civil\t-lon swm memo 11-6-2025.docx LC LC LC LC LC 12"" 18"" 24" T 16" 12" 24" 24" 12" 12" 12" T T S ST T TEL TV TEL T CO T FO 12"12" 12" 18" 12" 12" 18" FP 12" 18" 18" 18" 18"18" 18" 12" 12" 12" 12" 8" 12" 18" 12"" 8" 8" MB T 7,691 SF ? 85'-4" 5'-0 5/8" 89'-11 1/2" PROPOSED ADDITION 49,971 SF ? EXISTING 9 SPACES 4 SPACES 9 SPACES 3 SPACES 4 SPACES 10 SPACES 5 SPACES 7 SPACES 6 SPACES 6 SPACES 8 SPACES 6 SPACES IRRIGATION WATER AND VALVE PROPOSED GAS CONNECTION LOCATION RICHARDS RD. NEW SOFTSCAPE, SEE CIVIL EXISTING TRASH ENCLOSURE EXISTING DOCK STAIR BOLLARDS NEW SIDEWALK PAVEMENT, SEE CIVIL NEW PAVEMENT OR TB 44'-3 11/16" 54'-9 1/8" 22'-3 7/8" 135'-9 9/16" EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT FIXTURE, RELOCATED EXISTING LIGHT FIXTURE, RELOCATED NEW WALL MOUNTED LIGHT FIXTURE A010 2 SCALE: 1" = 40'-0" SITE - NEW1 LC LC LC LC LC 12"" 18"" 24" T 16" 12" 24" 24" 12" 12" 12" T T S ST T TEL TV TEL 18"18" T CO T FO 12"12" 12" 18" 12" 12" 18" FP 12" 18" 18" 18" 18"18" 18" 12" 12" 12" 12" 8" 12" 18" 12"" 8" 8" P P MB 4,957 SF ? 55'-4" 35'-0 5/8" 89'-8" PROPOSED ADDITION 49,971 SF ? EXISTING 9 SPACES 4 SPACES 9 SPACES 3 SPACES 4 SPACES 10 SPACES 5 SPACES 7 SPACES 6 SPACES 6 SPACES 8 SPACES 6 SPACES IRRIGATION WATER AND VALVE PROPOSED GAS CONNECTION LOCATION RICHARDS RD. NEW SOFTSCAPE, SEE CIVIL EXISTING TRASH ENCLOSURE EXISTING DOCK STAIR BOLLARDS NEW SIDEWALK PAVEMENT, SEE CIVIL NEW PAVEMENT OR TB 44'-3 11/16" 54'-9 1/8" 22'-3 7/8" 136'-1 1/16" EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT FIXTURE, RELOCATED NEW WALL MOUNTED LIGHT FIXTURE A010 2 DECORATIVE SCONCE DECORATIVE SCONCE DECORATIVE SCONCE SCALE: 1" = 40'-0" SITE - NEW1 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" 23 121110 TO MASONRY (MEZZ) EL.= 110'-8" 10.1 WALL PACK LOW LIFT OVERHEAD SECTIONAL DOOR, SEE DOOR SCHEDULE SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT W3 W2 W3 C J C J C J C J C JC JC JC J C J C J C J C J C J 1'-4"1'-4"7'-8"1'-4"3'-4"1'-4" 1'-8" 4"6'-0"4"2'-8" EXISTING LIGHT FIXTURE, RELOCATED EXISTING LIGHT FIXTURE, RELOCATED EQ EQ EQ EQ EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER (24" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -1 1/2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E TO FOOTING (NEW) EL.= 92'-8" GH F TO MASONRY (MEZZ) EL.= 110'-8" SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT 4" SPLIT FACE ACCENT 4" SPLIT FACE ACCENT F.1G.1 C J C J C J C J 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER (24" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -1 1/2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 12" CONCRETE FOUNDATION WALL, SEE STRUCTURAL C J 1'-4" 1'-4" 7'-8"1'-4"3'-4"1'-4" 1'-8" 4"6'-0"4"2'-8" NEW WALL MOUNTED LIGHT FIXTURE LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E G HF TO MASONRY (MEZZ) EL.= 110'-8" 1'-4" 1'-4"3'-4"3'-4" 1'-0" 1'-4" 3'-4"1'-4" 1'-8" 4"6'-0"4"2'-8" 27'-4" ALUMINUM STOREFRONT SOLDIER COURSE ACCENT 24'-0" 7'-11 1/2" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 15'-11 1/2" W1 W1 W1 W1 W2 W2 W3 SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT F.1 G.1 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING 8" CONCRETE RAMP, SEE STRUCTRUAL 3'-0" C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J C JC JC JC JC J EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER (24" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -1 1/2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 3'-4" SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH - ADDITION1 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - EAST - ADDITION2 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - WEST - ADDITION3 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" 23 1110 TO MASONRY (MEZZ) EL.= 110'-8" 10.1 WALL PACK SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT W3 C J C J C J 1'-4"1'-4"7'-8"1'-4"3'-4"1'-4" 1'-8" 4"6'-0"4"2'-8" EXISTING LIGHT FIXTURE, RELOCATED EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 8'-0" 9'-8" 20'-0" 9'-8" 8'-0" EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) W4 W3 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E TO FOOTING (NEW) EL.= 92'-8" GH F TO MASONRY (MEZZ) EL.= 110'-8" F.1G.1 C J C J C J C J 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 12" CONCRETE FOUNDATION WALL, SEE STRUCTURAL 27'-4" NEW WALL MOUNTED LIGHT FIXTURE 4'-0" EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 1'-4" 1'-4" 3'-4"3'-4" 1'-0" 1'-4"3'-4" 1'-4" 1'-8" 4" 6'-0" 4" 2'-8" SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT 4" SPLIT FACE ACCENT 4" SPLIT FACE ACCENT W5 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E G HF TO MASONRY (MEZZ) EL.= 110'-8" 1'-4"1'-4" 3'-4"3'-4" 1'-0" 1'-4" 3'-4" 1'-4" 1'-8" 4" 6'-0" 4" 2'-8" 27'-4" ALUMINUM STOREFRONT SOLDIER COURSE ACCENT 17'-8" 24'-0" 8'-0" 24'-0" 8'-0" 8'-0" 17'-8" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" W1 W1 W1 W1 W2 W2 W3 SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT F.1 G.1 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING 3'-0" C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) DECORATIVE SCONCE DECORATIVE SCONCE DECORATIVE SCONCE 89'-8" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH - ADDITION1 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - EAST - ADDITION2 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - WEST - ADDITION3 RESUBMITTAL - COMPARISON SHEET PREVIOUSLY APPROVED DESIGN PROPOSED RESUBMIT DESIGN DASHED IS PREVIOUS FOOTPRINT REAR MATERIAL CHANGED TO INTREGRAL SPLIT FACE BLOCK. MATCHES THE EXISTING REAR FACADE MATERIALS DASHED IS PROPOSED NEW FOOTPRINT RAMP ELIMNATED GRASS ONLY RAMP PRIMARY FACADE ALONG RICHARDS RD. REMAINS THE SAME PROPOSED SOUTH ELEVATION PREVIOUS SOUTH ELEVATION EXISTING OHD TO REMAIN LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E G HF TO MASONRY (MEZZ) EL.= 110'-8" 1'-4"1'-4" 3'-4"3'-4" 1'-0" 1'-4" 3'-4" 1'-4" 1'-8" 4" 6'-0" 4" 2'-8" 27'-4" ALUMINUM STOREFRONT SOLDIER COURSE ACCENT 17'-8" 24'-0" 8'-0" 24'-0" 8'-0" 8'-0" 17'-8" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" W1 W1 W1 W1 W2 W2 W3 SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT F.1 G.1 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING 3'-0" C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) DECORATIVE SCONCE DECORATIVE SCONCE DECORATIVE SCONCE 89'-8" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - WEST - ADDITION3 NORTH SHORE DRIVE 83 PROJECT AREA SHEET NO. GENERAL CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL PROJECT TEAM VICINITY MAP NO SCALE PROJECT CONCEPT VICINITY MAP OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS G000 T-LON PRODUCTS (OLSON REALTY LLC) 1110 RICHARDS RD, HARTLAND, WI 53029 ADDITION D1029.25 09/26/2025 Author TITLE SHEET ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) STRUCTURAL SHEET NO. SHEET NAME CURRENT REVISION NUMBER ISSUE DATE S000 STRUCTURAL ABBREVIATIONS AND DESIGN CRITERIA S001 STRUCTURAL SCHEDULES S002 STRUCTURAL SPECIFICATIONS S100 FOUNDATION PLAN S200 MEZZANINE FRAMING PLAN S210 ROOF FRAMING PLAN S211 SNOW DRIFT PLAN S800 FOUNDATION DETAILS S801 FOUNDATION DETAILS S900 STRUCTURAL DETAILS S901 STRUCTURAL DETAILS S902 STRUCTURAL DETAILS GENERAL SHEET NO. SHEET NAME CURRENT REVISION NUMBER ISSUE DATE G000 TITLE SHEET 1 01/30/25 G003 LIFE SAFETY 1 01/30/25 ARCHITECTURAL SHEET NO. SHEET NAME CURRENT REVISION NUMBER ISSUE DATE A001 GENERAL INFORMATION A010 ARCHITECTURAL SITE PLAN 1 01/30/25 A100 DEMOLITION PLANS 1 01/30/25 A200 OVERALL FLOOR PLAN 1 01/30/25 A210 PARTIAL PLAN - 1 01/30/25 A230 RCP - LEVEL 01 1 01/30/25 A231 RCP - ENLARGED 1 01/30/25 A240 ROOF PLAN 1 01/30/25 A301 EXTERIOR ELEVATIONS - OVERALL 1 01/30/25 A302 EXTERIOR ELEVATIONS - ENLARGED 1 01/30/25 A400 BUILDING SECTIONS 1 01/30/25 A410 WALL SECTIONS 1 01/30/25 A411 WALL SECTIONS 1 01/30/25 A500 EXTERIOR DETAILS 1 01/30/25 A610 STAIR AND RAMP DETAILS 1 01/30/25 A700 INTERIOR ELEVATIONS 1 01/30/25 A810 SCHEDULES 1 01/30/25 A850 RENDERINGS 1 01/30/25 A901 SPECIFICATIONS A902 SPECIFICATIONS A903 SPECIFICATIONS A904 SPECIFICATIONS A905 SPECIFICATIONS A906 SPECIFICATIONS A907 SPECIFICATIONS 1110 RICHARDS RD, HARTLAND, WI 53029 PHONE: (262) 367-2333 CONTACT: DREW OLSON OWNER: 1770 EXECUTIVE DRIVE OCONOMOWOC, WI 53066 PHONE: (262) 567-6677 CONTACT: DANIEL AYALA ARCHITECT: T-LON PRODUCTS OLIVER CONSTRUCTION CO. PLUMBING ENGINEER: ELECTRICAL ENGINEER: 1770 EXECUTIVE DRIVE OCONOMOWOC, WI 53066 PHONE: (262) 567-6677 CONTACT: CONOR FARLEY GENERAL CONTRACTOR: OLIVER CONSTRUCTION CO. MECHANICAL ENGINEER: 1770 EXECUTIVE DRIVE OCONOMOWOC, WI 53066 PHONE: (262) 567-6677 CONTACT: TODD WEBER, PE STRUCTURAL ENGINEER: OLIVER CONSTRUCTION CO. TBD: DESIGN BUILD TBD: DESIGN BUILD TBD: DESIGN BUILD CIVIL ENGINEER 501 MAPLE AVE, DELAFIELD, WI 53018 PHONE: (414) 949-8947 CONTACT: MARK MICKELSON SHORT ELLIOTT HENDRICKSON INC CIVIL SHEET NO. SHEET NAME CURRENT REVISION NUMBER ISSUE DATE C1.00 EXISTING CONDITIONS AND REMOVALS C1.10 SITE PLAN C2.00 GRADING & EROSION CONTROL PLAN C3.00 DETAILS LANDSCAPE SHEET NO. SHEET NAME CURRENT REVISION NUMBER ISSUE DATE L1.10 LANDSCAPE PLAN L1.20 LANDSCAPE DETAILS 1 01/30/25 REV1 ARCHITECTURAL SHEET NO. SHEET NAME CURRENT REVISION NUMBER ISSUE DATE A001 GENERAL INFORMATION A010 ARCHITECTURAL SITE PLAN 1 01/30/25 A100 DEMOLITION PLANS 1 01/30/25 A200 OVERALL FLOOR PLAN 1 01/30/25 A210 PARTIAL PLAN - 1 01/30/25 A230 RCP - LEVEL 01 1 01/30/25 A231 RCP - ENLARGED 1 01/30/25 A240 ROOF PLAN 1 01/30/25 A301 EXTERIOR ELEVATIONS - OVERALL 1 01/30/25 A302 EXTERIOR ELEVATIONS - ENLARGED 1 01/30/25 A400 BUILDING SECTIONS 1 01/30/25 A410 WALL SECTIONS 1 01/30/25 A411 WALL SECTIONS 1 01/30/25 A500 EXTERIOR DETAILS 1 01/30/25 A610 STAIR AND RAMP DETAILS 1 01/30/25 A700 INTERIOR ELEVATIONS 1 01/30/25 A810 SCHEDULES 1 01/30/25 A850 RENDERINGS 1 01/30/25 A901 SPECIFICATIONS A902 SPECIFICATIONS A903 SPECIFICATIONS A904 SPECIFICATIONS A905 SPECIFICATIONS A906 SPECIFICATIONS A907 SPECIFICATIONS PLAN COMMISSION - RESUBMITTAL PC RESUBMIT 1/28/26 920920 920920 920920 921921 921921 921 921921 922 922 922922922 922 922 922 922 923923 923 923 923 923 923 923 923923 924 924 924 924 924924 924 924 924 925925 925 925925925 926926 926926926926 926 926926926 927927 927 927 927927 927 927 927 927927 927927 MB MB E PPG 8" 8" 18""12""12""18" 12" 8"12"12"12"12"18"18" 18"18"18" 12"FP18"12" 12"18" 12"12"12" STST CO 18"18" ST18" PPPPPPPPCO PCOPGE 18"18" 18"18" P-BUR P-BUR P-BURP-BUR P-BURP-BUR II P-BUR P-BUR P-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BUR P-BUR P-BUR G 12"12"12"12"12"12"12" 24"24"24"24"STS 12"12"12"24"24"12"16"24"12" GGGGG T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR G T-BURT-BURT-BURT-BURT-BURT-BUR FOFOFO II II I I >>>>>>>> P-BURP-BURP-BURP-BUR >> P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR 0feetscale25255012.5 RICHARDS ROAD 1110 RICHARDS RD T-LON PRODUCTSFFE=927.0 PROPERTY LINE EX CONCRETE DUMPSTER PAD REMOVE CURB ISLANDSAWCUT AND REMOVE CURB RELOCATE GAS METER,SEE SITE PLANREMOVE CONCRETE PAD GAS, POWER, WATER TO BERELOCATED, SEE SITE PLAN EXISTING LOADING DOCK RELOCATE LIGHT POLE,SEE SITE PLAN LEGEND- ASPHALT REMOVAL- CONCRETE REMOVAL- FEATURE REMOVAL- REMOVAL LIMITDEMO NOTE:-ALL DEMOED ITEMS MUST BE REMOVED AND PROPERLYDISPOSED OF BY THE CONTRACTOR.