Parks, Rec & Forestry Committee Meeting — Agenda Packet

Administrative Offices Municipal Building - 138 East Main Street Mount Horeb, Wisconsin 53572 608.437.6884 | mounthorebwi.info PARKS, RECREATION, AND FORESTRY COMMISSION AGENDA Tuesday, August 25, 2026 at 5:30 PM Municipal Building Board Room 138 E. Main Street Mount Horeb, WI 1) Call to order 2) Roll Call 3) Public Comments on Non-Agenda Items* 4) Consent Agenda a. Consideration of July 28, 2026 Meeting Minutes 5) Agenda Items a. Consider Mount Horeb Recreation Complex Phasing Plan b. Consider 2027-2031 Capital Improvement Plan c. Consider agreement for Mount Horeb Recreation Complex fundraising d. Consider Grundahl Park Concession/Restroom Building Site Plan 6) Reports a. Recreation Director's Report b. Public Services Director's Report 7) Future agenda items 8) Meeting adjournment *Public Comment Policy Members of the public are invited to speak at meetings of all Mount Horeb Public Bodies. To comment, please complete a Public Comment Form at the Meeting Room entrance and submit it to staff before the meeting begins. Comments are limited to three minutes, must be made from the podium, and the speaker must return to the audience after speaking. • Non-agenda item comments are heard at the start of the meeting. Public Body members and staff will not engage in discussion during public comment but may consider topics for future agendas. • Agenda item comments are heard during the relevant item, after the proposers or staff present the item and before Public Body discussion. All public comments on the item will be heard before any discussion by the Public Body. Members of the public will only be allowed to speak outside these public comment times if they are invited by the meeting chair to share additional information requested by the Public Body. If so invited to speak, the member of the public must do so from the podium. Written comments are also welcome. Written comments shall include the name and address of the submitter and should be Page 1 of 31 submitted to the Deputy Treasurer/Governance Coordinator by email at niki.erickson@mounthorebwi.info (subject line: Public Comment Request-Name of Public Body) or delivered by to the Village at: 138 E Main Street, Mount Horeb WI, 53572, ATTN Public Comment Request-Name of Public Body. UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR INFORMATION OR TO REQUEST THIS SERVICE, CONTACT ALYSSA GAFFNEY, CLERK, AT 138 E MAIN STREET, MOUNT HOREB, WI (608) 437-9404. Page 2 of 31 MINUTES PARKS, RECREATION AND FORESTRY COMMISSION July 28, 2026, 5:30 pm, Municipal Building Board Room PRESENT: Kelley, White, Grabe, Adler, Healy, Webber ABSENT: Hogseth OTHERS PRESENT: Gorman – Village of Mount Horeb PUBLIC COMMENTS ON NON-AGENDA ITEMS There were none. CONSIDERATION OF THE JUNE 23, 2026 MEETING MINUTES White moved, Grabe seconded to approve the minutes of the June 23, 2026 meeting minutes. Motion carried. CONSIDER 2027-2031 CAPITAL BUDGET REQUESTS Gorman reviewed his proposed five-year capital improvement plan and reviewed the 2027 capital budget requests in more detail. There was some discussion regarding the condition and age of the aquatic center. PUBLIC COMMENTS: Resident Jason Fendrick spoke on the proposed budget. He was glad to see funding for the Comprehensive Outdoor Recreation Plan in the budget but was surprised and disappointed not to see any funding for the Mount Horeb Recreation Complex. Fendrick explained the need for the park in this community and the amount of public support for the project during the planning process. Gorman reviewed the budget timeline and meeting schedule for approving the budget. He will be meeting with Gabe Altenbernd and Dudley to try to develop a phasing plan for the park and bring more information to the next meeting in August. Healy moved, White seconded to table the budget discussion until August in order to get more information on the phasing costs of the Mount Horeb Recreation Complex. Healy asked Gorman if forestry was being funded adequately and Healy also would like to discuss trails at a future meeting. Motion carried. RECREATION DIRECTOR’S REPORT Dudley provided a written report in her absence. PUBLIC SERVICES DIRECTOR’S REPORT Gorman reviewed his written report. FUTURE AGENDA ITEMS 2017-2021 Capital Improvement Plan Grundahl concession building Page 3 of 31 Mount Horeb Recreation Complex fundraising Discussion on trails Commission guide SET NEXT MEETING DATE AND TIME August 25, 2026 at 5:30pm MEETING ADJOURNMENT Webber moved, White seconded to adjourn at 6:27pm Page 4 of 31 PHASING PLAN LUKKEN PROPERTY 08.20.2026 0 NORTH 100'50' COUNTY HIGHWAY "S" STATE HIGHWAY "78" FRONTAGE ROAD MANOR DRIVE PERMEABLE PARKING LOT (176 STALLS) BUS DROP OFF PLAY AREA w/ CLIMBING WALL LARGE SHELTER w/ RESTROOMS AND CONCESSIONS BENCH (TYP.) BIKE PATH NEIGHBORHOOD CONNECTION LANDSCAPE PLANTINGS (TYP.) DECIDUOUS TREE (TYP.) RECREATION CENTER PARKING (70 STALLS) (PHASE II) SMALL SHELTER SMALL SHELTER AND STORAGE BUILDING PERMEABLE PAVER PARKING LOT (55 STALLS) STAIRS (TYP.) RECREATION CENTER (PHASE II) PROPOSED PROPERTY LINE (17) (25) 46 TOTAL ACRES RECREATION CENTER (PHASE II) ORNAMENTAL FENCE SMALL SHELTER SPECTATOR SEATING (TYP.) (30) (18)(19)(25) (14) (15) EVERGREEN TREE (TYP.) PLAY NOOK PLAY NOOK BASEBALL/SOFTBALL FIELD: - 70' BASELINE - 225' OUTFIELD - OUTFIELD FENCING - SPORTS NETTING - SPORTS LIGHTING (FUTURE) - FOUL POLES - SCOREBOARD - ADJUSTABLE BASE PINS BASEBALL/SOFTBALL FIELD: - 90' BASELINE - 350' OUTFIELD - OUTFIELD FENCING - SPORTS NETTING - SPORTS LIGHTING (FUTURE) - FOUL POLES - SCOREBOARD - ADJUSTABLE BASE PINS TIERED SPECTATOR SEATING (TYP.) TIERED SPECTATOR SEATING (TYP.) SOCCER FIELD U16: - 330' X 210' - SPORTS LIGHTING (FUTURE) - SCOREBOARD FOOTBALL FIELD: - 360' x 160' - SPORTS LIGHTING (FUTURE) - SCOREBOARD FOOTBALL FIELD: - 360' x 160' - SPORTS LIGHTING (FUTURE) - SCOREBOARD PEDESTRIAN AND MAINTENANCE ROUTE DECIDUOUS TREE (TYP.) BOLLAND BIKE PATH CONNECTION TO FUTURE DEVELOPMENT AND MILITARY RIDGE TRAIL SOCCER FIELD U12: - 210' X 135' - SPORTS LIGHTING (FUTURE) - SCOREBOARD DRIVE ENTRANCE (19) (18) (14) (16) SMALL SHELTER BASKETBALL COURT STORMWATER BASIN PLACEHOLDER (FINAL DESIGN TO BE PART OF FUTURE DETAILED PLANS) BIKE PATH PHASE 2 PHASE 1 PHASE 1 PHASE 3 Page 5 of 31 8/19/2026 Lukken Property Master Plan 1 General Conditions, Site Preparation & Removals $480,750.00 2 $546,750.00 3 $406,825.00 4 $562,280.00 5 $390,000.00 6 $2,236,890.00 7 Basketball Court Development $38,282.00 8 Soccer Field Development $42,500.00 9 Shelters / Restroom Building / Structures $445,000.00 10 $75,300.00 11 $116,000.00 12 $156,500.00 Total: $5,497,077.00 20% Contingency $1,099,415.40 Project Total: $6,596,492.40 A/E/Permitting Fees $527,719.39 Grand Total: $7,124,211.79 1 General Conditions, Site Preparation & Removals $369,980.00 2 $1,553,150.00 3 $1,530,150.00 4 $378,390.00 5 $20,000.00 Phase 1: Opinion of Probable Construction Costs Site Grading, Excavation & Drainage Pavement (Concrete, asphalt, curb, stairs, etc.) Creative Play Area & Surfacing Site Electrical & Plumbing Driveways & Parking Lots Site Furnishings Landscape Plantings Turf Restoration Phase 2: Opinion of Probable Construction Costs Site Grading, Excavation & Drainage Pavement (Concrete, asphalt, curb, stairs, etc.) Play Nooks & Surfacing Site Electrical & Plumbing JSD Professional Services, Inc. 1400 E Touhy Ave, Suite 215 Des Plaines, IL 60018 312-644-3379 Page 6 of 31 6 Ballfield Development $1,306,055.00 7 Football / Soccer Field Development $395,700.00 8 Shelters / Restroom Building / Structures $200,000.00 9 $58,700.00 10 $10,475.00 11 $708,000.00 Total: $6,530,600.00 20% Contingency $1,306,120.00 Project Total: $7,836,720.00 A/E/Permitting Fees $626,937.60 Grand Total: $8,463,657.60 1 General Conditions, Site Preparation & Removals $83,470.00 2 $367,050.00 3 $155,705.00 4 $581,340.00 5 $8,650.00 6 $82,000.00 Total: $1,278,215.00 20% Contingency $255,643.00 Project Total: $1,533,858.00 A/E/Permitting Fees $122,708.64 Grand Total: $1,656,566.64 Site Grading, Excavation & Drainage Pavement (Concrete, asphalt, curb, stairs, etc.) Driveways & Parking Lots *Phase 3 Opinion of Probable Construction Cost excludes all building-related costs, including, but not limited to, structural, architectural, mechanical, electrical, plumbing, sanitary, and fire protection systems. Site Furnishings Landscape Plantings Turf Restoration Phase 3: Opinion of Probable Construction Costs Landscape Plantings Turf Restoration JSD Professional Services, Inc. 1400 E Touhy Ave, Suite 215 Des Plaines, IL 60018 312-644-3379 Page 7 of 31 Agenda Item Report Park/Recreation/Forestry Commission: Tuesday, August 25, 2026 Agenda Items: Consider 2027-2031 Capital Improvement Plan Recommendation Background Financial Impact Attachments Prepared By 1. capital improvement plan PARKS 27.31 2. capital requests PRF 27 Page 8 of 31 Mount Horeb Public Services Dept. Capital Improvement Plan - Parks, Recreation and Forestry Commission 2027-2031 ITEM 2026 2027 2028 2029 2030 2031 Update Comp. Outdoor Recreation Plan 30,000 Playground equipment replacement-Himsel Park 100,000 Purchase wide area mower (11') 70,000 Aquatic Center Improvements: -Replace shingles 25,000 -Paint bathhouse floors 10,000 -Plumbing repairs/valve replacements ?? -Replace rusty metal doors & frames - chemical rooms 12,000 -Resurface waterslide 26,000 -Replace one 6' lifeguard stand 5,000 -Replace robot vacuum 5,000 -Bathhouse exterior staining 7,500 Playground equipment replacement-Lions 100,000 Waltz Park shelter exterior staining 5,000 Replace 2019 Kubota utility vehicle 15,000 Playground equipment replacement-Foster Park 74,000 Pool painting - Wading/Plunge pools 12,000 Liberty shelter - prep and restain all wood 5,000 Waltz Park - Replace park sign 5,000 Waltz shelter - replace roof 15,000 Grundahl Park ball diamond shelter/storage 417,000 Grundahl Park ball diamond improvements 20,000 Replace 2020 Ford F450 chipper truck 85,000 Replace 2021 Ford F350 w/ plow and salt spreader 100,000 Tennis Court maint. 