-TEMPORARY GRAVEL STOCKPILE MAY BE USED, IFGRAVEL IS REUSABLE AS BASE. ASPHALT PARKING LOTEX WATER SERVICE PROPERTY LINE ROW ASPHALT PARKING LOT1010 RICHARDS RDFFE=928.0SAWCUT AND REMOVE ASPHALT SIDEWALK ASPHALT PARKING LOT ASPHALT PARKING LOT STORMWATER BMP STORMWATER BMP STORMWATER BMP RELOCATE TREE 21 STALLS 3 STALLS10 STALLS 10 STALLS5 STALLS9 STALLS 3 STALLS 16 STALLS9 STALLS 7 STALLS8 STALLS 7 STALLS6 STALLS6 STALLS6 STALLS EXISTING STALLSON PARCEL: 34EXISTING STALLSON PARCEL: 92 PAVEMENT REMOVAL FOR STORM SEWER C1.OOSHEET NO. OCONOMOWOC, WI 530661770 EXECUTIVE DRIVE(262) 567-6677(262) 567-4676FAX:PHONE:CONSTRUCTION CO. SHEET INFOPROJECT NO.: D1029.25SHEET TITLE: DATE: 01/27/2026DRAWN BY: LJKEXISTING CONDITIONS &REMOVALS REVISIONS ADDITION1110 RICHARDS RD,HARTLAND, WI 53029 T-LONPRODUCTS(OLSONREALTYLLC)OWNER:TITLE:ADDRESS: PROJECTINFORMATION:THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS REMOVE DUMPSTERENCLOSURE PC RESUBMIT 1/28/26 09/26/2025 MB MB E PP 8" 8" 18""12""12""18" 12" 12"12"12"12"18"18" 18"18"18" 12"FP18"12" 12"18" 12"12"12" STST CO 18"18" ST18" PPPPPPPPCO PCOPGE 18"18" 18"18" P-BUR P-BUR P-BURP-BUR P-BURP-BUR II P-BUR P-BUR P-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BUR P-BUR P-BUR G 12"12"12"12"12"12" 24"24"24"24"STS 12"12"12"24"24"12"16"24"12" GGGG T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR G T-BURT-BURT-BURT-BURT-BURT-BUR FOFOFOI I I I II >>>>>>>> P-BURP-BURP-BURP-BUR >> P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P P G RICHARDS ROADROW EX CONCRETE DUMPSTER PAD EXISTING LOADING DOCK ASPHALT PARKING LOTEX WATER SERVICE CONSTRUCTION NOTESPATCH ASPHALT PAVING:-BINDER COURSE: 2" 3 LT 58-28-SURFACE: 1.5" 4 LT 58-28-BASE(IF IN BAD CONDITION): 8" CRUSHED AGGREGATECONCRETE WALK:-5" THICK CONCRETE-3" CRUSHED AGGREGATE BASESTRIPING:-4" WIDE, WHITE, ACETONE PAINTUTILITIES:-COORDINATE BUILDING SANITARY SEWER, WATER SERVICE, AND STORM SEWER WITHMECHANICAL DRAWINGS.-ALL WORK PERFORMED MUST ADHERE TO THE STANDARDS AND SPECIFICATIONS OF THE VILLAGEOF HARTLAND, WAUKESHA COUNTY, WISCONSIN DEPARTMENT OF NATURAL RESOURCES,WISCONSIN DEPARTMENT OF TRANSPORTATION, AND WISCONSIN DEPARTMENT OF SAFETY ANDPROFESSIONAL SERVICE. PROPOSED LANDSCAPE AREA,SEE LANDSCAPE PLAN AFTER TREE IS RELOCATED,STRIP TOPSOIL. INSTALLPAVEMENT BASE ANDASPHALT. SEE PAVINGNOTE 0feetscale25255012.5134.35' 150.13' PROPOSED 5' WIDECONCRETE WALKBUILDING ADDITION RELOCATE TREE, SEELANDSCAPING PLAN NOTE: ANY OVER EXCAVATED ASPHALT MUST BEPATCHED ACCORDING TO THE CONSTRUCTIONNOTES. 1110 RICHARDS RD T-LON PRODUCTSFFE=927.01010 RICHARDS RDFFE=928.0 21 STALLS 6 STALLS 8 STALLS5 STALLS9 STALLS 3 STALLS 10 STALLS4 STALLS 5 STALLS8 STALLS 7 STALLS6 STALLS6 STALLS6 STALLS 18 STALLS 1010 RICHARDS RDEXISTING PARKING-34 TOTAL STALLS-1 ADA STALLPROPOSED PARKING-48 TOTAL STALLS-1 ADA STALL1110 RICHARDS RDEXISTING STALLS-92 TOTAL STALLS-2 ADA STALLSPROPOSED PARKING-77 TOTAL STALLS-2 ADA STALLS TOTAL EXISTING ACROSS BOTH PARCELS-126 TOTAL STALLS-3 ADA STALLSTOTAL PROPOSED ACROSS BOTH PARCELS-125 STALLS-3 ADA STALLSPARKING REQUIREMENTSBUSINESSES/OFFICES - 1 SPACE FOR EACH 500SF AND 1 FOR EVERY 2 EMPLOYEES.MANUFACTURING - 1 SPACE FOR EVERY 2 EMPLOYEES2% OF ALL SPACES TO BE ADA1110 RICHARDS RD10,000SF BUSINESS = 20 SPACES15 OFFICE EMPLOYEES = 8 SPACES56 MANUFACTURING EMPLOYEES = 28 SPACES1010 RICHARDS RD12,500SF BUSINESS = 25 SPACES10 OFFICE EMPLOYEES = 5 SPACESTOTAL REQUIRED SPACES = 86 SPACESTOTAL PROVIDED SPACES = 125 SPACESREQUIRED ADA STALLS (2%) = 2.5 (3)PROPOSED ADA STALLS = 3 PARKING SUMMARY PATCH ASPHALT AFTER UTILITY RELOCATESREPAINT STALLS,SEE STRIPING/PAVING NOTE PROPOSED STALLS 19.00'9.50'COORDINATE GAS ANDELECTRIC RELOCATIONWITH UTILITY COMPANYRELOCATE WATER LINE EX HYDRANT 3 STALLS 83 LF 6" PVC @ 1.04% SLOPE6" IE = 919.85 CONCRETE BOLLARDS (2) C1.10SHEET NO. OCONOMOWOC, WI 530661770 EXECUTIVE DRIVE(262) 567-6677(262) 567-4676FAX:PHONE:CONSTRUCTION CO. SHEET INFOPROJECT NO.: D1029.25SHEET TITLE: DATE: 01/27/2026DRAWN BY: LJKSITE PLAN REVISIONS ADDITION1110 RICHARDS RD,HARTLAND, WI 53029 T-LONPRODUCTS(OLSONREALTYLLC)OWNER:TITLE:ADDRESS: PROJECTINFORMATION:THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS AFTER DUMPSTER ENCLOSUREREMOVAL, PAINT STALLSEXISTING CONCRETE PAD PC RESUBMIT 1/28/26 09/26/2025 MB MB E PP 8" 8" 18""12""12""18" 12" 12"12"12"12"18"18" 18"18"18" 12"FP18"12" 12"18" 12"12"12" STST CO 18"18" ST18" PPPPPPPPCO PCOPGE 18"18" 18"18" P-BUR P-BUR P-BURP-BUR P-BURP-BUR II P-BUR P-BUR P-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BUR P-BUR P-BUR G 12"12"12"12"12"12" 24"24"24"24"STS 12"12"12"24"24"12"16"24"12" GGGG T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR G T-BURT-BURT-BURT-BURT-BURT-BUR FOFOFOI I II II >>>>>>>> P-BURP-BURP-BURP-BUR >> P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P P G 920920 920 920920 920920920920 920921 921921 921 921921 921921 921921 922 922922 922922922 922922 922922 922922 922 923923923923 923 923 923923 923 923923 923 923923923 923 924 924 924 924 924924 924924 924 924924 924 924924924 925925 925925925 925925 925 925 925 925925925 925 925925 926926 926926 926 926 926926 926 926 926 926 926 926 926926 927927 927 927927927 927927927 928928928928929929 921.61921.01 926 921 923 926.23926.18 927.08927.18927.08927.14 925.78 922.50922.45922.33922.42923.82927.00923.73924.94921.67922.79922.42927.00922.55 RICHARDS ROADROW SILT FENCE 0feetscale25255012.5 PROPOSED 5' WIDECONCRETE WALK1110 RICHARDS RD T-LON PRODUCTSFFE=927.01010 RICHARDS RDFFE=928.0 EROSION CONTROL NOTESPOST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTILCONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OFTERMINATION IS FILED WITH WDNR.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THEDURATION OF THE PROJECT.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE WDNR AT LEAST 5 DAYS PRIOR TOFIELD IMPLEMENTATION.SITE INSPECTIONS SHALL BE COMPLETED AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURSAFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE ANDMAKE THEM AVAILABLE UPON REQUEST.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TOSURFACE WATERS), MINIMIZE LAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPESOF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVE TOPSOIL. INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTIONENTRANCE(S) PRIOR TO ANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARING ANDGRUBBING. USE WDNR TECHNICAL STANDARD STONE TRACKING PAD AND TIREWASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCEREMOVE SEDIMENT FROM BEHIND SILT FENCES AND SEDIMENT BARRIERSBEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCEAND/OR BARRIER HEIGHT. REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY.REPLACE DECOMPOSING STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, ANDMAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITHSILT FENCE OR OTHER PERIMETER CONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS ORLONGER.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14DAYS OR LONGER. BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILIZE WITH MULCH,TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, ORANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE OCTOBER 15 THROUGHCOLD WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, ASAPPROPRIATE FOR REGION AND SOIL TYPE. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY ORSTORM EVENTS BEFORE THE END OF THE SAME WORKDAY. SEPARATE SWEPT MATERIALS (SOILS ANDTRASH AND DISPOSE OF APPROPRIATELY. CONTROLLING DUST SHALL BE COMPLETED PER WDNRTECHNICAL STANDARD DUST CONTROL ON CONSTRUCTION SITES # 1068.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDINGGARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOWTHESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVINGCHANNEL. ADJUST AND ADD RIPRAP OFF OF PAVEMENT CORNER-5'X5' LIGHT RIPRAP (WISDOT 606)-MINIMUM 12" DEPTH-TYPE HR GEOTEXTILE FABRICSEDIMENT LOG RIPRAP OUTFALL-4' x 8' MEDIUM RIPRAP (WISDOT 606)-MINIMUM 18" DEPTH-TYPE HR GEOTEXTILE FABRIC C2.00SHEET NO. OCONOMOWOC, WI 530661770 EXECUTIVE DRIVE(262) 567-6677(262) 567-4676FAX:PHONE:CONSTRUCTION CO. SHEET INFOPROJECT NO.: D1029.25SHEET TITLE: DATE: 01/27/2026DRAWN BY: LJKGRADING & EROSIONCONTROL PLAN REVISIONS ADDITION1110 RICHARDS RD,HARTLAND, WI 53029 T-LONPRODUCTS(OLSONREALTYLLC)OWNER:TITLE:ADDRESS: PROJECTINFORMATION:THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS BUILDING ADDITIONFFE 927.0 PC RESUBMIT 1/28/26 09/26/2025 C3.00 100' MINSECTION A - APROPOSED TRACKING DRIVENOTES:1.CONTRACTOR TO INSTALL ENTRANCE ROAD PRIOR TO START OF CONSTRUCTION, AND MAINTAIN ROAD UNTIL WORK ISCOMPLETED.2.CONTRACTOR TO CLEAN EXISTING STREET DAILY AT DIRECTION OF VILLAGE ENGINEER.3.SURFACE WATER MUST BE PREVENTED FROM PASSING THROUGH TRACKING PAD. FLOWS SHALL BE DIVERTED AWAY FROM PADOR CONVEYED UNDER AND/OR AROUND THEM BY USING A VARIETY OF PRACTICES SUCH AS CULVERTS, WATER BAGS, OROTHER SIMILAR PRACTICES.4.CLEAR STONE SHALL BE 3" - 6" CLEAR OR WASHED STONE PLACED 12" THICK. ON SITES WITH A HIGH WATER TABLE, OR WHERESATURATED CONDITIONS ARE EXPECTED DURING THE LIFE OF THE PRACTICE, STONE TRACKING PAD(S) SHALL BE UNDERLAINWITH WisDOT TYPE K GEOTEXTILE FABRIC TO PREVENT MIGRATION OF UNDERLYING SOILS INTO STONE.5.INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD 1057.EXISTINGSTREET12" OF 3"-6" ANGULAR CLEAROR WASHED STONE (SEETABLE 1 OF WDNR TECH. STD.1057) UNDERLAIN WITHGEOTEXTILE FABRIC (SEE FIG.2 OF WDNR TECH STD 1057)EXISTINGGRADEFULL WIDTH OF EGRESS(25' MIN.) GRAVEL TRACKING DRIVE DETAILNTS 1. EXCAVATE A 4"X4" TRENCH 2. SET POSTS WITH FILTER FABRIC ATTACHEDAND EXTEND IT INTO THE TRENCH. 