3,000 60,000 Mount Horeb Recreation Complex TBD TBD TBD TBD TBD TOTALS 528,000 258,000 137,500 38,000 85,000 160,000 Page 9 of 31 Village of Mount Horeb Public Services Department 138 E Main St Mount Horeb, WI 53572 Phone (608) 437-3351/Fax (608) 437-3190 www.mounthorebwi.info 2027 CAPITAL BUDGET REQUESTS PARKS, RECREATION AND FORESTRY COMMISSION UPDATE THE COMPREHENSIVE OUTDOOR RECREATION PLAN $30,000 Our previous CORP expired in 2025. In the past, this has been a very helpful planning document for park development and upgrades. This is especially important with the Mount Horeb Recreation Complex future development. PLAYGROUND EQUIPMENT REPLACEMENT – HIMSEL PARK $100,000 The existing playground equipment is 30 years old and is in need of replacement. PURCHASE 11’ WIDE-AREA MOWER $70,000 We would like to purchase this equipment to be more efficient and lower the time that it takes to mow our park areas. We have a difficult time keeping up with our parks mowing. We mow approximately 40 acres of turf. WALTZ PARK SHELTER POWER WASHING AND STAINING $5,000 The wood trim, fascia and roof decking are in need of staining MOUNT HOREB RECREATION COMPLEX TBD AQUATIC CENTER IMPROVEMENTS: 1. RESTORATION OF WATERSLIDE $26,000 The gelcoat is starting to flake and chip. Fischer Brothers did an in-season repair this year but full restoration of the inside of the flume is needed prior to next season. 2. PAINT BATHHOUSE FLOORS $10,000 The floors are in need of painting. An epoxy paint is necessary due to the wet floors and showers. 3. PLUMBING REPAIRS $6,500 There are some unions and valves that are rusty and in need of replacement. These are mostly in the basement mechanical room. 4. REPLACE RUSTY DOORS AND FRAMES $12,000 There are three doors and frames for the two chemical storage rooms that are very rusty. Price includes removal, install and all hardware. 5. REPLACE ONE LIFEGUARD STAND $5,000 Dudley would like to replace the 6’ lifeguard stand near the shallow end. Page 10 of 31 Page 11 of 31 Agenda Item Report Park/Recreation/Forestry Commission: Tuesday, August 25, 2026 Agenda Items: Consider agreement for Mount Horeb Recreation Complex fundraising Recommendation Background Financial Impact Attachments Prepared By 1. Fundraising Professional Services Agreement Page 12 of 31 1 Administrative Offices Municipal Building - 138 East Main Street Mount Horeb, Wisconsin 53572 608.437.6884 | mounthorebwi.info Professional Services Agreement This Professional Services Agreement (“Agreement”) is entered into as of November 1, 2026 (“Effective Date”) by and between the Village of Mount Horeb, Wisconsin, a Wisconsin municipal corporation, with principal offices at 138 East Main Street., Mount Horeb, WI 53572 (“Village”) and LaCoona Consulting, LLC, with principal offices at 1035 Kamla Ct., Platteville, WI 53818 (“LaCoona”). 1. Background and Purpose The Village is undertaking a roughly $12.5 million capital improvement project for the design and construction of an Outdoor Sport Complex in Mount Horeb, Wisconsin (“Project”). 2. Scope of Services LaCoona agrees to provide professional fundraising development services to secure $6.5 million in philanthropic contributions toward the project. Professional Fundraising Services shall include: 1. Develop a comprehensive fundraising plan, including timelines, donor segmentation, and solicitation strategies. 2. Identify, cultivate, solicit, and steward prospective donors, including individuals, corporations, foundations, and public funding sources. 3. Coordinate campaign events, donor recognition programs, and public relations efforts related to fundraising, including social media and website. 4. Maintain accurate donor records and provide regular progress reports. 5. Collaborate with Village boards, staff, and volunteers to maximize fundraising effectiveness. 3. Term and Termination This Agreement shall commence on November 1, 2026 and continue until July 31, 2030, unless fundraising goals are met before the deadline, or if Agreement is terminated earlier in accordance with Section 11. This Agreement may be extended beyond July 31, 2030 if mutually agreed upon by both parties. Either party may terminate this Agreement without cause with sixty (60) days’ written notice. LaCoona shall be compensated for actual contributions made to the Village before the termination date. 4. Compensation 1. Fee Structure: LaCoona shall be compensated at five percent (5%) of the total funds raised, calculated based upon actual contributions made to the Village. For avoidance of doubt, while Page 13 of 31 2 Administrative Offices Municipal Building - 138 East Main Street Mount Horeb, Wisconsin 53572 608.437.6884 | mounthorebwi.info third parties may sign commitments indicating that a donation to the Project will be made, a contribution shall not be considered an actual contribution under this Section 4.1. until the Village receives the actual funds. For avoidance of doubt, any payments made by the Village to LaCoona under this Agreement shall only come from actual contributions made to the Village under this Agreement. The Village shall not be obligated to make any payments to LaCoona under its general fund or any other municipal funding sources. 2. Funds returned to Village: Twenty percent (20%) of the total fees paid to Contractor under this Agreement will be returned to the Village by LaCoona to help fund the Project. The payment to be paid by LaCoona to the Village under this subsection 2, shall b e made within thirty (30) days after this Agreement ends or is terminated for any reason. To the extent LaCoona seeks to make the payment as a charitable contribution to the Village and the Project, the Village agrees to complete any standard documents necessary to confirm the charitable contribution. 3. Fundraising before December 31, 2026: LaCoona agrees that fundraised cash received before December 31, 2026, or signed commitments received before December 31, 2026, will be exempt from the compensation and fee structure contained in this Agreement and, specifically, Section 4. 4. Payment Schedule: Payments to LaCoona shall be made quarterly, within thirty (30) days after the end of each quarter, based on verified contributions received. 5. Expenses The Village shall reimburse LaCoona for pre-approved, reasonable out-of-pocket expenses directly related to campaign activities, including travel, printing, and event costs, upon submission of receipts to the Finance Department. These expenses are considered part of the maximum $325,000 Compensation total and are not additional fees. To the extent the Village reimburses LaCoona under this Section 5, the payment from the Village to LaCoona shall only be made from the account identified in Section 8 below, and the subsequent quarterly payment to be made to the Village under Section 4.4. shall be reduced by the amount of the most recent payment under this Section 5. 6. Reports • Monthly Reports: LaCoona shall provide written updates detailing donor contracts, solicitations, pledges, and funds received. • Quarterly Reviews: the Village and LaCoona shall meet quarterly to review progress, adjust strategies, and address challenges. Page 14 of 31 3 Administrative Offices Municipal Building - 138 East Main Street Mount Horeb, Wisconsin 53572 608.437.6884 | mounthorebwi.info 7. Donor Exclusivity During this term of this Agreement, LaCoona shall not solicit donations for any other project in direct competition with the Village’s fundraising campaign within a 25-mile radius of Mount Horeb, WI, without prior written consent. 8. Fundraising Amount The Village will open a bank account where all funds raised under this Agreement will be deposited. This account will be segregated from any other Village accounts. Expenses related to this Agreement will be paid by the Village from this account. 9. Ownership of Materials All campaign materials, donor lists, and related documents created by LaCoona in connection with this Agreement shall be the property of the Village upon payment of all amounts due. Notwithstanding the preceding sentence, all documents and records created or otherwise generated under this Agreement shall be subject to the Wisconsin Public Records Law and LaCoona agrees to work with the Village in a reasonable manner to respond to any public records requests. 