3. BACKFILL AND COMPACTTHE EXCAVATED SOIL. GENERAL NOTES1.INSTALL AND MAINTAIN PER DNR TECHNICAL STANDARD 10562.TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILEFABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.3.WOOD POST SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OF OAK OR HICKORY.4.CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOIDJOINTS. IF A JOINT IS NECESSARY, USE ONE OF THE THE FOLLOWING TWO METHODS:A)TWIST METHOD - - OVERLAP THE END POST AND TWIST, OR ROTATE, AT LEAST 180 DEGREES,ORB)HOOK METHOD - - HOOK THE END OF EACH SILT FENCE LENGTH.5. HORIZONTAL BRACE REQUIRED WITH A 2"X4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS.6. SILT FENCE TO EXTEND ACROSS THE TOP OF PIPE. SILT FENCE TIE BACK WHEN ADDITIONAL S722ORT RE37IRED TRENCH DETAIL TWIST METHOD HOOK METHODJOINING TWO LENGTHS OF SILT FENCEPARKING LOT PAVEMENT CROSSSECTIONNTS SLOPE VARIESBASE - SEE NOTEASPHALT (2 LIFTS) - SEE NOTEPAVEMENT NOTES:PARKING & DRIVESASPHALT - 1-1/2" SURFACE, 2" BINDERBASE - EXISTING BASE TO REMAIN, AREAS BEING RAISED TO BE DONE WITH 1-1/4" CRUSHED AGGREGATE SIDEWALK DETAILNTS SILT FENCE DETAILNTS 3" OF 1 14" CRUSHED AGGREGATE (TB)5" THICK MINIMUM CONCRETE6"42"42"6"16"BOLLARD DETAILNTS SHEET NO. OCONOMOWOC, WI 530661770 EXECUTIVE DRIVE(262) 567-6677(262) 567-4676FAX:PHONE:CONSTRUCTION CO. SHEET INFOPROJECT NO.: D1029.25SHEET TITLE: DATE: 01/27/2026DRAWN BY: LJKDETAILS REVISIONS ADDITION1110 RICHARDS RD,HARTLAND, WI 53029 T-LONPRODUCTS(OLSONREALTYLLC)OWNER:TITLE:ADDRESS: PROJECTINFORMATION:THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS PC RESUBMIT 1/28/26 09/26/2025 MB E 8" 18""12""12""18" 12" 12"12"12"12"18"18" 18"18"18" 12"FP18"12" P-BURP-BUR P-BURP-BURP-BUR P-BUR P-BUR P-BURP-BUR P-BUR P-BUR P-BUR12"12"12"24"24"12"16"24"12" GGGGG T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURII I II P-BURP-BURP-BURP-BURP-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P P G G (3) Vm(5) Am(3) Vm (3) Dl(3) Dl(3) Dl(3) Pc(2) Rg LAWN(2) Ss (3) Ss (3) Ss (9) Ss (1) Vm (3) Pc (5) Sg (4) Am (5) Am RICHARDS ROAD ROW EXISTING LOADING DOCK ASPHALT PARKING LOT 0feetscale1010205 BUILDING ADDITION SPADE TRANSPLANTEXISTING 5" CALIPERMAPLE TO NEW LOCATION. 1110 RICHARDS RD T-LON PRODUCTSFFE=927.0 PRESERVE EXISTINGPARKING LOT LANDSCAPINGPRESERVE EXISTING PARKING LOT LANDSCAPING SYMBOLCODEBOTANICAL / COMMON NAMESIZEQTY SHRUBSAmAronia melanocarpa 'Morton' / Iroquois Beauty™ Black Chokeberry5 gal.14 DlDiervilla lonicera / Dwarf Bush Honeysuckle3 gal.9 PcPinus mugo 'Compacta' / Dwarf Mugo Pine5 gal.6 RgRhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac5 gal.2 SgSpiraea x bumalda 'Goldflame' / Goldflame Spirea3 gal.5 VmViburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum5 gal.7 ORNAMENTAL GRASSESSsSchizachyrium scoparium `Standing Ovation` / Standing Ovation Little Bluestem1 gal.17 SYMBOLCODEBOTANICAL / COMMON NAMEQTY GROUND COVERSLAWN SEED AREA974 sf PLANT SCHEDULE PLANTING NOTES:1.THE LAYOUT OF ALL PLANTING BEDS AND INDIVIDUAL TREES SHALL BE STAKED BY THE CONTRACTOR IN ADVANCEOF INSTALLATION. FLAGGING, STAKES, OR PAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THEPLANS. THE LANDSCAPE ARCHITECT WILL REVIEW THESE LOCATIONS WITH THE CONTRACTOR AND MAKE MINORADJUSTMENTS AS NECESSARY.2.THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANT MATERIAL QUANTITIESREQUIRED BY THE LANDSCAPE PLANS. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT.3.AREAS UNDER PLANTING BEDS SHALL NOT CONTAIN COMPACTED AGGREGATE TO ALLOW FOR PROPERDRAINAGE AND GROWTH OF PLANT MATERIAL. REMOVE AGGREGATE AND PERFORM SUBSOILING AS NECESSARYTO OBTAIN LOOSE, FREE DRAINING SUBGRADE BELOW PLANTING BEDS. UNDESIRABLE CONDITIONS SHALL BEBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL AREAS. 4.ALL SEED AREAS SHALL RECEIVE A MINIMUM OF 6" DEPTH OF TOPSOIL5.ALL PLANTING BEDS SHALL RECEIVE 18" DEPTH OF PREPARED SOIL. 6.NEW SEEDED AREAS TO BE TREATED WITH HERBICIDE TO KILL ALL EXISTING GROUNDCOVER. THERE SHALL BE AMINIMUM OF TWO (2) APPLICATIONS SEPARATED BY 10 DAYS. IF ALL EXISTING GROUNDCOVER VEGETATION ISNOT KILLED WITHIN 10 DAYS OF 2ND APPLICATION, A 3RD APPLICATION IS REQUIRED.7.ALL DISTURBED AREAS OUTSIDE THE LIMITS OF WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITIONAT NO ADDITIONAL COST TO THE OWNER.8.SHOVEL CUT EDGE TYPICAL OF ALL PLANTING BEDS UNLESS OTHERWISE INDICATED.9.ALL PLANTING BEDS AND PLANTED TREES SHALL BE MULCHED WITH 3" DEEP SHREDDED HARDWOOD MULCH PERPLANTING DETAILS. MULCH SHALL BE CONSIDERED INCIDENTAL TO PLANT MATERIALS10.NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL BY THE LANDSCAPE ARCHITECT. ALL PLANT MATERIAL AND SEED SHALL BE PROVIDED FROM A NURSERY (WITHIN 200 MILES) WITH A SIMILAR PLANTHARDINESS ZONE AS PROJECT LOCATION.11.CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIMEOF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNERACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR12.PROVIDE 1 YEAR WARRANTY ON ALL PLANT MATERIAL.13.LAWN SEED SHALL BE ESTABLISHED BY THE CONTRACTOR TO A DENSE, GREEN CONSISTENT LAWN VOID OF ANYBARE OR PATCHY AREAS LARGER THAN 3"X3"14.SEED PRIOR TO OCT. 15. IF SEEDED AFTER OCT. 15, MAINTAIN AND ESTABLISH LAWN UNTIL SPRING REVIEW15.THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES PRIOR TO DIGGING.CONSULT DIGGERS HOTLINE.16.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES AND LICENSES NECESSARY FOR THE INSTALLATIONOF THIS PLAN.17.DRAWINGS ARE INTENDED FOR THE INSTALLATION OF PLANT MATERIAL ONLY.18.SPADE TRANSPLANTED TREE SHALL BE HARVESTED PRIOR TO LEAFING OUT (BUD BREAK) IN THE SPRING ORDURING THE FALL PLANTING PERIOD. TREES SHALL BE MOVED AND PLANTED WITHIN 48 HOURS OF THE INITIALHARVESTING AND SHALL REMAIN IN THE SPADE MACHINE UNTIL PLANTED. AFTER INSTALLING THE TREE, LOOSENTHE SOIL ALONG THE SEAM BETWEEN THE ROOTBALL AND THE SURROUNDING SOIL OUT TO A RADIUS FROM THEROOT BALL EDGE EQUAL TO THE DIAMETER OF THE ROOT BALL TO A DEPTH OF 8-10 INCHES BY HAND DIGGING TODISTURB THE SOIL INTERFACE. FILL GAPS BELOW LEVEL WITH LOOSE SOIL.L1.10SHEET NO. OCONOMOWOC, WI 530661770 EXECUTIVE DRIVE(262) 567-6677(262) 567-4676FAX:PHONE:CONSTRUCTION CO. SHEET INFOPROJECT NO.: D1029.25SHEET TITLE: DATE: 01/27/26DRAWN BY: MGWLANDSCAPE PLAN REVISIONS ADDITION1110 RICHARDS RD,HARTLAND, WI 53029 T-LONPRODUCTS(OLSONREALTYLLC)OWNER:TITLE:ADDRESS: PROJECTINFORMATION:THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS PC RESUBMIT 1/28/26 09/26/2025 TREE WITH STRONG CENTRAL LEADER (DO NOT CUT LEADER)PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES.TREE STAKING (ONLY 1 OF 3 @ 120 DEG. SHOWN FOR CLARITY).STEEL STAKES & FLEXIBLE GUYING MATERIAL. FLAG GUYS FORSAFETYTREE WRAP TO FIRST BRANCH (MAPLES AND OTHER THINBARKED DECIDUOUS TREES). PLACE WRAP IN LATE FALL ANDREMOVE EARLY SPRING.4' X 4" A.M. LEONARD RIGID PLASTIC MESH TREE GUARD, BG48TREE WATERING BAG. INSTALL SAME DAY TREE IS PLANTED.BAG SHALL BE FILLED ONCE PER WEEK THROUGH THEMAINTENANCE PERIOD.CROWN OF ROOT BALL 1" ABOVE FINISHED GRADE LEAVINGTRUNK FLARE VISIBLE AT TOP OF ROOT BALL.3" DEEP MULCH IN 6'-0" DIAMETER RING. DO NOT PLACEMULCH IN CONTACT WITH TREE TRUNK. NO MOUNDING.PROVIDE MULCH WEEDING A MINIMUM OF ONCE PER MONTH,OR AS NEEDED TO PREVENT WEED ESTABLISHMENT,THROUGH MAINTENANCE PERIOD.ROUGHEN EDGES OF PLANTING PIT.PLANTING MIXTURE BACKFILL TAMP PLANTING MIX AROUNDBASE TO STABILIZE TREEREMOVE ALL TWINE, ROPE, WIRE, BURLAP AND PLASTIC WRAPFROM TOP HALF OF ROOT BALL. IF WIRE BASKET, CUT IN (4)PLACES AROUND THE ROOT BALL AND FOLD DOWN 8" INTOPLANTING PIT.ROOT BALL ON UNEXCAVATED OR COMPACTED PEDESTALTO PREVENT SETTLING (1/2 - 2/3)OF TREEHEIGHTDEPTH OFROOT BALL6"ROOT BALLEXCAVATE TREE PIT TO BE ATLEAST 2 TIMES WIDER THANROOT BALLTREE PLANTING1/4" = 1'-0"1329343-01 SCARIFY 4" AND RECOMPACTSUBGRADE SHRUB PLANTING:PRUNE TO JOINT OR TRUNKAND ONLY TO REMOVE DEAD ORBROKEN BRANCHES3" MULCHPLANTING MIXTUREREMOVE ALL TWINE, ROPE,WIRE, BURLAP AND PLASTICWRAP FROM TOP HALF OF ROOTBALLHAND LOOSEN AND PULL ROOTSOUT OF CONTAINER MATERIALTO PREVENT PLANT FROMBECOMING ROOT BOUND 1'6"MIN. PER PLANT SPACING BALLEDANDBURLAPPEDBARE ROOTORCONTAINER BOTTOM OF ROOT FLARE FLUSHWITH FINISHED GRADE SHRUB PLANTING1/2" = 1'-0"329333-022 PERENNIAL PLANTING DETAIL1" = 1'-0" PERENNIAL PLANTING3" MULCHFINISHED GRADE TOP OF MULCHHAND LOOSEN AND PULL ROOTSOUT OF CONTAINER MATERIAL TOPREVENT PLANT FROM BECOMINGROOT BOUNDPLANTING MIXSUBGRADE PER PLANTSPACING 1'-6" MIN. 33293-01PLANT SPACING DETAIL1/2" = 1'-0" SHRUB OR PERENNIAL(*)(*)(*) (*) = SPECIFIED PLANT SPACING PER PLANTING LIST 43293-02 L1.20SHEET NO. OCONOMOWOC, WI 530661770 EXECUTIVE DRIVE(262) 567-6677(262) 567-4676FAX:PHONE:CONSTRUCTION CO. SHEET INFOPROJECT NO.: D1029.25SHEET TITLE: DATE: 01/27/26DRAWN BY: MGWLANDSCAPE DETAILS REVISIONS ADDITION1110 RICHARDS RD,HARTLAND, WI 53029 T-LONPRODUCTS(OLSONREALTYLLC)OWNER:TITLE:ADDRESS: PROJECTINFORMATION:THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS PC RESUBMIT 1/28/26 09/26/2025 N-10 NE-10 E-10 S-10 SE-10 LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC 12"" 18"" 24" T 16" 12" 24" 24" 12" 12" 12" T T S ST T 24" 24" 24" 24" 12" 12" 12"12" 12" 12" 12"12" 12" 24" 24" 16" 32" 12" TEL TV TEL 18" 18" 18"18" 18" G P CO P CO P P P P P P PP 18" ST 18" 18"18" T CO ST T T FO ST T FO 12"12" 12" 18" 12" 12" 18" FP 12" 18" 18" 18" 18"18" 18" 12" 12" 12" 12" 8" 12" 18" 12"" 8" 8" P P MB MB MB N-10 NE-10 E-10 S-10 SE-10 LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC 12"" 18"" 24" T 16" 12" 24" 24" 12" 12" 12" T T S ST T 24" 24" 24" 24" 12" 12" 12"12" 12" 12" 12"12" 12" 24" 24" 16" 32" 12" TEL TV TEL 18" 18" 18"18" 18" G P CO P CO P P P P P P PP 18" ST 18" 18"18" T CO ST T T FO ST T FO 12"12" 12" 18" 12" 12" 18" FP 12" 18" 18" 18" 18"18" 18" 12" 12" 12" 12" 8" 12" 18" 12"" 8" 8" P P MB MB MB DN 4,957 SF ? 