10. Independent Contractor Status LaCoona is an independent contractor and not an employee, partner, or agent of the Village. LaCoona shall be solely responsible for all taxes, withholdings, and other statutory obligations related to compensation paid to LaCoona under this Agreement. 11. Notices All notices required or permitted under this Agreement shall be in writing and sent to the respective addresses of the Parties as set forth above. IN WITNESS WHEREOF , the Parties have executed this Agreement as of the Effective Date. Village of Mount Horeb, WI: LaCoona Consulting, LLC ___________________________________ ___________________________ Gabriel C. Altenbernd Dennis R. Cooley Village Administrator Owner ___________________ ___________________ Date Date Page 15 of 31 Agenda Item Report Park/Recreation/Forestry Commission: Tuesday, August 25, 2026 Agenda Items: Consider Grundahl Park Concession/Restroom Building Site Plan Recommendation Background The attached site plan will be reviewed at the Plan Commission meeting on August 26. The Parks, Recreation and Forestry Commission has already agreed on the building plans and the site plans in general. I would like a recommendation of the site plan to go to the Plan Commission and I would like to decide on exterior siding and roof colors so the Plan Commission can review those as well. My recommendation is "burnished slate" or "charcoal" color siding with black wainscoting, trim and roof. Financial Impact $417,000 has been budgeted by the Village in 2026, with $50,000 coming from the Park Development Fund, resulting in capital borrowing of $367,000. The Village is hoping to reduce the capital borrowing substantially with donations from the Summer Frolic Committee, Youth Baseball Association, other public donations and donated contractual labor. Attachments Prepared By Jeff Gorman, Public Services Director 1. 261616_Civil Design (002) 2. Grundahl Park Site Plan Staff Report 8.26.26 3. Graber-Supply-Metal-Color-Chart-PDF Page 16 of 31 XXXXX XXXXXXXX XXXXX XXXXXXXXXX XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXX EMEBM-1 STMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTMSTMSTM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE BM-3 BM-218.0'9.9' R15.0'R6.0'R6.0' 29.1' MATCH 5.0' 5.0'10.0' 18.0' 10.2' GRUNDAHL PARK CONCESSIONSVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C100 GENERAL NOTES LEGEND (PROPOSED) PROPOSEDBUILDING1,961 SF S BLUE MOUNDS STREET 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 4, 2026. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS. PROPOSED PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINTROOF OVERHANGASPHALT PAVEMENTCONCRETE PAVEMENTDISTURBANCE LIMITSSAWCUT LIMITS BENCHMARK TABLEBM - 1BM - 2BM - #ELEVATIONDESCRIPTION BM - 31167.461158.951158.70CROSS CUT IN CURB AT THE SOUTH END OF THE STREET PARKING AREACROSS CUT IN CURB ON NORTH END OF THE PARKING LOT, SOUTH OF THE EXISTING SHELTERCROSS CUT IN CURB ON SOUTH SIDE OF THE NORTH PARKING LOT ENTRANCE COVERED SHELTER AREA. REFERTO ARCHITECTURAL PLANS FORSTRUCTURAL DETAILS. PAVEMENT SECTION (ASPHALT PAVEMENT):3" ASPHALT (WDOT SECTION 460, TABLE 460-1) OVER8" CRUSHED STONE (WDOT SECTION 301 AND 305). PAVEMENT SECTION (CONCRETE APRON):5" CONCRETE OVER 4" CRUSHED STONE . PAVEMENT SECTION (CONCRETE APRON):5" CONCRETE OVER 4" CRUSHED STONE . Page 17 of 31 1159.82 1160.45 1160.00 1160.20 1159.95 1159.92 1160.01 1160.05 1160.39 1160.55 1160.25 1160.19 1160.17 1160.07 1160.19 1160.28 1160.34 1160.34 1160.38 1160.49 1160.82 1160.66 1160.57 1160.55 1160.47 1160.39 1160.26 1160.43 1160.69 1160.76 1160.69 1160.79 1160.92 1161.04 1161.27 1161.17 1161.13 1161.11 1161.12 1161.07 1160.86 1160.95 1161.42 1161.33 1161.41 1161.41 1161.47 1161.45 1161.76 1161.73 1161.651161.05 1158.241159.15 1159.73 1159.631159.48 1158.30 1158.56 1158.74 1158.96 XXXXX XXXXXXXX XXXXX XXXXXXXXXX XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXX EMEBM-1 E E E E E E E E E E E E EEEEE EE E EE E E E E E E WAT WAT WATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM WATWAT WATWATWATWATWATWATWAT SANSANSANSAN SANSANSANSANSANSAN SANSANSANSAN SANSANSAN E EEEE E E E E E E E E E E E E E E E E E E E E E E E STMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTMSTMSTM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE BM-3 BM-2 11581158 1159 1159 1160 1160 1161 1161 1162 116211631164116511661167 1160 1160 1161 E E E E E E E E GRUNDAHL PARK CONCESSIONSVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C101 GENERAL NOTES LEGEND (PROPOSED) 1.THIS PLAN INDICATES ITEMS ON THE SITE, NOT INCLUDING INTERNAL BUILDING DEMOLITION,INTENDED FOR DEMOLITION BASED ON THE CURRENT SITE DESIGN THAT HAVE BEEN IDENTIFIED BY AREASONABLE OBSERVATION OF THE EXISTING CONDITIONS THROUGH FIELD SURVEYRECONNAISSANCE (BY OTHERS), "DIGGER'S HOTLINE" LOCATION, AND GENERAL "STANDARD OF CARE".THERE MAY BE ADDITIONAL ITEMS THAT CAN NOT BE IDENTIFIED BY A REASONABLE ABOVE GROUNDOBSERVATION, WHERE NOT INCLUDED WITHIN THE FIELD SURVEY, OF WHICH THE ENGINEER WOULDHAVE NO KNOWLEDGE OR MAY BE A PART OF ANOTHER DESIGN DISCIPLINE. IT IS THE CONTRACTOR'S/ BIDDER'S RESPONSIBILITY TO REVIEW THE PLANS, INSPECT THE SITE AND PROVIDE HIS OWN DUEDILIGENCE TO INCLUDE IN HIS BID WHAT ADDITIONAL ITEMS, IN HIS OPINION, MAY BE NECESSARY FORDEMOLITION. ANY ADDITIONAL ITEMS IDENTIFIED BY THE CONTRACTOR / BIDDER SHALL BEIDENTIFIED IN THE BID AND REPORTED TO THE OWNER AND ENGINEER OF RECORD. WYSERENGINEERING TAKES NO RESPONSIBILITY FOR ITEMS ON THE PROPERTY THAT COULD NOT BELOCATED BY A REASONABLE OBSERVATION OF THE PROPERTY OR OF WHICH THEY WOULD HAVE NOKNOWLEDGE.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:2.1.EXAMINING ALL SITE CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THE ENGINEERINGDRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER ANDRESOLVED PRIOR TO THE START OF CONSTRUCTION.2.2.VERIFYING UTILITY ELEVATIONS AND NOTIFYING OWNER AND ENGINEER OR ANY DISCREPANCIES.NO WORK SHALL BE PERFORMED UNTIL THE DISCREPANCIES ARE RESOLVED.2.3.NOTIFYING ALL UTILITIES PRIOR TO THE REMOVAL OF ANY UNDERGROUND UTILITIES.2.4.NOTIFYING THE OWNER, DESIGN ENGINEER AND LOCAL CONTROLLING MUNICIPALITY 48 HOURSPRIOR TO THE START OF CONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTIONINSPECTION.3.CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY DURING THE CONSTRUCTION OF THESEIMPROVEMENTS.4.CONTRACTOR SHALL KEEP ALL STREETS AND ADJOINING SHARED ACCESS ROADWAYS FREE ANDCLEAR OF ALL CONSTRUCTION RELATED DIRT, DUST AND DEBRIS.5.ALL TREES WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED UNLESS SPECIFICALLY CALLEDOUT FOR PROTECTION. ALL TREES TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY. STUMPSSHALL BE GROUND TO PROPOSED SUBGRADE.6.PERFORM TREE PRUNING IN ALL LOCATIONS WHERE PROPOSED PAVEMENT AND / OR UTILITYINSTALLATION ENCROACH WITHIN THE EXISTING DRIP LINE OF THE TREES TO REMAIN. ALL TRENCHINGWITHIN THE EXISTING DRIP LINE OF THE TREES TO REMAIN SHALL BE DONE RADIALLY AWAY FROMTHE TRUNK IF ROOTS IN EXCESS OF 1" DIAMETER ARE EXPOSED. ROOTS MUST BE CUT BY REPUTABLETREE PRUNING SERVICE PRIOR TO ANY TRANSVERSE TRENCHING.7.ALL LIGHT POLES TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING BASE AND ALLAPPURTENANCES. SALVAGE FOR RELOCATION. COORDINATE RELOCATION AND / OR ABANDONMENTOF ALL ELECTRIC LINES WITH ELECTRICAL ENGINEER AND OWNER PRIOR TO DEMOLITION.8.CONTRACTOR SHALL COORDINATE PRIVATE UTILITY REMOVAL / ABANDONMENT AND NECESSARYRELOCATIONS WITH RESPECTIVE UTILITY COMPANY. COORDINATION REQUIRED PRIOR TOCONSTRUCTION.9.ABANDONED / REMOVED ITEMS SHALL BE DISPOSED OF OFF SITE UNLESS OTHERWISE NOTED.10.THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPENOVERNIGHT AS REQUIRED.11.CONTRACTOR TO REMOVE EXISTING UTILITY PIPE AND BACKFILL WITH SELECT FILL OR PROVIDE PIPEBACK-FILLING WITHIN BUILDING FOOTPRINT USING "LOW DENSITY CONCRETE / FLOWABLE FILL".12.GRANULAR BACKFILL MATERIALS ARE REQUIRED FOR FILL UNDER PROPOSED PAVED AREAS.13.RESTORATION OF THE EXISTING RIGHT-OF-WAYS AS NEEDED ARE CONSIDERED INCIDENTAL ANDSHOULD BE PART OF THE COST OF THE UNDERGROUND IMPROVEMENTS, DEMOLITION AND REMOVAL.THIS INCLUDES, BUT IS NOT LIMITED TO, CURB & GUTTER, SIDEWALK, TOPSOIL, SEEDING ANDMULCHING.14.ANY SANITARY SEWER, SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORM SEWER,OR OTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BE REPAIRED TO THEOWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. DEMOLITION NOTES SUBJECT PARCEL PROPERTY LINECONSTRUCTION LIMIT LINENEW BUILDING (FOR REFERENCE)SAWCUT LIMITSFULL SECTION ASPHALT REMOVAL AREACONCRETE REMOVAL AREAUTILITY REMOVALTREE REMOVAL PROJECT LIMITS. REMOVE EXISTINGASPHALT PAVEMENT UP TO THEEXISTING BACK OF CURB.PROJECT LIMITS.SAWCUT EXISTINGCONCRETE CURB HEAD. PROJECT LIMITS. SAWCUTASPHALT IN A CLEANSTRAIGHT LINE. 