55'-4" 35'-0 5/8" 89'-8" PROPOSED ADDITION 49,971 SF ? EXISTING 12,287 SF ? EXISTING 21 SPACES 9 SPACES NEW - 13 SPACES 9 SPACES 4 SPACES 9 SPACES 3 SPACES 4 SPACES 10 SPACES 5 SPACES 7 SPACES 6 SPACES 6 SPACES 8 SPACES 6 SPACES IRRIGATION WATER AND VALVE PROPOSED GAS CONNECTION LOCATION RICHARDS RD. NEW SOFTSCAPE, SEE CIVIL EXISTING TRASH ENCLOSURE EXISTING DOCK STAIR BOLLARDS 3 SPACES NEW SIDEWALK PAVEMENT, SEE CIVIL NEW PAVEMENT OR TB 44'-3 11/16" 54'-9 1/8" 22'-3 7/8" 136'-1 1/16" EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT FIXTURE, RELOCATED NEW WALL MOUNTED LIGHT FIXTURE A010 2 NEW - 5 SPACES PAVEMENT PATCH DECORATIVE SCONCE DECORATIVE SCONCE DECORATIVE SCONCE 4,957 SF ? 55'-4" 35'-0 5/8" 89'-8" PROPOSED ADDITION 3 SPACES 4 SPACES 10 SPACES 5 SPACES 7 SPACES 6 SPACES 6 SPACES 8 SPACES 6 SPACES IRRIGATION WATER AND VALVE PROPOSED GAS CONNECTION LOCATION NEW SOFTSCAPE, SEE CIVIL EXISTING TRASH ENCLOSURE EXISTING DOCK STAIR NEW PAVEMENT 136'-1 1/16" EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT FIXTURE, RELOCATED NEW WALL MOUNTED LIGHT FIXTURE 130'-8 1/8" BOLLARD DECORATIVE SCONCE DECORATIVE SCONCE DECORATIVE SCONCE HH CAST IN PLACE CONCRETE STAIR 42" HIGH, GALVANIZED STEEL GUARD RAIL PAINTED, W/ MID RAIL AND HANDRAIL 1.5" DIA. HANDRAIL, PRIMED AND PAINTED 1'-0"1'-0" 4 A010 LEVEL 01 EL.= 100'-0" 10.1 8 RISERS @ 7" MAX., FIELD VERIFY 4'-4" 1.5" DIA. HANDRAIL, PRIMED AND PAINTED CAST IN PLACE CONCRETE STAIR 42" HIGH 1.5" SQUARE. STEEL GUARD RAIL PAINTED, W/ MID RAIL A610 1 Sim SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A010 D1029.25 09/26/2025 Author ARCHITECTURAL SITE PLAN ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) SCALE: 1" = 40'-0" SITE - NEW1 SITE ELEMENTS SCHEDULE DESCRIPTION QUANTITY LENGTH 6" DIA. STEEL BOLLARD, CONC. FILLED, PAINTED, TYP. 2 1 01/30/25 REV1 SCALE: 1" = 20'-0" SITE - ENLARGED2 EXISTING FIXTURES RELOCATED ON ADDITION - SEE ENLARGED ELEVATIONS SCALE: 3/8" = 1'-0" ENLARGED EXIT STAIR PLAN13 SCALE: 3/8" = 1'-0" EXIT STAIR SECTION4 PC RESUBMIT 1/28/26 UP DN NEW WORK PLAN LEGEND MASONRY PARTITION, SEE PARTITION TYPES FOR DETAILS STUD PARTITION, SEE PARTITION TYPES FOR DETAILS EXISTING WALLS, SEE PLANS FOR DETAILS A301 1 A301 3 A301 2 A301 4 A210 1 146'-6" 13'-6" 21'-0" 16'-8"22'-8"51'-8"51'-8"22'-8"16'-8"89'-8" 89'-11 5/16" 17'-8" 100'-0" 89'-11 1/4"182'-0" 148'-0" 15'-10" 1 47'-6" 55'-3" 55'-3" 235 A 45'-0" B C D E 45'-0" A1 EQEQ 103'-4" 4 21'-0" 160'-0" 5'-4" 10'-8" 30'-0" 6'-0" 18'-8" 24'-6" G H F 55'-4" 1110 18'-0" 8" 14'-0" 8'-0" 5" 8'-0" 10.1 0.1 A.1 A.2 A.3 STORAGE A101 STORAGE A102 EXISTING MANUFACTURING EX IRRIGATION WATER AND VALVE PROPOSED GAS CONNECTION LOCATION 9'-4" 2'-0" 43'-6" MECH. EX 160'-0 1/2" 89'-8" A100 2 F.1 G.1 22'-7" 21'-7" 21'-9" 21'-9" 2'-0" 24'-8 1/2" 30'-7 1/2" A301 1 A301 3 A301 2 123 A B C D E A1 G H F 1110 10.1 0.1 A.1 A.2 A.3 EQUIP. MEZZ. A103 EXISTING MEZZ. 1 EX EXISTING MEZZ. 2 EX EXISTING MEZZ. 3 EX A210 2 A100 2 F.1 G.1 SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A200 D1029.25 09/26/2025 Author OVERALL FLOOR PLAN ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) GENERAL FLOOR PLAN NOTES TO CONTRACTOR 1. THIS DRAWING IS FURTHER SUPPORTED BY INFORMATION CONTAINED IN THE SPECIFICATION MANUAL. 2. THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AUDIO-VISUAL, AND SECURITY DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INFORMATION CONTAINED IN ALL THE DRAWINGS BEFORE THE INSTALLATION OF ALL WORK. 3. DO NOT SCALE DRAWINGS. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. FLOOR ELEVATIONS ARE TO THE TOP OF THE SUB-FLOOR MATERIAL UNLESS OTHERWISE NOTED. 5. CONTRACTORS SHALL JOINTLY PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACKING PLATES, WALL BLOCKING AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, TOILET ACCESSORIES, PARTITIONS. MILLWORK, AND ALL WORK MOUNTED OR SUSPENDED BY ALL TRADES. 6 SEE SHEET G2.1 FOR ACCESSORIES DESIGNATIONS. 7 SEE SHEET A5.3 FOR DOCK EQUIPMENT LEGEND. KEY PLAN ADDITION TRUE NORTH EXISTING SEE PROJECT GENERAL CONDITIONS, GENERAL INFORMATION AND SELECTIVE DEMOLITION, CUTTING AND PATCHING SPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES. ... NEW WORK PLAN KEY NOTES - MASTER E1 NOTE SCALE: 1" = 20'-0" LEVEL 011 SCALE: 1" = 20'-0" MEZZANINE2 1 01/30/25 REV1 PC RESUBMIT 1/28/26 NEW WORK PLAN LEGEND MASONRY PARTITION, SEE PARTITION TYPES FOR DETAILS STUD PARTITION, SEE PARTITION TYPES FOR DETAILS EXISTING WALLS, SEE PLANS FOR DETAILS 2 E 55'-4" G H F 1110 10.1 24'-8 1/2" 30'-7 1/2" 35'-8" 1 A410 A302 1 A302 2 A302 3 STORAGE A101 STORAGE A102 2 A410 1 A411 2 A411 2'-0"87'-8" 6 A411 ROOF STORM RISER, INSULATED W/ VP ROOF STORM RISER, INSULATED W/ VP ROOF STORM RISER, INSULATED W/ VP ROOF STORM RISER, INSULATED W/ VP ASSEMBLED STEEL STAIR, GALVANIZED STAIR TREAD PLANK AND CLOSED RISER 42" HIGH, 1.5" SQUARE STEEL GUARD RAIL PAINTED, W/ MID RAIL AND HANDRAIL MECH. EX W1 W1 W1 W1 FIRE EXTINGUISHER - & CABINET FIRE EXTINGUISHER - & CABINET 42" HIGH 1.5" SQUARE. STEEL GUARD RAIL PAINTED, W/ MID RAIL FLOOR ANCHORED WITH BASE PLATES AND ANCHOR BOLTS A610 3 A100 2 PROPOSED GAS CONNECTION LOCATION IRRIGATION WATER AND VALVE 17'-8"8'-0"8'-0"8'-0"8'-0"8'-0" 8'-0" 8'-0"14'-4" 89'-0" CAST IN PLACE CONCRETE STAIR 5'-6" 42" HIGH, GALVANIZED STEEL GUARD RAIL PAINTED, W/ MID RAIL AND HANDRAIL A010 3 89'-8" 43'-6"44'-2" 43'-6"42'-6" F.1 G.1 ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT A6107 4 A411 A7003 1 2 3'-4" 22'-8"ACCESS CONTROL NEW MASONRY OPENING OP101-1 A101-4 EX 32'-8" 14'-0" 7'-0" 8" 1'-0" 52'-0" 1'-0" 8" 23'-8 1/2" 9'-4" EXTENTS OF MEZZANINE OVERHEAD E G H F 10 10.1 1 A410 2 A410 2 A411 43'-6"42'-6" 42" HIGH, 1.5" SQUARE STEEL GUARD RAIL PAINTED, W/ MID RAIL AND HANDRAIL 42" HIGH 1.5" SQUARE. STEEL GUARD RAIL PAINTED, W/ MID RAIL AND TOE KICK FLOOR ANCHORED WITH BASE PLATES AND ANCHOR BOLTS EQUIP. MEZZ. A103 18'-7"9'-5 1/2" 7" 4'-6 1/2" ROOF STORM RISER, INSULATED W/ VP W2 W2 W3 W3 A610 5 F.1 G.1 ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT ROOF STORM RISER, INSULATED W/ VP ELECTRICAL OUTLET, SURFACE MOUNTED CONDUIT FACE MOUNT REMOVABLE (10'-0" SECTIONS) 42" HIGH STEEL GUARD RAIL PAINTED, W/ MID RAIL & 4" TOE KICK 42" HIGH STEEL SAFETY GATE, W/ MID RAIL & 4" TOE KICK. SELF CLOSING & SELF LATCHING. 8'-0" ASSEMBLED STEEL STAIR, GALVANIZED STAIR TREAD PLANK AND CLOSED RISER A6107 4 A411 A7003 2 8" 23'-8 1/2" PRECAST WITH SOLID ENDS PRECAST WITH SOLID ENDS SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A210 D1029.25 09/26/2025 Author PARTIAL PLAN - ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) GENERAL FLOOR PLAN NOTES TO CONTRACTOR 1. THIS DRAWING IS FURTHER SUPPORTED BY INFORMATION CONTAINED IN THE SPECIFICATION MANUAL. 2. THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AUDIO-VISUAL, AND SECURITY DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INFORMATION CONTAINED IN ALL THE DRAWINGS BEFORE THE INSTALLATION OF ALL WORK. 3. DO NOT SCALE DRAWINGS. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. FLOOR ELEVATIONS ARE TO THE TOP OF THE SUB-FLOOR MATERIAL UNLESS OTHERWISE NOTED. 5. CONTRACTORS SHALL JOINTLY PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACKING PLATES, WALL BLOCKING AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, TOILET ACCESSORIES, PARTITIONS. MILLWORK, AND ALL WORK MOUNTED OR SUSPENDED BY ALL TRADES. 6 SEE SHEET G2.1 FOR ACCESSORIES DESIGNATIONS. 7 SEE SHEET A5.3 FOR DOCK EQUIPMENT LEGEND. SEE PROJECT GENERAL CONDITIONS, GENERAL INFORMATION AND SELECTIVE DEMOLITION, CUTTING AND PATCHING SPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES. ... NEW WORK PLAN KEY NOTES - MASTER E1 NOTE SCALE: 3/16" = 1'-0" PARTIAL FLOOR PLAN - AREA 'A'1 SCALE: 3/16" = 1'-0" ENLARGED MEZZANINE PLAN2 1 01/30/25 REV1 PC RESUBMIT 1/28/26 1 A400 2 E 2 A400 G H F 1110 10.1 1 A410 A302 2 A302 3 2 A410 1 A411 2 A411 6 A411 29'-8"15'-10"16'-2"26'-4" ROOF DRAIN 4"X16" TWOS 4"X16" TWOSROOF DRAIN ROOF DRAIN4"X16" TWOS 4"X16" TWOS 24'-8 1/2" 30'-7 1/2" 89'-8" 1/4" / 1'-0" NATURAL GAS, PAINTED 1 A500 Sim 6 A500 Sim 1 A500 Sim 6 A500 Sim 5 A500 Sim 9 A500 Sim F.1 G.1 1/2" PER 12" TAPERED INSULATION CRICKET @ MECH. EQUIP., TYP. 1/4" / 1'-0" 4 A411 8'-0" BALLASTED ROOF MEMBRANE ASSEMBLY OVER STEEL DECK (SEE ROOF PLAN) RTU-1 RTU-2 • • • • • TYPE A - ROOF ASSEMBLY - 7 1/2" ROOF CONSTRUCTION 4" OF STONE BALLAST PER ASTM D7655 60 MIL EPDM 1-LAYERS OF 2" POLYISOCYANURATE INSULATION 25 P.S.I. - (ALL JOINTS TO BE STAGGERED BETWEEN LAYERS) 2 -LAYER OF 2" POLYISOCYANURATE INSULATION TOTALING 4" - 20 P.S.I - (ALL JOINTS TO BE STAGGERED BETWEEN LAYERS) 1 1/2" METAL ROOF DECK - SEE STRUCT. DWGS. FOR TYPE AND SPEC FOR FINISH ROOF SCHEDULE • • • • GENERAL ROOF NOTES NOT ALL MECHANICAL UNITS AND ROOF PENETRATIONS ARE SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL ROOF PENETRATIONS EPS INSULATION IS ALLOWABLE FOR DRAINAGE SADDLES SEE PLUMBING PLANS FOR GAS PIPE ROUTING. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT ANCHORING GENERAL ROOF NOTES VTR VENT THROUGH ROOF EF EXHAUST FAN (SEE MECH) SF SUPPLY VAN (SEE MECH) RD INTERNAL ROOF DRAIN ORD OVERFLOW ROOF DRAIN DS DOWNSPOUT WITH SCUPPER RTU ROOF TOP UNIT - SEE HVAC DWGS. TWOS THROUGH WALL OVERFLOW SCUPPER SPO SPILLOUT OVERFLOW RTME ROOF TOP MECHANICAL EQUIPMENT SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A240 D1029.25 09/26/2025 Author ROOF PLAN ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) SCALE: 3/16" = 1'-0" ROOF PLAN1 GENERAL ROOF PLAN NOTES TO CONTRACTOR 1. PROVIDE FLASHINGS AND CRICKETS AT ALL EXTERIOR EQUIPMENT PENETRATIONS AND SUPPORT POSTS, ETC. REFER TO MECHANICAL DRAWINGS FOR DETAILS AND EXTENTS. 1 01/30/25 REV1 PC RESUBMIT 1/28/26 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" ABCD E A1 GH F TO MASONRY (MEZZ) EL.= 110'-8" A.1 A.2 A.3A302 2 F.1G.1 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" 1 2 3 54 TO FOOTING (NEW) EL.= 92'-8" TO MASONRY (MEZZ) EL.= 110'-8" 0.1 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO LOW PARAPET EL.= 118'-0" 123 5 4 1110 TO MASONRY (MEZZ) EL.= 110'-8" 10.1 0.1 A302 1 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO LOW PARAPET EL.= 118'-0" A B C D E A1 G HF TO MASONRY (MEZZ) EL.= 110'-8" A.1A.2A.3 8'-0" 8'-0" 24'-0" 8'-0" 24'-0" 17'-11 1/4" 8'-0" 8'-0" 24'-0" 63'-2" A302 3 F.1 G.1 EXTERIOR FINISHES LEGEND MATERIAL; FINISH; COLOR COUNTY MATERIALS; 4” H X 16" L X 4"D SPLIT FACE (INTEGRAL COLOR) / SANDSTONE 66-314 : STANDARD MORTAR COLOR COUNTY MATERIALS; 4” H X 16" L X 4"D CONCRETE BRICK MASONRY / HERITAGE COLLECTION; AUTUMN BLEND ; RUNNING BOND : STANDARD MORTAR COLOR COUNTY MATERIALS; 4” H X 16" L X 4"D CONCRETE BRICK MASONRY / HERITAGE COLLECTION; AUTUMN BLEND ; SOLDIER COURSE : STANDARD MORTAR COLOR COUNTY MATERIALS; 8” H X 16" L X 4"D SPLIT FACE (INTEGRAL COLOR) / SANDSTONE 66-314 : STANDARD MORTAR COLOR NOTES: 1) SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A301 D1029.25 09/26/2025 Author EXTERIOR ELEVATIONS - OVERALL ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) SCALE: 1/16" = 1'-0" EXTERIOR ELEVATION - EAST1 SCALE: 1/16" = 1'-0" EXTERIOR ELEVATION - NORTH2 SCALE: 1/16" = 1'-0" EXTERIOR ELEVATION - SOUTH3 SCALE: 1/16" = 1'-0" EXTERIOR ELEVATION - WEST4 ELEVATION AND SECTION KEYNOTES Number Text 1 01/30/25 REV1 PC RESUBMIT 1/28/26 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" 23 1110 TO MASONRY (MEZZ) EL.= 110'-8" 10.1 WALL PACK SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT W3 C J C J C J 1'-4"1'-4"7'-8"1'-4"3'-4"1'-4" 1'-8" 4"6'-0"4"2'-8" EXISTING LIGHT FIXTURE, RELOCATED EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 8'-0" 9'-8" 20'-0" 9'-8" 8'-0" EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) W4 W3 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E TO FOOTING (NEW) EL.= 92'-8" GH F TO MASONRY (MEZZ) EL.= 110'-8" F.1G.1 C J C J C J C J 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 12" CONCRETE FOUNDATION WALL, SEE STRUCTURAL 27'-4" NEW WALL MOUNTED LIGHT FIXTURE 4'-0" EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) 1'-4" 1'-4" 3'-4"3'-4" 1'-0" 1'-4"3'-4" 1'-4" 1'-8" 4" 6'-0" 4" 2'-8" SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT 4" SPLIT FACE ACCENT 4" SPLIT FACE ACCENT W5 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" E G HF TO MASONRY (MEZZ) EL.= 110'-8" 1'-4"1'-4" 3'-4"3'-4" 1'-0" 1'-4" 3'-4" 1'-4" 1'-8" 4" 6'-0" 4" 2'-8" 27'-4" ALUMINUM STOREFRONT SOLDIER COURSE ACCENT 17'-8" 24'-0" 8'-0" 24'-0" 8'-0" 8'-0" 17'-8" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" W1 W1 W1 W1 W2 W2 W3 SOLDIER COURSE ACCENT SOLDIER COURSE ACCENT F.1 G.1 4"X16" TWOS 4"X16" TWOS PREFINISHED PREMANUFACTURED METAL COPING 3'-0" C J C J C J C J C J C J C J C J C J C J C J C J C J C J C J EXTERIOR TO INTERIOR -4" ANCHORED MASONRY VENEER, W/ 9GA. HORIZONTAL REINF. 16" OC (16" OC ANCHORS W/ HORIZONTAL REINFORCEMENT 16" OC ) -2" AIRSPACE - 2" RIGID POLYISO. INSULATION - SPRAY APPLIED VAPOR BARRIER -12" PAINTED CMU (SEE STRUCTURAL) DECORATIVE SCONCE DECORATIVE SCONCE DECORATIVE SCONCE 89'-8" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" EXTERIOR FINISHES LEGEND MATERIAL; FINISH; COLOR COUNTY MATERIALS; 4” H X 16" L X 4"D SPLIT FACE (INTEGRAL COLOR) / SANDSTONE 66-314 : STANDARD MORTAR COLOR COUNTY MATERIALS; 4” H X 16" L X 4"D CONCRETE BRICK MASONRY / HERITAGE COLLECTION; AUTUMN BLEND ; RUNNING BOND : STANDARD MORTAR COLOR COUNTY MATERIALS; 4” H X 16" L X 4"D CONCRETE BRICK MASONRY / HERITAGE COLLECTION; AUTUMN BLEND ; SOLDIER COURSE : STANDARD MORTAR COLOR COUNTY MATERIALS; 8” H X 16" L X 4"D SPLIT FACE (INTEGRAL COLOR) / SANDSTONE 66-314 : STANDARD MORTAR COLOR NOTES: 1) WINDOW AND GLAZING KEY AL ALUMINUM ALCW ALUMINUM CURTAIN WALL (THERMALLY BROKEN) ALS ALUMINUM STOREFRONT (THERMALLY BROKEN) HM HOLLOW METAL HMI HOLLOW METAL INSULATED SCW SOLID CORE WOOD GS GALVANIZED STEEL SS STAINLESS STEEL SSG STRUCTURAL SILICONE GLAZING SG 1/4" SAFETY GLASS (TEMPERED) GL1 1" INSULATED TEMPERED GLAZING WITH LOW E COATING AND GRAY TINTED. OPAQUE INTERIOR FILM PER MANUFACTURERS REQUIREMENTS. BASIS OF DESIGN: MATCH EXISTING COLOR MEETING MINIMUM PERFORMANCE CRITERIA: SHGC=.34, U=..35 GL1B 1" INSULATED TEMPERED GLAZING WITH LOW E COATING AND GRAY TINTED. BASIS OF DESIGN: MATCH EXISTING COLOR MEETING MINIMUM PERFORMANCE CRITERIA: SHGC=.34, U=..35 GL2 1" INSULATED SPANDREL GLAZING, TINTED. MATCH GL1 GL3 1" INSULATED TEMPERED CLEAR SAFETY GLASS FRG FIRE RESISTANT GLASS IFRG INSULATED FIRE RESISTANT GLASS GENERAL NOTES 1) EXTERIOR STOREFRONT BASIS OF DESIGN: KAWNEER VG451T, 2" X 4-1/2" FRONT GLAZED - VG451 T - ANODIZED ALUMINUM FINISH 2) INTERIOR WINDOW SYSTEMS: ALUMINUM FRAMING SYSTEMS, CENTER GLAZED - INSULATED GLASS AS NOTED 3) PROVIDE FRAMING MEMBER STRUCTURAL AND PHYSICAL CHARACTERISTICS AND ENGINEERING CALCULATIONS, AND IDENTIFY DIMENSIONAL LIMITATIONS; INCLUDE LOAD CALCULATIONS AT POINTS OF ATTACHMENT TO BUILDING STRUCTURE. 4 1/2" 4 1/2" HEAD (A) HORIZONTAL (B) SILL (C) JAMB (D) CORNER (E) VERTICAL (F) RECEPTOR 2" 5/8" 4 1/2" 2" 4 1/2" 2"5/8" 4 1/2" 2" 4 1/2" LEVEL 01 EL.= 100'-0" W1 2'-0" 3'-11 3/4" 2'-0 1/4" 8'-0" 4'-0"2'-0" 6'-0" GL1 GL1 GL1 GL1GL1GL1 HVAC Level 01 100' - 0" TO LOW PARAPET EL.= 118'-0" 4'-0" 4'-0" 4'-0" 4'-0" 8'-0" 3'-4" 24'-0" W2 GL1B GL1B GL1B GL1B GL1BGL1B TO LOW PARAPET EL.= 118'-0" 4'-0" 4'-0" 8'-0" 3'-4" W3 GL1B GL1B CORNER MULLION WHERE APPLICABLE TO LOW PARAPET EL.= 118'-0" W4 GL1B GL1B GL1B GL1B GL1B 4'-0"4'-0"4'-0"4'-0"4'-0" 20'-0" TO LOW PARAPET EL.= 118'-0" 4'-0" 3'-4" W5 GL1B SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A302 D1029.25 09/26/2025 Author EXTERIOR ELEVATIONS - ENLARGED ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH - ADDITION1 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - EAST - ADDITION2 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - WEST - ADDITION3 ELEVATION AND SECTION KEYNOTES Number Text SCALE: 3" = 1'-0" STOREFRONT PROFILES SCALE: 1/4" = 1'-0" WINDOW TYPE 14 SCALE: 1/4" = 1'-0" WINDOW TYPE 25 SCALE: 1/4" = 1'-0" WINDOW TYPE 36 1 01/30/25 REV1 SCALE: 1/4" = 1'-0" WINDOW TYPE 47 SCALE: 1/4" = 1'-0" WINDOW TYPE 58 PC RESUBMIT 1/28/26 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" 1234 2 A400 TO FOOTING (NEW) EL.= 92'-8" 1110 TO MASONRY (MEZZ) EL.= 110'-8" 10.1 8'-0" 8'-0" 24'-0" 1 A411 STORAGE A101 EQUIP. MEZZ. A103 STORAGE A102 LEVEL 01 EL.= 100'-0" MEZZANINE EL.= 111'-4" TO HIGH PARAPET EL.= 127'-4" TO FOOTING EL.= 96'-0" TO LOW PARAPET EL.= 118'-0" 1 A400E TO FOOTING (NEW) EL.= 92'-8" G HF TO MASONRY (MEZZ) EL.= 110'-8" 6 A411 STORAGE A101 F.1 G.1 SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A400 D1029.25 09/26/2025 Author BUILDING SECTIONS ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) SCALE: 3/16" = 1'-0" BUILDING SECTION LOOKING NORTH1 SCALE: 3/16" = 1'-0" BUILDING SECTION LOOKING EAST2 1 01/30/25 REV1 PC RESUBMIT 1/28/26 SHEET NO. OCONOMOWOC, WI 53066 1770 EXECUTIVE DRIVE (262) 567-6677 (262) 567-4676FAX: PHONE: CONSTRUCTION CO. SHEET INFO PROJECT NO. : SHEET TITLE : DATE : DRAWN BY : REVISIONS OWNER: TITLE: ADDRESS: PROJECT INFORMATION: THIS DOCUMENT AND THE INFORMATION HEREWITH IS THE EXCLUSIVE PROPERTY OF OLIVER CONSTRUCTION COMPANY. UNAUTHORIZED USE WILL BE PROSECUTED UNDER SECTION 943.205 OF THE WISCONSIN STATUTES AND IF CONVICTED, THE VIOLATOR SHALL BE SUBJECT TO A FINE NOT TO EXCEED $10,000.00 AND/OR IMPRISONMENT NOT TO EXCEED TWO YEARS A850 D1029.25 09/26/2025 Author RENDERINGS ADDITION 1110 RICHARDS RD, HARTLAND, WI 53029 T-LON PRODUCTS (OLSON REALTY LLC) ALL ARTIST’S RENDERINGS ARE CONCEPTUAL FOR REPRESENTATIONAL PURPOSES ONLY AND SUBJECT TO VARIANCES. VARIANCES MAY INCLUDE, BUT ARE NOT LIMITED TO; VIEWS AND EXPOSURE TO LIGHT, FINISHES FOR THE FINAL PRODUCT, AS WELL AS LAYOUT AND INCLUDED FEATURES IN THE FINISHED PRODUCT. ALL FEATURES, SPECIFICATIONS AND PLANS ARE SUBJECT TO CHANGE WITHOUT NOTICE. NOT ALL AMENITIES, FEATURES, FINISHES, AND DECORATIVE OBJECTS DEPICTED HEREIN MAY BE CONSTRUCTED IN ACCORDANCE WITH THE ARTIST RENDERINGS OR OWNER DESCRIPTIONS. BUILDING AND FLOOR PLANS REPRESENTED MAY NOT BE TO EXACT SCALE OR SHOWN IN THEIR FINAL AS-BUILT LOCATIONS AND ORIENTATIONS. 1 01/30/25 REV1 PC RESUBMIT 1/28/26 NOTES: 1) LANDSCAPE IN CONCEPTUAL RENDERINGS IS SCHEMATIC. SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. 1 Ordinance REV 1/2026-TLD ST ATE OF WISCONSIN WAUKESHA COUNTY VILLAGE OF HARTLAND ORDINANCE NO. ______________ A N ORDINANCE TO AMEND CHAPTER 30 OF THE VILLAGE OF HARTLAND MUNICIPAL CODE PERTAINING TO COURT T he Village Board of the Village of Hartland, Waukesha County, Wisconsin does hereby ordain as follows: SECTION I. Article II of Chapter 30 of the Village of Hartland Municipal Code of Ordinances pertaining to Municipal Court is hereby repealed in its entirety and replaced with the following. ARTICLE II. MUNICIPAL COURT Sec. 30-21 Municipal court created. The Lake Country Municipal Court (“Municipal Court”) was created and established a under the provisions of Chapter 755 of the Wisconsin Statutes for the City of Delafield, City of Oconomowoc, Town of Delafield, Town of Erin, Town of Merton, Town of Oconomowoc, Town of Ottawa, Village of Chenequa, Village of Dousman, Village of Hartland, Village of Johnson Creek, Village of Lac LaBelle, Village of Lisbon, Village of Merton, Village of Nashotah, Village of Oconomowoc Lake, Village of Sullivan, Village of Summit, Village of Sussex, Town of Ixonia (Contract Member), Town of Sullivan (Contract Member) (collectively the “Members”) by identical ordinances pursuant to §755.01(4). The Village of Palmyra, having adopted an ordinance identical to this ordinance, shall join the Municipal Court as a Contract Member, and the Members, by this ordinance, accepts the Village of Palmyra as a Contract Member to be added as a Member of the Municipal Court. S ec. 30-22 Municipal judge. This court shall be presided over by a Municipal Judge, who shall be an attorney licensed to practice law in Wisconsin, and who shall reside in one of the court’s Member Municipalities. The Municipal Judge shall be elected at large in the spring election for a term of four (4) years commencing on May 1. All candidates for the position of Municipal Judge shall be nominated by nomination papers as provided in Section 8.10, Wis. Stats., and selection at a primary election if such is held as provided in Section 8.11, Wis Stats. Each Member Municipality shall provide for a primary election whenever three (3) or more candidates file nomination papers for the position of Municipal Judge as provided in Section 8.11(1)(a), Wis. Stats., and such primary election shall be held on the third Tuesday of February as provided in Section 5.02(22), Wis. Stats. 