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 4, 2026. WYSER ENGINEERING SHALL NOTBE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUSOR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS,GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THE BENCHMARKSSHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTORASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THEVILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THEOWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT INDISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION ORREDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTSSHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARD SPECIFICATIONS.PROPOSEDBUILDINGFOR REFERENCE S BLUE MOUNDS STREETEXISTING WATER FOUNTAINAND WATER MANHOLE TO BEREMOVED IN THEIR ENTIRETY.REFER TO SHEET C300 FORPROPOSED WATER ROUTING. EXISTING LIGHT POLE IN THISAREA TO REMAIN PROTECTEDDURING CONSTRUCTION. EXISTING 6" TREE IN THIS AREA TO BEPROTECTED DURING CONSTRUCTION.NO CONSTRUCTION SHALL BE PARKEDIN THE TREE DRIPLINE. EXISTING FOUL BALL NETTINGPOST TO REMAIN PROTECTEDDURING CONSTRUCTION. EXISTING BUILDING AND ADJACENTCONCRETE PAVEMENT TO BEREMOVED IN THEIR ENTIRETY. REMOVAL ALL ASPHALT PAVEMENTWITHIN PROJECT LIMITS. REFER TOC100 FOR NEW ASPHALT LIMITS,AND C200 FOR PROPOSED GRADING. EXISTING SANITARY SEWER SERVICETO REMAIN PROTECTED DURINGDEMOLITION. REFER TO SHEET C300FOR PROPOSED BUILDINGCONNECTION INFORMATION. Page 18 of 31 1159.82 1160.45 1160.00 1160.20 1159.95 1159.92 1160.01 1160.05 1160.39 1160.79 1160.55 1160.25 1160.19 1160.17 1160.07 1160.19 1160.28 1160.34 1160.34 1160.38 1160.49 1160.71 1160.82 1160.66 1160.57 1160.55 1160.47 1160.39 1160.26 1160.43 1160.69 1160.76 1160.69 1160.79 1160.92 1161.04 1161.13 1161.27 1161.17 1161.13 1161.11 1161.12 1161.07 1160.86 1160.95 1161.42 1161.33 1161.41 1161.41 1161.47 1161.45 1161.76 1161.73 1161.651161.05 1158.241159.15 1159.73 1159.631159.48 1158.30 1158.56 1158.74 1158.96 1159.07 XXXXX XXXXXXXX XXXXX XXXXXXXXXX XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXX EMEBM-1 E E E E E EEEEE E WAT WAT WATWATWATWAT WATWATWATWAT WATWATWATWATWATWATWAT COMM COMM COMM WATWAT WATWATWAT SANSANSANSAN SANSANSANSANSANSAN SANSANSANSAN SANSANSANE E E E E E E E E E E E E E E STMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTMSTMSTM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE BM-3 BM-2 11581158 1159 1159 1160 1160 1161 1161 1162 116211631164116511661167 1160 1160 1161 E E E E E WATWATWAT E E E EWATWATWAT WAT WATE E E E E E E E E E E EE E COMMCOMM COMM COMM SANSAN STMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTM E E11651164116311621161 1161 1160 1159 1159 1160 1160 1159 11591158 11601160 1160 1160 1160 11602.0% 2.0% 3.5% 2.0% 2.0% 8.8% 6.4% 4.66% 1.8% 4.5% 2.7% 6.4% 5.1% 2.0% 2.0% 0.5% 1.0% 1.0%2.3% 2.8% 8.8% 7.4% 1.0% 1.1% 1160.05 EC1160.05 EP 1160.25 FFE 1160.25 FFE 1160.25 FFE 1160.25 FFE1158.00 RIM 1158.39 BCMATCH1157.98 FLMATCH1157.83 FLMATCH 1157.98 BCMATCH 1158.22 BCMATCH 1160.05 EC1160.05 EP 1160.07 EC1160.07 EP 1160.07 EC1160.07 EP 1159.90 EC 1160.56 EPMATCH 1160.10 EPMATCH1159.72 EPMATCH 1159.59 EPMATCH 1158.80 EPMATCH 1159.47 RIM 1159.46 FG 1159.10 FG 1158.49 FG 1159.72 EPMATCH 1158.84 FG1158.28 EPMATCH 1158.50 RIM 1160.14 EC 1159.85 EC 1159.01 BCMATCH1158.50 FLMATCH 1158.36 FLMATCH1158.83 BCMATCH 1160.15 EC 1159.33 FG 1159.33 FG 1160.15 EC GRUNDAHL PARK CONCESSIONSVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C200 PROPOSEDBUILDINGFFE = 1160.25 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINTROOF OVERHANGASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT SOCKINLET PROTECTIONSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROWCLASS I TYPE B EROSION MATTING LEGEND (PROPOSED) 1181.25 EP 11811180 GENERAL NOTES STM 1.0% SILT SOCK OR EQUAL PERIMETERSEDIMENT CONTROL PER WDNRTECHNICAL STANDARD 1056.REFER TO INSTALLATION DETAILON SHEET C400.STONE TRACKING PAD (MIN. 50' LONG AND12" DEEP BY USE OF 3" CLEAR STONE) INTHIS AREA PER WDNR TECHNICALSTANDARD 1057. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION TRAFFIC MEETSTHE EXISTING PAVED DEVELOPMENT AREA. TYPE D INLET PROTECTION PER WDNRTECHNICAL STANDARD 1060, TYP.INSTALL AT ANY LOCATION WHERECONSTRUCTION RUNOFF DRAINS INTOTHE STORM SEWER SYSTEM. TEMPORARY CONCRETEWASHOUT LOCATION. REFERTO SHEET C400 FOR DETAILSAND NOTES NOTE:SPOT GRADES ARE AS FOLLOWS: FFE - FINISHED FLOOR GRADE EP - EDGE OF ASPHALT PAVEMENT EC - EDGE OF CONCRETE PAVEMENT BC - BACK OF CURB FL - FLOW LINE OF CURB FG - FINISH GRADE 1.POST MUNICIPAL EROSION CONTROL PERMITS ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVECEASED, THE SITE IS STABILIZED, AND A NOTICE OF TERMINATION IS FILED WITH THE MUNICIPALITY.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.ENGINEER / VILLAGE OF MOUNT HOREB / DANE COUNTY LAND AND WATER RESOURCES HAS THE RIGHT TOREQUIRE CONTRACTOR TO IMPLEMENT ADDITIONAL EROSION CONTROL MEASURES ASNECESSARY.CONTRACTOR MUST NOTIFY THE VILLAGE OF MOUNT HOREB BUILDING INSPECTOR TWO (2)WORKING DAYS IN ADVANCE OF ANY SOIL DISTURBANCE ACTIVITIES.4.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE MUNICIPALITY AT LEAST 5 DAYS PRIOR TO FIELDIMPLEMENTATION.5.THE SITE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN24 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKETHEM AVAILABLE UPON REQUEST.6.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREAHAS BEEN STABILIZED.7.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZELAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, ANDPRESERVE TOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AThttp://dnr.wi.gov/topic/stormwater/standards/const_standards.html. 9.INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANYLAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD STONETRACKING PAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).10.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/ORIMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLETPROTECTION FOR CONSTRUCTION SITES #1060 AND DANE COUNTY REQUIREMENTS FOR FRAMED INLET PROTECTION.11.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARYGRADING FOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSIONCONTROL #1067.12.PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUNDWATERDEWATERING IS SUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR HIGH CAPACITY WELL APPROVAL IFCUMULATIVE PUMP CAPACITY IS 70 GPM OR MORE.13.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. PERFORM DEWATERINGOF ACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DE-WATERING #1061.14.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROMBEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALFOF THE FENCE AND/OR BARRIER HEIGHT.15.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. LOCATE, INSTALL, AND MAINTAIN DITCHCHECKS PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062.16.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTUREDPERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.17.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHERPERIMETER CONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.18.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEENSEPTEMBER 15 AND OCTOBER 15: STABILIZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTERWHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE OCTOBER 15 THROUGH COLDWEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.19.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.20.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTSBEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE AUTHORITIES WITH JURISDICTION. SEPARATESWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.21.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ONCONSTRUCTION SITES # 1068.22.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANINGWASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFFINTO THE RECEIVING CHANNEL.23.COORDINATE WITH THE AUTHORITIES WITH JURISDICTION TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATETHE ANTICIPATED OR LIKELY DISPOSAL LOCATIONS FOR ANY EXCAVATED SOILS OR CONSTRUCTION DEBRIS THATWILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETERSEDIMENT CONTROL MEASURES (SUCH AS SILT FENCE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS).24.FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS CLASS I TYPE B EROSIONCONTROL MATTING. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.25.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS, PROVIDE CLASS II TYPE B EROSION CONTROLMATTING UNLESS OTHERWISE SPECIFIED ON THE PLAN. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARDCHANNEL EROSION MAT #1053.26.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBEDAREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.27.