2 Ordinance REV 1/2026-TLD Sec. 30-23 Elections. The Municipal Clerk of each municipality shall see to the compliance with §5.58(1)(c), §5.60(1)(b), §5.60(2), §7.15, §7.60(4)(a), and §8.10(6)(bm) to provide for the election of a Municipal Judge under §755.01(4). Sec. 30-24 Oath and bond. The Judge shall, after his/her election or appointment to fill a vacancy, take and file the official oath as prescribed in §757.02(1) Wis. Stats. The Municipal Judge shall not act until his/her oath has been filed as required by Section §19.01(4)(c) and Section §755.03(2) Wis. Stats. Sec. 30.25 Salary. The salary of the Judge shall be set by the annual budget of the Court, approved and recommended by the Administrative Committee, and approved by the City Council and Village and Town Boards as part of the budget process.. No salary shall be paid for any time during his/her term during which such Judge has not executed his official oath, as required by §755.03, Wis. Stats., and filed pursuant to §19.01 Wis. Stats. The Municipalities may, by separate ordinances, resolutions, or through the budget process, allocate funds for the administration of the Municipal Court pursuant to Wis. Stats. §66.0301. Sec. 30.26 Jurisdiction. The municipal Judge of the Municipal Court shall have such jurisdiction as provided by §755.045 and §755.05 Wis. Stats., and as otherwise provided by State Law. The Municipal Judge is authorized to issue inspection warrants under §66.0119 Wis. Stats. Sec. 30.27 Location and hours. The Municipal Court shall be held in the Community Room of the City of Oconomowoc Public Safety Building, 630 East Wisconsin Avenue, Oconomowoc, Wisconsin or at such other locations as the Administrative Committee may direct. The Municipal Court shall be open at such times as determined by the Municipal Judge, but no less than every Friday commencing at 8:00am. Sec. 30.28 Fines and forfeitures. The Municipal Judge may impose punishment and sentence as provided by Section 800.09, Wis. Stats., and as provided in the ordinances of the Member Municipalities. All forfeitures, fees, penalty assessments, and other costs paid to the Municipal Court shall be accounted for and disbursed by the Municipal Court with the approval of the Operations Committee on a not less than monthly basis. 3 Ordinance REV 1/2026-TLD Sec. 30-29 Stipulations and deposits in municipal court The Municipal Court herein established shall be operated pursuant to and in compliance with the provisions of Chapter 800 Wis. Stats., and where applicable, other provisions of the Wis. Stats. as referred to in subsection (10) below. The Municipal Judge shall establish in accordance with §800.03(3) Wis. Stats., a schedule of deposits for violations of City, Town, and Village ordinances, resolutions and bylaws, except traffic regulations which are and shall be governed by §345.26 Wis. Stats., and boating violations which are, and shall be governed by §23.66 and §23.67 Wis. Stats. Such deposit schedule shall be approved by the respective governing bodies of the municipalities creating and stablishing this Court and shall be made available upon request. Sec. 30-30 Procedure in municipal court The procedure in Municipal Court shall be as provided by this Ordinance and State Law including, but not excluding because of enumeration Chapter 66, 345, 751, 755, 757, and 800 of Wis. Stats. Sec. 30-31 Contempt procedures. (a) The Municipal Judge may impose a sanction authorized under §800.12(1) for contempt of court, as defined in §785.01(1) Wis. Stats., in accordance with the procedure under §785.03 Wis. Stats. (b) The Municipal Judge may impose a forfeiture for contempt under §800.12(2) Wis. Stats., in an amount not to exceed $200.00 or, upon nonpayment of the forfeiture and the penalty assessment under §800.12(3) Wis. Stats., a jail sentence not to exceed 7 days. Sec. 30-32 Termination. Any Member Municipality may withdraw from this Agreement by giving notice in writing to the Judge and Chair of the Administrative Committee no later than August 31 st of any year. Upon giving such notice, the Member Municipality’s participation in the Municipal Court shall terminate at the end of said year. The Municipal Court hereby established shall not be abolished while the Section 755.01(4), Wis. Stats., Agreement is in effect. SECTION 2. Severability The several sections of this ordinance are declared to be severable. If any section or portion thereof shall be declared by a court of competent jurisdiction to be invalid, unlawful, or unenforceable, such decision shall apply only to the specific section of portion thereof directly specified in the decision and shall not affect the validity of any other provisions, sections, or portions thereof the ordinance. The remainder of the ordinance shall remain in full force and effect. Any other ordinances whose terms are in conflict with the provisions of this ordinance are hereby repealed as to those terms that conflict. 4 Ordinance REV 1/2026-TLD SECTION 3: Effective Date This ordinance shall take effect and be in force from and after its passage and publication as provided by law. Dated this ______ day of January, 2026. VILLAGE OF HARTLAND By: _____________________________ Jeffrey Pfannerstill, Village President ATTEST: ______________________________ Sandee Policello, Village Clerk ADOPTED: _____________ POSTED: ______________ PUBLISHED: ___________ Page 1 of 5 REV 2/2026 SUCCESSOR AGREEMENT FOR THE OPERATION OF THE LAKE COUNTRY MUNICIPAL COURT a/k/a MUNICIPAL COURT FOR WESTERN WAUKESHA COUNTY (Pursuant to Section 66.301, Wis. Stats.) AGREEMENT effective this 23rd day of February, 2026 and on the date set opposite the signature of the Mayor, Village President, or Town Board Chairperson, by and between the , all being municipal corporations organized and existing under the laws of the State of Wisconsin. City of Delafield, City of Oconomowoc , Town of Delafield, Town of Erin, Town of Merton, Town of Oconomowoc, Town of Ottawa, Town of Sullivan, Village of Chenequa, Village of Dousman, Village of Hartland, Village of Johnson Creek, Village of Lac LaBelle, Village of Lisbon, Village of Merton, Village of Nashotah, Village of Oconomowoc Lake, Village of Sullivan, Village of Summit, Village of Sussex, Town of Ixonia (Contract Member), Town of Sullivan (Contract Member), and Village of Palmyra (Contract Member) (collectively the “Members”). RECITALS: WHEREAS, Section 755.01(1), Wis. Stats., provides that any municipality may establish a municipal court to be maintained at the expense of the municipality; and WHEREAS, Section 755.01(4), Wis. Stats., provides that two or more cities, towns, or villages may enter into an agreement under Section 66.0301, Wis. Stats., for the joint exercise of the power granted under Section 755.01(1), after enactment of identical ordinance by each affected City, Town, or Village; and WHEREAS, the municipalities that are parties to this Agreement have enacted identical ordinances thereby creating and establishing a municipal court to serve said municipalities; and WHEREAS; the municipalities have expressed willingness to enter into a contract for the joint operation of said municipal court and for the equitable sharing of the costs thereof, pursuant to Section 755.01(4) and 66.0301, Wis. Stats. NOW, THEREFORE, in consideration of the benefits to be derived by each municipality from the joint operation of the municipal court, the Members agree as follows: 1. MUNICIPAL COURT. The Lake Country Municipal Court (“M unicipal Court”) shall be organized and shall operate pursuant to Chapter 755 Wis. Stats., the ordinances adopted by the member municipalities, and the terms of this Agreement. In the event of conflict, the provisions of the Wisconsin statutes governing this Municipal Court shall prevail. Pursuant to Section 755.01(4), Wis. Stats., each member of the multimember Municipal Court shall adopt identical ordinances, and after adoption execute this Intermunicipal Agreement. 2. ORGANIZATION. Except for matters required by statute to be determined by the respective governing bodies of member municipalities, the general operation of the Municipal Court shall be by the judge and the Court Administrative Committee. In addition, the Administrative Committee has currently authorized three sub - committees, namely: (1) Operations Committee; (2) Personnel Committee; and (3) Long Range Planning Committee. Each sub-committee shall have no less than three (3) members appointed by the chairperson of the Administrative Committee. Each sub-committee will in turn appoint a chair and keep brief minutes/notes of any meetings. Meetings will be publicly posted. The Operations Committee will meet not less than monthly, review and approve monthly financial statements and payment of bills, deal with general court operations, and formulate and recommend the annual court budget. The Personnel Committee may be involved, either individually or jointly, in the update of any employee handbook. The Long-Range Planning Committee will meet as needed to discuss and make recommendations as to the Municipal Court’s future facility needs. Page 2 of 5 REV 2/2026 3. COURT ADMINISTRATIVE COMMITTEE. a) Composition. The Court Administrative Committee shall be comprised of one representative of each member municipality who shall be appointed by the Mayor, President, or Chairperson of the member municipality, subject to confirmation by the respective governing body. To assure participation and continuity of representation, each member municipality may appoint an alternate who shall act on committee matters, in the absence the representative. The Administrative Committee shall appoint a chair and vice chair for a term not to exceed two (2) years. These appointments shall occur at the annual fall meeting or whenever a vacancy occurs. The appointments take effect on January 1 of the following year. b) Powers and Duties. The Administrative Committee shall have general control over the operation of the Municipal Court, except where such control is specifically granted to the Judge or the governing bodies by statute, in which case the Administrative Committee shall be a recommending agency. The Administrative Committee may delegate certain authority of powers to the Ope rations Committees or other committees. The Administrative Committee shall recommend to the governing bodies the annual court budget and the bail bond schedule for the Municipal Court. The Operations Committee shall cause appropriate bank accounts to be established for the deposit of all fees, forfeitures, assessments, and costs paid into the Municipal Court and shall adopt appropriate accounting procedures to ensure the proper handling of said funds. The Administrative Committee shall, with input from the judge, recommend that the Municipal Court ’s participating municipalities approve the annual budget as prepared and recommended by the Operations Committee for the operation of the Municipal Court. Voting and Procedure. The Court Administrative Committee shall be governed by Robert’s Rules of Order and majority vote of all the representatives of the Court Administrative Committee shall be required to adopt any motion or resolution. A simple majority of members or alternate members shall constitute a quorum. Many of the Members that comprise this Municipal Court contract with a County Sheriff’s Department for police protection purposes . If a municipality that contracts with a Sheriff’s Department for p olice service appoints the Contract Deputy Sheriff as the municipality’s member of the Administrative Committee, the Contract Deputy Sheriff shall be entitled to vote on any matter as the representative for each of the municipalities the Contract Deputy Sheriff represents. Each municipality represented by a Contract Deputy Sheriff shall count toward meeting the quorum requirement. 4. MUNICIPAL JUDGE. This Municipal Court shall be presided over by a Municipal Judge, who shall be an attorney licensed to practice law in Wisconsin, and who shall reside in one of the Municipal Court’s Member or Contract Municipalities. The Municipal Judge shall be elected at large in the spring election for a term of four (4) years commencing on May 1. All candidates for the position of Municipal Judge shall be nominated by nomination papers as provided in Section 8.10, Wis. Stats., and selection at a primary election if such is held as provided in Section 8.11, Wis Stats. Each Member Municipality shall provide for a primary election whenever three (3) or more candidates file nomination papers for the position of Municipal Judge as provided in Section 8.11(1)(a), Wis. Stats., and such primary election shall be held on the third Tuesday of February as provided in Section 5.02(22), Wis. Stats. 5. ELECTION. The Municipal Clerk of each municipality shall see to the compliance with Statutes 5.58(1)(c), 5.60(1)(b), 5.60(2), 7. 15, 7.60(4)(a), and 8.10(6)( bm) to provide for the election of a Municipal Judge under Section 755.01(4). 6. OATH AND BOND. The judge shall, after his/her election or appointment to fill a vacancy, take and file the official oath as prescribed in Section 757.02(1), Wis. Stats. The Municipal Judge shall not act until his/her oath has been filed as required by Section 19.01(4)(c) and Section 755.03(2), Wis Stats. Page 3 of 5 REV 2/2026 7. JURISDICTION. The Municipal Judge of the Municipal Court shall have such jurisdiction as provided by Section 755.045 and 755.05, Wis. Stats., and as otherwise provided by state law. The Municipal Judge is authorized to issue inspection warrants under Section 66.0119, Wis. Stats. 8. JUDGE’S SALARY. The salary of the Judge shall be set by the annual budget of the Court, approved and recommended by the Administrative Committee, and approved by the City Council and Village and Town Boards as part of the budget process. No salary shall be paid for any time during his/her term during which such Judge has not executed his/her official oath, as required by §755.03, Wis. Stats., and filed pursuant to §19.01 Wis. Stats. The Municipalities may, by separate ordinances, resolutions, or through the budget process, allocate funds for the administration of the Municipal Court pursuant to Wis. Stats. §66.0301. 9. LOCATON AND HOURS . The Municipal Court shall be held in the Community Room of the City of Oconomowoc Public Safety Building or at such other locations as the Administrative Committee may direct. The Municipal Court shall be open at such times as determined by the Municipal Court Judge, but no less than every Friday commencing at 8:00 am. 10. CLERK. The clerk is appointed by the Judge pursuant to Section 755.10, Wis. Stats. Salary and fringe benefits of the Clerk and any Deputy Clerks or other part-time employees are set forth in the Court’s annual budget and must be approved and recommended by the Administrative Committee, and approved by the City Common Council, Village and Town Boards. 11. FINES AND FORFEITURES. All forfeitures, fees, penalty assessments, and other costs paid to the Municipal Court shall be accounted for and disbursed by the Municipal Court with the approval of the Operations Committee on a not less tha n monthly basis. The Municipal Judge may impose punishment and sentence as provided by Section 800.09, Wis. Stats., and as provided in the ordinances of the Member Municipalities. 12. STIPULATIONS AND DEPOSITS IN MUNICIPAL COURT. The Municipal Court herein established shall be operated pursuant to and in compliance with the provisions of Chapter 800, Wis. Stats., and, where applicable, other provisions of the Wisconsin Statutes. The Municipal Judge shall establish in accordance w ith Section 800.03(3), Wis. Stats., a schedule of deposit for violations of city, village, and town ordinances, resolutions and by-laws, except traffic regulations which are and shall be governing by Chapter 345.26, Wis. Stats., and boating regulations which are and shall be governed by Chapter 23.66 and 23.67, Wis. Stats. Such deposit schedule shall be approved by the respective governing bodies of the municipalities creating and establishing this Municipal Court and shall be made available upon request. 13. PROCEDURE IN MUNICIPAL COURT . The procedure in Municipal Court shall be as provided by this ordinance and state law, including, but not excluding because of enumeration, Chapters 66, 345, 751, 755, 757, and 800, Wis. Stats. 14. CONTEMPT PROCEDURES. a) The Municipal Judge may impose a forfeiture for contempt under Section 800.12( 1), Wis. Stats., for contempt of court as defined in Section 785.01(1), Wis. Stats., in accordance with the procedures under Section 785.03, Wis. Stats. b) The Municipal Judge may impose a forfeiture for contempt under Section 800.12(2), Wis Stats., in an amount not to exceed $200.00 (or as otherwise authorized by statute), or upon nonpayment of the forfeiture and the penalty assessment under Section 800.12(3), Wis. Stats., a jail sentence not to exceed seven (7) days. Page 4 of 5 REV 2/2026 15. BUDGET PROCESS. a) Time and Approval. The Operations Committee, Judge, and Clerk shall formulate a budget annually to be approved by the Administrative Committee no later than November 15 th of each year for the next succeeding year. The members of the committee shall present said budget to their respective governing bodies for approval. The budget shall be approved annually by the governing bodies no later than December 31st. Approval by a majority of all the Member Municipalities shall constitute approval of the budget. b) Court Costs. The local share of the court costs required to be collected pursuant to Section 814.65(1), Wis. Stats., shall be retained by the Municipal Court to be applied to the operating expenses of the court. Any excess of costs collected shall be held in reserve or otherwise disbursed as approved by the Administrative Committee in compliance with all applicable statutes. c) Court Operating Expenses. The net operating expenses, if any, after application of the local share of the court costs, shall be charged to Member Municipalities based upon each municipality’s percentage of total annual field cases. Contributions shall be based upon the approved budget, with appropriate credits and debits being made on the next succeeding billing after the annual audit. Payment shall be made within 30 days of billing. Citations entered by the Municipal Court for any municipality when not received by the court in electronic format, will be assessed a per citation fee set by the court software. Any community using the Municipal Court will be assessed a fee set by the Administrative Committee if no citation has been submitted to the court in a calendar year. The current cost per citation entry is $10.00 and $500.00 per year if no citations submitted. d) Capital Expenditures. Capital expenditures shall be made as a separate line item of the annual budget. All purchases other than operating expenses over $500.00 shall be noted as Capital Expenditures. 16. CONTRACT ADMINISTRATION AND AMENDMENTS. The affirmative vote of a majority of all Member governing bodies shall be required to adopt any resolution pertaining to the operation of the Municipal Court or amendments to this Agreement. 17. CONTRACT MUNICIPALITIES. The Municipal Court may add additional communities in the future upon request of a community and approval of the Administrative Committee. Any added community will come into the Municipal Court as a Contract Municipality. If the Contract Municipality is satisfied with the operation of the Municipal Court, and the Administrative Committee is satisfied with the nature and level of services being provided to the Contract Municipality, the Contract Municipality may apply for Member Muni cipality status with such application to be approved by vote of the Administrative Committee. Any Contract Municipality will have municipal court services provided pursuant to a contract between the Contract Municipality and the Administrative Committee. Contract Municipalities do not have a vote on the Administrat ive Committee. Any costs incurred by the Municipal Court in adding the contract community will be charged to the community. 18. TERMINATION. Any Member Municipality may withdraw from this Agreement by giving notice in writing to the Judge and Chair of the Administrative Committee no later than August 31 st of any year. Upon giving such notice, the Member Municipality’s participation in the Municipal Court shall terminate at the end of said year. The Municipal Court hereby established shall not be abolished while the Section 755.01(4), Wis. Stats., Agreement is in effect. Page 5 of 5 REV 2/2026 19. COUNTERPARTS. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. IN WITNESS WHEREOF the parties have executed this Agreement under seal to be Effective as of the first written date. Dated this _____________ day of _____________ 2026 MUNICIPALITY By: _____________________________ Jeffrey Pfannerstill Village President ATTEST: ____________________________ Sandee Policello, Clerk Village of Hartland From: Ryan Bailey To: Beer Snobs Cc: Sandee Policello Subject: Beer Garden Requests Date: Monday, February 9, 2026 2:31:32 PM Attachments: image001.png Stephanie, This email is to have you confirm some items you would like the Village Board to approve to amend you beer garden contract: 1 . Open on Wednesday’s as an additional day 2. Put a seasonal trailer (stays on site for season except as needed to change water) at an agreed upon location with our Public Works. This trailer would sell food as your current space is not sufficient. 3. You would like to request selling of ice cream at your location as you also own an ice cream store. If those are the items you are looking for approval for, please confirm and we can take this to the Village Board either February 23 or in March. Thank you, Ryan Bailey Village of Hartland, Village Manager 210 Cottonwood Avenue, Hartland, WI 53029 Ph: 262-367-2714 | F: 262-367-2430 | ryanb@villageofhartland.wi.gov | www.villageofhartland.wi.gov From: Ryan Bailey To: Hartland BID Cc: Sandee Policello Subject: RE: BID meeting Date: Wednesday, February 11, 2026 7:30:41 AM Attachments: image001.png Stacy, This works. Sandee, The 3 names in the email below are who the Village Board will approve at the next meeting. Thank you, Ryan Bailey Village of Hartland, Village Manager 210 Cottonwood Avenue, Hartland, WI 53029 Ph: 262-367-2714 | F: 262-367-2430 | ryanb@villageofhartland.wi.gov | www.villageofhartland.wi.gov From: Hartland BID <BID@downtownhartland.com> Sent: Tuesday, February 10, 2026 2:39 PM To: Ryan Bailey <ryanb@villageofhartland.wi.gov> Subject: BID meeting Hi Ryan, Do you want me to send you the full minutes from this morning’s meeting or will this be sufficient? President report by Steve Osterndorf, BID President Osterndorf reported that three board members’ terms ended and were up for renewal: Nick Jensen, Bob Wisniewski and Marilyn Haroldson. MOTION made by Pfundtner to renew their terms; seconded by Muenzenberger. MOTION passed unanimously. Stacy Giddings BID Director Hartland Business Improvement District 135 Cottonwood Ave, Hartland WI 53029 Office: 262-367-6560 Cell: 262-646-0499 bid@downtownhartland.com Village of Hartland Administration 210 Cottonwood Ave, Hartland, WI 53029 www.villageofhartland.com C ommittee: Village Board Date:2/10/2026 Village Board Item Number: Date: 2/23/2026 Submitted By: Tom Jenson, DPW Director Subject: Discussion and Consideration to award Water Well Solutions with the budgeted wellhouse work for 2026 Details: The Village of Hartland has budgeted for Well # 3 to have 2 VFD installed for it main deep well and it stripping tower, Well # 4 to have a VFD installed, and Well # 5 to have a rehab and VFD installed. The Village sought proposals from three different firms for this work and the suggested qualified bidder is Water Well solutions for a combined total of $52,626 W ell 5 VFD B EST CASE WORST CASED ifference W ell 3 W ell 4 T otal B est C ase W orst case diference CTW $7,900.00 $22,299.00 $30,199.00 $64,375.00 $34,176.00 $15,274.00 $12,334.00 $57,807.00 M unicipal $18,300.00 $16,750.00 $35,050.00 $83,348.00 $48,298.00 $10,580.00 $6,600.00 $52,230.00 15,611 more W aterwell $7,032.00 $16,279.00 $23,311.00 $55,998.00 $32,687.00 $21,051.00 $8,264.00 $52,626.00 15,611 less Options & Alternatives: Financial Remarks: These funds will be coming out of Budgeted CIP Funds Executive Recommendation: Staff recommends awarding Water Well Solutions for the wellhouse work for a total of $52,626.00 Village of Hartland Administration 210 Cottonwood Ave, Hartland, WI 53029 www.villageofhartland.com Committee: Village Board Date:2/11/2026 Village Board Item Number: Date: 2/23/2026 Submitted By: Tom Jenson, DPW Director Subject: Discussion and Consideration to award the 2026 baseball and softball field work at Nixon and Bark River Park to Century Fence and Midwest Athletic Fields. Details: The Village of Hartland has budget for rehab work at Nixon baseball field and Bark River softball field. Field rehab work has been budgeted in conjunction with replacing the backstop and the first and third base fence line with a 12ft tall fence compared to the existing 8ft tall fence. The purpose for this is to stop stray balls from hitting crowd, which has been an issue in recent years. Village staff sought three proposals for the fencing work in which staff was shocked to see the pricing of fencing drop from recent year projects. the unexpected proposal gave room for the Village to receive optional addition to the proposal for work that would be planned in the upcoming years. These additional items kept the Village under budget for this project and for that reason staff is recommending this additional work. Century Fence provided the lowest proposal for this work at $42,220 at the base line bid and a total of 67,630 with the addition of the outfield fence, gating in front of the scoreboard and adding a gate to the outfield. Midwest Athletic Fields provided the lowest proposal for the field rehab work at Nixon and at Bark River for a total of $23,460 Options & Alternatives: Financial Remarks: This will come out of a specific budgeted account for this work. 105,000 was budgeted Executive Recommendation: Staff recommends awarding the 2026 baseball and softball field work at Nixon and Bark River Park to Century Fence and Midwest Athletic Fields for a total of $91,090.00 Village of Hartland Administration 210 Cottonwood Ave, Hartland, WI 53029 www.villageofhartland.com Committee: Village Board Date:2/12/2026 Village Board Item Number: Date: 2/23/2026 Submitted By: Tom Jenson, DPW Director Subject: Discussion and Consideration to award Hartland Overhead Door Inc for the replacement of 5 Garage Doors at the DPW Shop. Details: The Village has budgeted for the replacement of 5 overhead garage doors. These doors are on the original portion of the shop that was constructed in 1986. Staff sought three different proposals for this work and Hartland Overhead Door Inc came in as the lowest proposal at $69,925.00 Options & Alternatives: Financial Remarks: This will come out of the budgeted funds for these specific garage doors in which $70,000 was budgeted Executive Recommendation: Staff recommends awarding Hartland Overhead Door Inc for the replacement of 5 garage doors at the DPW shop for the sum of $69,925.00 Village of Hartland Administration 210 Cottonwood Ave, Hartland, WI 53029 www.villageofhartland.com Committee: Village Board Date:1/9/2026 Village Board Item Number: Date: 2/23/2026 Submitted By: Tom Jenson, DPW Director Subject: Discussion and Consideration to build and award the Bulk Filling Station purchase to Ferguson Waterworks. Details: The Village sells bulk water to pool filling companies, construction companies, landscape companies, and sewer cleaning companies. The current location for bulk filling is a fire hydrant directly across the street from the DPW’s main entrance at 701 Progress Drive. This location has proven to be difficult for large truck traffic, tankers, nor is it a secure means to sell water. The current process is to take contact information from the buyers and allow the contractor to account for how much water they are using. The contractor then submits this quantity and makes payment to The Village. The Village has found a solution to both of these problems with a bulk filling station that could be located at 570 Progress drive in the shoulder of the road that would allow large tankers and construction companies ample room to get to and from the site. Secondly a POS system would allow credit card transactions or pin accounts to be set up for exact quantity measurements and payments to be made to the Village. The lowest qualified proposal received for the station was from Ferguson Waterworks out of two proposals for the sum of $43,732.00 This is a supplier that the Village has worked with in the past. Options & Alternatives: Financial Remarks: This will be coming out of Budgeted CIP account for this specific project. Executive Recommendation: Staff recommends the building of the Bulk Filling Station and awarding the purchase of the Bulk Filling Station to Ferguson Waterworks for the sum of $43,732.00 Village of Hartland Administration 210 Cottonwood Ave, Hartland, WI 53029 www.villageofhartland.com Committee: Village Board Date:2/16/2026 Village Board Item Number: Date: 2/23/2026 Submitted By: Tom Jenson, DPW Director Subject: Discussion and Consideration to award Visu Sewer for the Village’s sanitary sewer cleaning and televising contract for 2026 Details: The Village of Hartland does sanitary sewer cleaning and televising every year as part of the sewer maintenance. We sought proposals and this year the low bi d was Visu – Sewer Inc. This year’s pricing is 0.42 per LF for sewer cleaning and $1.35 per LF for televising. This is for cleaning a third of the sanitary sewer mains in the village (21.9 miles). The village televises the sewer mains under the streets that will be paved two years prior from paving these roads. Options & Alternatives: Financial Remarks: This will come out of the budgeted funds for this specific contract Executive Recommendation: Staff recommends awarding Visu Sewer for the Village’s sanitary sewer cleaning and televising contract. From: Ann Wallschlager <annw@villageofhartland.wi.gov> Sent: Wednesday, February 18, 2026 3:25 PM To: Ryan Bailey <ryanb@villageofhartland.wi.gov>; Jeffrey Pfannerstill <jeffreyp@villageofhartland.wi.gov> Subject: Chickens Go od afternoon. The village of Hartland has ordinances regulating household pets such as dogs and cats. Citizens are allowed five home pets. However, when it comes to outside restricted species, we do not have limits or very defined guidelines. I would like to have this reviewed by whoever needs to and set limits for chickens, chicken coops, etc.. Thank you, Ann W allschlager Trustee Village of Hartland