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE WDNR REMEDIATION AND WASTEMANAGEMENT REQUIREMENTS FOR HANDLING AND DISPOSING OF CONTAMINATED MATERIALS. SITE-SPECIFICINFORMATION FOR AREAS WITH KNOWN OR SUSPECTED SOIL AND/OR GROUNDWATER CONTAMINATION CAN BEFOUND ON WDNR'S BUREAU OF REMEDIATION AND REDEVELOPMENT RACKING SYSTEM (BRRTS) PUBLIC DATABASEAT: http://dnr.wi.gov/botw/28.INSTALL AND MAINTAIN A CONCRETE WASHOUT BASIN PER EPA 833-F-11-006:https://www3.epa.gov/npdes/pubs/concretewashout.pdf. REQUIRE USE BY ALL CONCRETE CONTRACTORS. LIQUID MAY BEREUSED IN CONCRETE MIXING, EVAPORATED, OR DISPOSED OF AS WASTEWATER. CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYEDBY WYSER ENGINEERING ON THE WEEK OF MAY 4, 2026. WYSER ENGINEERING SHALL NOT BE HELDRESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS ORINCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERALDRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THE BENCHMARKS SHALLBE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISKASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE VILLAGE'SLAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THEOWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARYACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION ORREDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALL BEIN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARD SPECIFICATIONS. S BLUE MOUNDS STREET BENCHMARK TABLEBM - 1BM - 2BM - #ELEVATIONDESCRIPTION BM - 31167.461158.951158.70CROSS CUT IN CURB AT THE SOUTH END OF THE STREET PARKING AREACROSS CUT IN CURB ON NORTH END OF THE PARKING LOT, SOUTH OF THE EXISTING SHELTERCROSS CUT IN CURB ON SOUTH SIDE OF THE NORTH PARKING LOT ENTRANCE PROPOSED 0.5-FOOT DEEP BY2-FOOT WIDE SWALE WITH 1.7%SLOPE TO DIRECT WATERAROUND PROPOSED BUILDING. SILT SOCK (OR EQUAL) TO BE INSTALLEDONCE FINAL GRADE HAS BEEN REACHEDPER DNR TECHNICAL STANDARD 1056.SILT SOCK TO REMAIN IN PLACE UNTILVEGETATING IS FULLY ESTABLISHED. Page 19 of 31 1159.82 1160.45 1160.00 1160.20 1159.95 1159.92 1160.01 1160.05 1160.39 1160.79 1160.55 1160.25 1160.19 1160.17 1160.07 1160.19 1160.28 1160.34 1160.34 1160.38 1160.49 1160.71 1160.82 1160.66 1160.57 1160.55 1160.47 1160.39 1160.26 1160.43 1160.69 1160.76 1160.69 1160.79 1160.92 1161.04 1161.13 1161.27 1161.17 1161.13 1161.11 1161.12 1161.07 1160.86 1160.95 1161.42 1161.33 1161.41 1161.41 1161.47 1161.45 1161.76 1161.73 1161.651161.05 1158.241159.15 1159.73 1159.631159.48 1158.30 1158.56 1158.74 1158.96 1159.07 XXXXX XXXXXXXX XXXXX XXXXXXXXXX XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXX EMEBM-1 E E E E E EEEEE E WAT WAT WATWATWATWAT WATWATWATWAT WATWATWATWATWATWATWAT COMM COMM COMM WATWAT WATWATWAT SANSANSANSAN SANSANSANSANSANSAN SANSANSANSAN SANSANSANE E E E E E E E E E E E E E E STMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTMSTMSTM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE BM-3 BM-2 11581158 1159 1159 1160 1160 1161 1161 1162 116211631164116511661167 1160 1160 1161 E E E E E WATWATWAT E E E EWATWATWAT WAT WATE E E E E E E E E E E EE E COMMCOMM COMM COMM SANSAN STMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTM E E GRUNDAHL PARK CONCESSIONSVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C300 LEGEND (PROPOSED) GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS INFIELD.2.LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARYSLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATERAND STORM LATERALS AND CHECK ALL UTILITY CROSSINGS FOR CONFLICTS.4.THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERINGPLANS DESIGNED TO MEET ORDINANCES AND REQUIREMENTS OF THE MUNICIPALITY ANDWISDOT, WISDSPS, AND WDNR.5.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:·EXAMINING ALL SITES CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THEENGINEERING DRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEERAND RESOLVED PRIOR TO THE START OF CONSTRUCTION.·OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS,AND ALL OTHER FEES REQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY.·VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NOWORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS RESOLVED.·NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUNDIMPROVEMENTS.·NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO THE START OFCONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTION OBSERVATION.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILTCONDITIONS OF THE DESIGNATED IMPROVEMENTS IN ORDER THAT THE APPROPRIATEDRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TO THE DRAWINGS OR ADDITIONALITEMS MUST BE REPORTED TO THE ENGINEER AS WORK PROGRESSES.10.ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORMSEWER, OR OTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BEREPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. NO BLASTING ISALLOWED WITHIN 30 FEET OF EXISTING UTILITIES.11.ALL PRIVATE INTERCEPTOR WATER MAIN AND WATER SERVICES SHALL BE INSTALLED WITH A 6'MINIMUM BURY. PROVIDE INSULATION ABOVE PIPES WITH LESS THAN 5' OF GROUND COVER.12.GRANULAR BACKFILL MATERIALS ARE REQUIRED IN ALL UTILITY TRENCHES UNDER SIDEWALKSAND PROPOSED PAVED AREAS (UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICALENGINEER). ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS. ALLPAVEMENT PATCHING SHALL COMPLY WITH THE VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS. ADDITIONAL PAVEMENT MILLING AND OVERLAY MAY BE REQUIRED BYPERMIT.13.CONTRACTOR SHALL NOTIFY THE MUNICIPAL PUBLIC WORKS DEPARTMENT A MINIMUM OF 48HOURS BEFORE CONNECTING TO PUBLIC UTILITIES.14.ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BYMEANS OF LOCATING UNDERGROUND PIPE IN ACCORDANCE WITH SPS 382.30(11)(h) AND SPS382.36(7)(d). TRACER WIRE VALVE BOXES SHALL BE INSTALLED ON ALL LATERALS AND ASINDICATED ON THESE PLANS.15.EXTERIOR CLEANOUTS SHALL BE PROVIDED AS REQUIRED BY SPS 382.35. ALL EXTERIORCLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE IN ACCORDANCE WITH SPS382.34(5)(a)b AND SPS 384.30(2)(c).16.ALL PRIVATE PLUMBING MATERIALS SHALL CONFORM TO SPS 384.30.17.ALL PRIVATE PIPE JOINTS SHALL BE INSTALLED PER SPS 384.40.18.ALL PRIVATE WATER PIPE, INCLUDING DEPTH AND SEPARATION REQUIREMENTS, SHALL BE INACCORDANCE WITH SPS 382.40(8).19.THE CONTRACTOR SHALL ALLOW 10 WORKING DAYS FOR THE CONSTRUCTION OF GAS MAINSWHEN SCHEDULING THE WORK AND SHALL NOT RESTRICT ACCESS TO THE GAS MAINCONTRACTOR OR OTHER UTILITY COMPANIES.20.CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THEBUILDING PRIOR TO CONSTRUCTION.21.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITHTHE VILLAGE EROSION CONTROL AND STORMWATER ORDINANCE, AND DNR ADMINISTRATIVERULE NR 216 AT ALL TIMES. UTILITY NOTES PROPOSED PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED WATER MAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED GAS SERVICE (DESIGN BY OTHERS)PROPOSED ELECTRIC SERVICE (DESIGN BY OTHERS)STORMWATER TREATMENT FACILITY WATSANSTMGASE SANITARY BUILDINGCONNECTION LOCATIONCOORDINATE WITH INTERIORPLUMBING PLANS. WATER BUILDING CONNECTIONLOCATION. COORDINATE WITHINTERIOR PLUMBING PLANS. 45°BEND 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 4, 2026. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS. S BLUE MOUNDS STREET BENCHMARK TABLEBM - 1BM - 2BM - #ELEVATIONDESCRIPTION BM - 31167.461158.951158.70CROSS CUT IN CURB AT THE SOUTH END OF THE STREET PARKING AREACROSS CUT IN CURB ON NORTH END OF THE PARKING LOT, SOUTH OF THE EXISTING SHELTERCROSS CUT IN CURB ON SOUTH SIDE OF THE NORTH PARKING LOT ENTRANCE CONNECTION INTO EXISTING SANITARYSEWER SERVICE. EXISTING INVERTELEVATION IS UNKNOWN.CONTRACTOR TO VERIFY ELEVATIONAND SIZE PRIOR TO CONSTRUCTION.CONTACT THE ENGINEER FOR DESIGNCONFIRMATION. NOTE: GAS, ELECTRIC, AND COMMUNICATIONSERVICES SHOWN FOR GRAPHIC PURPOSESONLY. CONTRACTOR TO COORDINATE LOCATIONWITH APPROPRIATE UTILITY COMPANIES. WATER MANHOLE NO. 148" DIA MANHOLENEENAH R-1550, SOLID,NON-ROCKING, LIDRIM = 1160.20N I.E. = 1153.45 (2" COPPER)S I.E. = 1153.45 (2" COPPER)E I.E. = 1153.45 (1" PEX)REFER TO PLUMBING PLANSBY OTHERS FOR INTERNALROUTING AND CONNECTIONS. CONTRACTOR TO VERIFY WATER SERVICEDEPTH. PROVIDE INSULATION ON ANYAREAS WHERE DEPTH IS LESS THAN6-FEET. ANY AREAS WITH LESS THAN3.5-FEET OF DEPTH SHALL BE REPLACED. 20 LF OF 4" PVC @ 2.08% STORM INLET NO. 112" DIA NYLOPLAST DRAIN BASINSTANDARD 12" DRAIN BASIN GRATERIM = 1159.47N I.E. = 1155.48 (6" PVC)S I.E. = 1155.31 (8" PVC) 94 LF OF 8" PVC PIPE @ 2.0% 80 LF OF 6" PVC PIPE @ 1.0% 70 LF OF 6" PVC PIPE @ 1.0% STORM INLET NO. 212" DIA NYLOPLASTDRAIN BASINSTANDARD 12" DRAINBASIN GRATERIM = 1158.50S I.E. = 1156.28 (6" PVC) STORM INLET NO. 312" DIA NYLOPLASTDRAIN BASINSTANDARD 12" DRAINBASIN GRATERIM = 1158.00E I.E. = 1155.73 (6" PVC) 8 X 6TEE 30 LF OF 1" PEX PIPE 55 LF OF 1" COPPER PIPE EX. 48" DIA STORM INLETCORE NEW 12" DIA HOLE FORPROPOSED 8" PVC PIPEN I.E. = 1153.43 (8" PVC)NE I.E. (EX) = 1151.39 (48" RCP)SW I.E. (EX) = 1151.43 (48" RCP) CONNECT EXISITNG COPPERLINE INTO NEW 1" COPPERLINE IN THIS AREA. CONNECT EXISTING 2" COPPER LINEINTO NEW 1" COPPER LINE IN THISAREA WITH REDUCER.ALTERNATIVE: PROVIDE A REDUCEIN THE PROPOSED MANHOLE ANDPROVIDE AN ADDITIONAL 47 LFREPLACEMENT OF THE 2" LINEWITH 1" COPPER FROM THEMANHOLE TO THIS LOCATION. CONNECT EXISTING 2"COPPER LINE INTO NEW 2"COPPER LINE IN THIS AREA. CONNECT EXISTING 2"COPPER LINE INTO NEW 2"COPPER LINE IN THIS AREA. Page 20 of 31 GRUNDAHL PARK CONCESSIONSVILLAGE OF MOUNT HOREB, DANE COUNTY, WI C400 FLOWDIRECTION SEE PLANS FOR ANCHOR TRENCH LOCATIONS CHANNEL TERMINATION TWOROWS OF STAPLES 6" APARTOFFSET BY 3" MATERIAL NOTES1.ONLY PRODUCTS LISTED IN THE WISCONSIN DEPARTMENT OFTRANSPORTATION EROSION CONTROL PRODUCT ACCEPTABILITY LIST(PAL) ARE ACCEPTABLE FOR USE.2.STAPLES USED FOR CLASS I TYPES A & B MATS SHALL BE 1-2 INCHWIDE, U-SHAPED, MADE OF NO.11 (3.05mm) OR LARGER DIAMETERSTEEL WIRE, AND NOT LESS THAN 6 INCHES LONG FOR FIRM SOILSAND 12 INCHES LONG FOR LOOSE SOILS.INSTALLATION NOTES1.EROSION CONTROL REVEGETATIVE MATS (ECRM) SHALL BEINSTALLED AFTER TOPSOIL AND SEED HAVE BEEN PLACED.2.INSTALLATION OF ECRM SHOULD BE COORDINATED WITHPERMANENT RESTORATION PRACTICES.3.INSTALLATION SHALL CONFORM WITH WDNR CONSERVATIONPRACTICE STANDARD 1053.4.ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. THIS STANDARD DETAIL IS AN EXAMPLE OFTYPICAL INSTALLATION GUIDANCE.5.MATS SHALL BE IN FIRM AND CONTINUOUS CONTACT WITH THE SOIL.6.IF SECTIONS OF ECRM NEED TO BE OVERLAPPED, ENSURE THAT THEOVERLAP IS FACING DOWNSTREAM TO PREVENT WATER FROMFLOWING BENEATH THE ECRM.INSPECTION & MAINTENANCE NOTES1.INSTALL ADDITIONAL ANCHORING IN AREAS OF OBSERVED RILLINGAND CONCENTRATED FLOW BENEATH THE EROSION MAT. IF RILLINGIS SEVERE ENOUGH TO PREVENT VEGETATION ESTABLISHMENT,REMOVE EROSION MAT, REGRADE, COMPACT, RE-SEED, AND REPLACETHE SECTION OF MAT.2.IF PRODUCTS WITH PLASTIC NETTING ARE USED, REMOVE NETTINGOR REPLACE MAT IF SEPARATION OF THE NETTING FROM THE MAT ISOBSERVED.3.ALL MAINTENANCE ACTIVITIES SHOULD OCCUR AS SOON ASPOSSIBLE WITH CONSIDERATION OF SITE CONDITIONS.EROSION CONTROL MAT (CHANNELS) TRENCH APPROX.10" WIDE x 8" DEEP SOIL PILEFROMTRENCH FLOW STEP 1 STEP 2 STAPLES ARE THROUGHBOTH BLANKETS BLANKET OVERLAP,2"-4" FLOW6" OVERLAP 2 ROWS OF STAPLES4" APART FLOW 2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES ANCHOR TRENCH DETAIL GENERAL STAPLE PATTERN:USE MANUFACTURER'S RECOMMENDATIONS. MAXIMUMDISTANCE BETWEEN STAPLES IS 4 FEET. GEOTEXTILE FABRIC (IF NECESSARY)EXISTING ROAD 50' 12" MIN. 12' MIN. REFER TO MATERIALS NOTES MATERIAL NOTES INSTALLATION NOTES INSPECTION & MAINTENANCE NOTES CONSTRUCTION ENTRANCE (STONE TRACKING PAD) 1. USE HARD, DURABLE, ANGULAR STONE OR RECYCLED CONCRETEMEETING THE GRADATION IN TABLE 1. WHERE THIS GRADATION ISNOT AVAILABLE, MEET THE GRADATION IN WISCONSIN DEPARTMENTOF TRANSPORTATION (DOT) STANDARD SPECIFICATION, SECTION 312SELECT CRUSHED MATERIAL. USE MATERIAL SUBSTANTIALLY FREEFROM DIRT, DEBRIS, STEEL, VEGETABLE MATTER, AND OTHERDELETERIOUS MATERIAL. PLACE THE AGGREGATE IN A LAYER ATLEAST 12 INCHES THICK.2. THE TRACKING PAD SHALL BE UNDERLAIN WITH A WDOT TYPE RGEOTEXTILE FABRIC WHERE WARRANTED BASED ON SOIL TYPE ORHIGH GROUNDWATER.1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OFWDNR CONSERVATION PRACTICE STANDARD 1057.2. INSTALL THE TRACKING PAD ACROSS THE FULL WIDTH OF THEACCESS POINT, OR RESTRICT EXITING TRAFFIC TO A DEDICATEDEGRESS LANE WITH A DRIVING SURFACE AT LEAST 12 FEET WIDE.3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTEDON THE FIGURE ABOVE.4. DIVERT SURFACE FLOWS AWAY FROM TRACKING PADS OR CONVEYFLOW UNDER AND/OR AROUND USING CULVERTS AND SWALES. DIRECTRUNOFF FROM TRACKING PADS TO SEDIMENT CONTROL PRACTICES.5. DO NOT COMPACT AGGREGATE PRIOR TO USE. COMPACTION,GROUTING, OR OTHER MEANS OF CREATING A SMOOTH SURFACECOMPROMISE THE EFFECTIVENESS OF THE TRACKING PAD.6. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTOGRAVEL DRIVEWAY ONLY AFTER CONSTRUCTION IS COMPLETE ANDTHE SITE HAS BEEN STABILIZED. 1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OFRAIN OR MORE DURING A 24 HOUR PERIOD.2. MONITOR AND MAINTAIN DEVICES TO MINIMIZE SHIFTING, RUTTING OFADJACENT SURFACES, AND STRUCTURAL FAILURE. MAINTAIN A LOOSENED,ROUGH SURFACE BY SCRAPING, LOOSENING, OR TOP-DRESSING WITHADDITIONAL AGGREGATE.2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMESBURIED OR IF SEDIMENT IS NOT BEING REMOVED EFFECTIVELY FROM THEVEHICLE TIRES.3. A MINIMUM 12-FEET WIDE BY 50-FEET LONG BY 12-INCH THICK PAD SHALLBE MAINTAINED AT ALL TIMES. ADD STONE AS NEEDED TO MAINTAIN THEMINIMUM PAD THICKNESS.4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING ORTOP-DRESSING WITH ADDITIONAL AGGREGATE.5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BEREMOVED BY STREET CLEANING AT THE END OF EACH WORKING DAY.6. REMOVE STONES LODGED BETWEEN THE TIRES OF DUAL WHEEL VEHICLESPRIOR TO LEAVING THE CONSTRUCTION SITE.7. MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITHCONSIDERATION FOR SITE CONDITIONS.8. REPLACE DAMAGED OR CRUSHED CULVERTS UNDER TRACKING PAD. SIEVESIZEPERCENT BYWEIGHT PASSING 3" 1002-1/2" 90-1001-1/2" 25-60 3/4" 0-20 3/8" 0-5 TABLE 1 INSET NOTES:1.DETAIL BASED ON WDNR TECHNICAL STANDARD 1060. ANY VARIATIONS FROMTHAT STANDARD IS UNINTENDED AND SHOULD NOT BE USED.2.TAPER BOTTOM OF BAG TO MAINTAIN 8" OF CLEARANCE BETWEEN THE BAG ANDTHE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGSTO THE STRUCTURE WALL.3.THE RIGID FRAME SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND HAVEADEQUATE STRENGTH TO SUPPORT THE WEIGHT OF THE SEDIMENT BAG WHENCOMPLETELY FULL.4.THE RIGID FRAME SHALL NOT INTERFERE WITH OR ELEVATE THE GRATE MORETHAN 1/8".5.DROP THE INLET FILTER THOUGH THE CLEAR OPENING SUCH THAT THE HANGERSREST FIRMLY ON THE LIP OF THE STRUCTURE.TYPE D-RF INLET PROTECTION CURB BACKEXTENSION FORINLETS WITHCURB BOXES MAINTENANCE NOTES:1.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARS SHALL BE TAKENSO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THESTRUCTURE. MATERIAL THAT HAS FALLEN INTO THE STRUCTURE SHALL BEIMMEDIATELY REMOVED. REPLACEABLEFILTER BAG (22"MIN. TOTAL DEPTH)DUAL FABRIC BAGSSHALL BE STITCHEDTOGETHER.12" MIN. LENGTH AND WIDTHDIMENSIONS SHALL BE PERINLET TYPE SPECIFIED ON PLANHANGERS (SEE NOTE #5) AVAILABLE OVERFLOW DEPTHRIGID FRAME (SEE NOTES #2 AND #3)TYPE FF GEOTEXTILE FABRICNON-WOVEN INNER BAG LINER(COVERING LOWER HALF OF BAG) CAN BE INSTALLED IN INLETSWITH OR WITHOUT CURB BOXES EL. 100EL. 105EL. 110EL. 115EL. 120DISTURBED AREA PROTECTED AREA 10 L.F. PER ENDPLACED AT A 30°ANGLE TO PREVENTEND-AROUND FLOW ALWAYS INSTALLSILT SOCKPERPENDICULARTO SLOPE ALWAYS USE INCONJUNCTION WITHEROSION CONTROL MAT 2" X 2" X 36" WOODEN STAKESPLACED 10' O.C. 2" X 2" X 36" WOODEN STAKESPLACED 10' O.C.DISTURBEDAREA PROTECTEDAREA 1:3 MAX. SLOPESILT SOCK SECTION 12" MIN.SPACING VARIESREFER TO PLAN30.0°'10' PLANSILT SOCK SLOPE INTERRUPTION ANCHOR TRENCH DIRECTION OFSURFACE FLOW 1.DIG 6" X 6" TRENCH2.LAY BLANKET IN TRENCH3.STAPLE AT 1.5' INTERVALS4.BACKFILL WITH NATURAL SOIL AND COMPACT5.BLANKET LENGTH SHALL NOT EXCEED 100'WITHOUT AN ANCHOR TRENCHEROSION CONTROL BLANKET INSTALLATION STAPLE DENSITY SHALL BE A MINIMUM OF 3U-SHAPED 8", 11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY AS DIRECTEDBY GOVERNING AUTHORITY). 6"6" 1' TO 3' OVERLAP LONGITUDINALJOINTS MINIMUM OF 6" ANCHOR TRENCH (SEEDETAIL AND NOTES)OVERLAP END JOINTSMINIMUM OF 6" ANDSTAPLE OVERLAP AT1.5' INTERVALS. EROSION CONTROL BLANKET(SEEDED AREAS) ON SIDE SLOPES OF 3:1 OR GREATER.BIO-DEGRADABLE, DOUBLE NETTED, LIGHT DUTY (WisDOT CLASS 1 TYPE B) MATERIAL NOTES1.GEOTEXTILE FABRIC SHALL BE WOVEN ANDSHALL CONFORM TO THE MATERIALREQUIREMENTS LISTED IN SECTION 628 OFTHE WISDOT STANDARD SPECIFICATIONS FORHIGHWAY AND STRUCTURE CONSTRUCTION,2003 EDITION.INSTALLATION NOTES1.INSTALLATION SHALL CONFORM WITH THEREQUIREMENTS OF WDNR CONSERVATIONPRACTICE STANDARD 1056.2.CONSTRUCT THE SILT SOCK IN AN ARC WITHTHE ENDS POINTING UPSLOPE TO AVOIDEROSION AROUND THE ENDS OF THEBOUNDARY.3.FAILURE TO PROPERLY ANCHOR SILT SOCKCOULD RESULT IN WATER AND SEDIMENTRELEASE BENEATH THE SILT SOCK.PROPERLY SECURE THE SILT SOCK ASSHOWN.4.CONSTRUCT THE BOUNDARY FROM ACONTINUOUS ROLL OF GEOTEXTILE TO AVOIDJOINTS. WHERE JOINTS ARE NECESSARY,OVERLAP TO THE NEXT POST.5.SILT SOCK SHALL NOT BE USED IN AREAS OFCONCENTRATED FLOW.INSPECTION & MAINTENANCE NOTES1.AT A MINIMUM, PERFORM INSPECTIONS WEEKLYAND WITHIN 24 HOURS OF PRECIPITATIONEVENTS PRODUCING 0.5 INCHES OR MORE OFRAINFALL.2.INSPECT FENCES FOR DAMAGE TO STAKES ANDFABRIC, UNDERCUTTING, EXCESSIVE SEDIMENTACCUMULATION (GREATER THAN 12 OF THEFENCE HEIGHT), AND INDICATIONS OF SCOURAROUND THE EDGES.3.REPAIR OR REPLACE SILT SOCK WITHIN 24HOURS OF IDENTIFYING AND DEFICIENCIES.SILT SOCK PERIMETER CONTROL 2" HEADWIDTH WOODENSTAKESPLACED 10' ONCENTER12" SILT SOCKAREA TO BE PROTECTEDWORK AREA SECTION VIEW2" HEADWIDTH WOODENSTAKESPLACED 10' ON CENTER AREA TO BE PROTECTED WORK AREA FLOW12" SILT SOCK TOP VIEW SECTION PLANNOTES:1.ALL MATERIAL TO MEET SPECIFICATIONS.2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. SiltSoxxTM (8" , 12", or 18" TYPICAL)AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BEPROTECTEDSiltSoxxTM (8", 12", 18" TYPICAL)WATER FLOW Pavement or Impervious SurfaceConcrete blocks or sand bagssized as needed (10' O.C.) Concrete blocks or sand bags sized as needed (10' O.C.) SILT SOCK FOR SEDIMENT CONTROL ON PAVEMENT WASHOUT NOTES 5' MIN10 MILPLASTICLINERSTAKES(TYP) SANDBAG10 MILPLASTIC LINERPLAN 10 MILPLASTIC LINERBINDING WIRESTRAW BALESNATIVE MATERIAL(OPTIONAL) OTHER MATERIALMAY BE USEDAS APPROVED BYCITY STRAW BALES SECTIONSANDBAGWOOD ORMETAL STAKES CONCRETE WASHOUT SANDBAG 5' MIN. 1.ALTERNATIVE CONCRETE WASHOUTS ALLOWABLE AS APPROVED BY ENGINEER, INCLUDING DISPOSABLE WASHOUTS, ETC.2.NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED.3.EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS.4.ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD.5.TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BYWASHOUT OPERATIONS.6.WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL.7.PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS.8.WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCTTEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF. TYPICAL SWALE SECTION 2' SECTION VIEW0.5'3:1 3:1 REFER TO GRADING PLANFOR CONTINUATIONREFER TO GRADING PLANFOR CONTINUATION 3:1 MAX 3:1 MAX Page 21 of 31 SITE PLAN REVIEW REPORT TO THE PLAN COMMISSION DATE: August 26, 2026 PROPERTY ADDRESSES: 401 Blue Mounds Road PARCEL NUMBER: 60611470023 & 60614103058 OWNER: Village of Mount Horeb APPLICANT: Village of Mount Horeb EXISTING ZONING: PR, Parks and Recreation PROPOSED ZONING: PR, Parks and Recreation EXISTING LAND USE: Active Outdoor Recreation REQUESTED USES: Active Outdoor Recreation BACKGROUND ON CSM AND SITE PLAN REVIEW: Section 17.10.43 of the Village of Mount Horeb Zoning Ordinance outlines the requirements for the Site Plan application. This requires review of the proposed development’s building configuration, site layout and access, parking, exterior building design, landscaping, grading and erosion, stormwater, exterior lighting, signage, and operational plan. REQUEST OVERVIEW: The applicant is proposing to demolish the existing structure west of the baseball diamond at Grundahl Park and replace it with a 1,961 square foot structure in approximatley the same location. Other proposed changes include: • Replacement of the existing asphalt between the structure and the parking lot • Expanded asphalt to the northeast to accommodate bleachers • Landscaping within the replaced asphalt area island and replacement of trees being removed • Exterior lighting The proposed new structure is part of the Phase 1 improvements identified within the 2023 Grundahl Park Master Plan. It replaces an outdated structure (1986) with a new facility that can accommodate storage, restrooms, concessions, and covered picnic area. The existing property is surrounded by a mixed residential neighborhood that includes apartments, duplexes, and single-family homes, in addition to the fire station. Proposed Development Area Page 22 of 31 Site Plan August 26, 2026 2 The proposed land use of the property (Active Outdoor Recreation) is not proposed to change and is a permitted by-right land use within the PR zoning district. Within the new Zoning Ordinance, only new additions, improvements, and development are subject to the requirements of the ordinance. This memo reviews only those proposed new features of the site and its operations. SITE PLAN REVIEW: The proposed improvements to the properties are required to meet the minimum dimensional standards of the zoning district. These requirements are met, as shown below. Requirement Standard Proposed Development Minimum Front Setback 20’ 60’ Minimum Side Setback 20’ >20’ Minimum Rear Setback 20’ >20’ Maximum Principal Building Height 20’ 20’ Minimum Pavement Setback (lot line to pavement, excludes driveway entrances) Street: 10’ Side/Rear: 5’ Street: 47’ Side/Rear: >5’ Minimum Principal Building Separation* Per Building Code Requirements Met Maximum Impervious Surface Ratio 25% 16% *To note, multiple principal buildings are permitted on the same lot so long as all Building Code requirements are met for separation distances. Additionally, on-site stormwater will be handled with existing facilities. The proposed Active Outdoor Recreation land use is permitted as by-right use in the PR Zoning District. Land use requirements include: • Each location shall have appropriate hours of use and comply with the noise provisions of Article VI Performance Standards = Met • Facilities using recreational facility night lighting and adjoining a residentially zoned property shall install and continually maintain a bufferyard with a minimum opacity of 0.50. Said bufferyard shall be located at the property line adjacent to said residentially zoned property. = N/A • All structures, paved areas, and active recreational improvements such as sandboxes, tot lots, tennis courts, and baseball backstops shall be located a minimum of 20 feet from any residentially zoned property. = Met • Facilities which serve a regional or community-wide function shall provide an off-street passenger loading area if the majority of the users will be children or seniors. = Met • Minimum and maximum required parking: See Section 17.06.06. = N/A (no change) The proposed project has submitted the required elements for Site Plan review that are included within the attachment. Below is a review of the various other zoning standards that are required with the proposed development: Access and Visibility Standards (Section 17.06.03) • Multiple access points from one street can be approved through the Site Plan process on lots greater than 100 feet long = N/A (no new access points proposed) • No access is permitted within 30 feet of an intersection = N/A (no new access points proposed) Page 23 of 31 Site Plan August 26, 2026 3 • Minimum driveway width is 14 feet = N/A (no new access points proposed) • Maximum driveway width is 24 feet wide = N/A (no new access points proposed) • At least one ped/bicycle access point to at least one street frontage is required = N/A (no new access points proposed) • All structures must be located outside of vision triangles at the right-of-way intersections = Met Parking and Loading Standards (Section 17.06.06 and 17.06.07) • All access points, drive isles, driveways, and parking areas must be constructed of a hard surface = Met • Curbs are required around all traffic circulation, parking areas, and internal landscape islands = Not Met (none provided) • Throat depth (distance between street access and traffic circulation area/parking area) must be a minimum of 20 feet = N/A (no new parking areas proposed) • All parking stalls must provide pavement markings = N/A (no new parking areas proposed) • Minimum parking stall dimensions are required to be 9 feet wide and 18 feet long = N/A (no new parking areas proposed) • Minimum parking isles widths are required to be 24 feet wide = N/A (no new parking areas proposed) • Minimum off-street parking stalls = Met (see above) • No minimum number of on-site bicycle stalls are required = N/A (no new parking proposed) Exterior Lighting Standards (Section 17.06.20) • Corelated Color Temperature (CCT) shall not exceed 2700 Kelvin = Unknown • At the property line, a maximum of 0.1 footcandle is required = Uknown • All fixtures shall have a IES zero-uplighting rating (U0) and be downward facing = Unknown • The average on-site lighting intensity of illumination shall not be greater than 25% above the recommended by the IES within the Low Light Lighting Zone (LZ1) = Unknown • The maximum height of all freestanding light fixtures is 20 feet = N/A (none proposed) Outdoor Storage and Screening Standards (Section 17.06.21) • All trash containment structures are required to be enclosed, a minimum of 6 feet in height, made of materials that match the exterior building design, and include an opaque gate = Met (trash handled within structure) • All building mechanicals on the exterior of the building are required to be screened = Met (none proposed) • Outdoor storage areas must be screened = N/A (none proposed) Exterior Building Design Standards (Section 17.07.20) There are defined exterior building design standards for different types of uses in the Zoning Code. This project is an institutional use in the PR Zoning District. Additionally, the design standards classify the following materials by type: Class I (brick, stone, glass), II (block, EIFS, stucco), or III (siding). • The primary entrance shall be clearly defined and articulated, buildings shall be oriented toward the front façade facing the street, all facades facing the public right-of-way shall incorporate decorative doors, windows, and other architectural components = N/A (building not oriented toward the street to reflect intended use) • Building shall be clad in a minimum of 50% Class I materials, Class II and III materials up to 50% = Not Met (metal panel façade) • Decorative metal wall panels may be used up to 30% of any façade area = Not Met (100% of façade) Page 24 of 31 Site Plan August 26, 2026 4 • Façade lengths greater than 40’ shall include horizontal or vertical façade articulation and/or roof form variation = Not Met (very little articulation provided) • Total area of windows and doors shall comprise a minimum of 20% of the façade facing the street = Not Met (west elevation) • On any façade facing a public street or parking area, hard and durable materials (block, brick, stone, etc.) shall be required within 40” of the adjacent grade = Not Met (not included) • Primary colors are prohibited = Unknown • Decorative and articulated metal roofs may be permitted by the Plan Commission = Met (metal roof) • Roof form shall be compatible with buildings in the immediate area = Met (pitched) • All façade openings shall be articulated and appropriately trimmed and all exterior building apparatus shall blend colors and features to exterior design = Met • Façade or roof-mounted equipment shall be screened = N/A (none proposed) Discussion Item: The design standards applicable to this project are those for institutional land uses. Not all institutional uses are the same. These standards are well suited for highly visible areas and public buildings such as Village Hall, the fire station, the library, etc. However, for structures within parks, these standards may not be as reflective of the purpose and intent of the uses associated with said structures. Understanding this situation, the Plan Commission has the ability to either require the standards to be met or grant a waiver per Section 17.07.01(d)3. Landscaping Standards (Section 17.08.30) Per Section 17.08.10(5), all land uses within the Parks and Recreation zoning district are exempt from landscaping requirements. Signage Standards (Section 17.09.11) • None proposed = N/A PUBLIC NOTICE: Public notice is not required for review and action on a Site Plan. COMPREHENSIVE LAND USE PLAN (2022): The subject property is shown as Parks and Open Space on the Future Land Use Map. This designation includes park and open space facilities devoted to both active and passive recreation, such as playgrounds, play fields, play courts, trails, picnic areas, natural areas, publicly owned golf courses and bowling alleys, and related recreational activities. The proposed project aligns with this land use designation. Staff believe the proposal is in concert with the Comprehensive Plan. DISCUSSION: The replacement of an outdated structure with a new structure is a relatively minor change to the overall site. It will have very little impact on surrounding properties and will accommodate new storage, concessions, and picnic areas for use within the park. Further, the proposed improvement area is on the Blue Mounds Street side of the park, closest to the fire station, not the lower density residential properties. Finally, the proposed improvements enhance the usability of the park and are in alignment with the Grundahl Park Master Plan. Page 25 of 31 Site Plan August 26, 2026 5 Overall, the proposed project meets the majority of the requirements of the Village’s ordinances, is in alignment with adopted Village plans, and provides an improved amenity within the community. With a few additional details, this project fully conforms to the requirements of the Village’s Zoning Ordinance. Village staff have reviewed the application, and all comments have been included within this document. RECOMMENDATION: Village staff recommends approval of the Site Plan, subject to the following conditions: 1. Waive the requirement for curbing within the proposed paved areas because these areas are not intended to be used for primary vehicle circulation and the existing pavement that’s being replaced does not include curbing. 2. Village staff review and approval of the following that meets all requirements: o Require the applicant to provide lighting fixture and photometric plans per Section 17.06.20. 3. Plan Commission Discussion and Action on either: o Granting a waiver from the design requirements for building materials (all metal), articulation (not enough), window and door openings (min. 20% of façade facing street), and the 40” hard, durable base material (none provided). o Require the applicant to update the plans to meet the minimum requirements. 4. Any other recommendations of Village staff and the Plan Commission. ATTACHMENTS: • Application • Site Plan Package Page 26 of 31 GRABER SUPPLY, LLC 491 Gap Newport Pike • Atglen PA 19310 Phone: 610-593-3500 • Fax: 610-593-2510 www.polebarn.com 3 /4" Shiny Black Bright White Stone Red Gallery Blue Black White Clay Dark Red Blue Gold Charcoal Ivory Burnished Slate Crimson Red Evergreen Copper Gray Tan Brown Burgundy Hartford Green G-Rib Panel 36" coverage Standing Seam Panel 15" coverage 1 1 /2" COVERAGE Our 3/4" rib with its anti-siphon feature gives you a weather-tight seal. The above colors are intended only as an approximation of actual colors. Exact color chips can be supplied if required. Color prices may vary. Call to check on availability of colors for 26 gauge. R-Rib Panel 36" coverage 12" 4"4" 4" Optional Perlin Bearing Leg 1"9" 3 1 /8" 2 3 /4" 3 /4"1 3 /4" 3 /4"3 /32" 3 5 /64"1 3 /8" 3 /16" 1 1 /4" Note: Additional cost applies to premium colors - Dark Red, Crimson Red, Copper Page 27 of 31 Black Charcoal Burnished Slate Evergreen Dark Red Burgundy G-Rib Panel9" 3 1 /8" 2 3 /4" 3/4" 36" coverage 13/4" Standing Seam Panel 15" coverage 1 1 /2" COVERAGE Our 3/4” rib with its anti-siphon feature gives you a weather-tight seal. The above colors are intended only as an approximation of actual colors. Exact color chips can be supplied if required. Color prices may vary. Call to check on availability of colors for 26 gauge. Ceram-A-Star® 1050 Frost GRABER SUPPLY, LLC 491 Gap Newport Pike • Atglen PA 19310 Phone: 610-593-3500 • Fax: 610-593-2510 www.polebarn.com Page 28 of 31 …Village of Mount Horeb …. Recreation Department 105 North Grove Street Mount Horeb, WI 53572 Phone (608) 437-3400 | Email: jill.dudley@mounthorebwi.info PARKS, RECREATION, AND FORESTRY COMMISSION August 25, 2026 Recreation Director’s Report 1. August Program Numbers: Program Name 2026 Participants 2025 Participant Numbers Art Camp 30 10 Bodywise Yoga 13 N/A (new offering) Fit For Life (Fall) 32 30 Lacrosse Camp 25 26 Line Dancing 7 N/A (new offering) NFL Flag Football 312 300 2. Upcoming September Programs: Floor Hockey, Kids in Motion (NEW), Little Star Kickers Soccer, Water Exercise (Mon & Wed classes), Total Body Fitness (Tues & Thurs classes), Coed Volleyball, YEL! Bricktopia Racers, YEL! Fencing, YEL! Chess (Sess. 1), and YEL! Junior Basketball. 3. Online registration for our fall programs started on Monday, August 10 and in-person registration started on Tuesday, August 11. We had 91 transactions on August 11 alone. The following fall programs are full: Fit For Life and Water Exercise (all four sessions). 4. Our flag football program is off and running with 30 teams (K-8th Grade) and 80 volunteer coaches. This program practices at Blue Mounds Ball Field (outfield), Garfield Park, Grundahl Park (outfield of baseball field and the soccer field), Sunrise Park (outfield of baseball field #2) and Waltz Park Ball Field (outfield). With the loss of two fields at the Primary Center due to construction, we had to get creative with our practice locations. We are also currently working on finding flag football referees for our games in September and October. 5. Our summer office assistant, Tatum Purin, will finish her employment with the Recreation Department on August 21. This was Tatum’s second summer with the department, and she has been a great help throughout the season. Having her return was especially beneficial, as she was already familiar with how things worked and could jump right in with minimal training. Tatum will likely not return next summer as she will be looking for an internship in her field. We enjoyed having Tatum on our team and appreciate all of her hard work. 6. We sold discount tickets this summer through the Wisconsin Park and Recreation Department to the following area attractions: Land of Natura, Milwaukee Zoo, Mt. Olympus, and Noah’s Ark. We sold a total of 537 tickets and retain $1.00 from the sale of each ticket in exchange for promoting and selling tickets on behalf of the attractions. HERITAGE COMMUNITY OPPORTUNITY Page 29 of 31 7. The Kingdom of Wonders Medieval Circus came to Mount Horeb on August 15 and 16. Attendance for the four shows was 464 on Saturday at 3:00 pm, 506 on Saturday at 6:00 pm, 469 on Sunday at 3:00 pm, and 399 on Sunday at 6:00 pm, for a total attendance of 1,838 people. The circus representative said everything went very well and that people had a great time. I am glad we were able to partner with them to bring this unique event to Mount Horeb and give our community the opportunity to have a memorable experience. 8. The High School Girls Swim Team began morning practices at the Aquatic Center on Tuesday, August 11. Beginning the week of August 17, the team will practice both mornings and evenings. Their final practice will be on Friday, August 28. 9. Aquatic Center – 2026 Summer Season Recap: The 2026 pool season was a successful one at the Mount Horeb Family Aquatic Center. We welcomed thousands of visitors throughout the summer and sold 258 family pool passes and 62 individual passes – a little below our pass sale numbers in 2025. We also had 14 private rentals and offered swim lessons and other aquatic events throughout the season. While we had some challenges with weather and air quality throughout the summer, the season went well. We received positive feedback from patrons and staff, and I am proud of the work our seasonal team did to provide a safe and enjoyable experience for the community. A few pool updates/changes we are looking to make for 2027: • Life Jacket Policy: Return to not allowing life jackets at the Aquatic Center. It was difficult for staff to ensure that all life jackets were Coast Guard approved. • Purchase approximately 10 more lounge chairs and 5 upright chars. • Purchase a larger floor fan for the lifeguard room. • Repaint the floors and walls throughout the Aquatic Center. • Replace the wooden post near the slide area. • Replace the ropes that go through the wooden posts by both staircases. • Purchase a new lifeguard stand/chair for the deep end. • Purchase a new backboard. • Paint the hand rails leading up to the bridge. • Add additional signage regarding the deep end age restrictions. Page 30 of 31 Village of Mount Horeb Public Services Department 138 E Main St Mount Horeb, WI 53572 Phone (608) 437-3351/Fax (608) 437-3190 www.mounthorebwi.info PARKS, RECREATION AND FORESTRY COMMISSION AUGUST 25, 2026 PUBLIC SERVICES DIRECTOR’S REPORT 1. Our crew removed the old playground equipment and excavated the site for the new playground at Grandma Foster Park. In the process, we discovered an old foundation wall and had to jackhammer it to remove it. The contractor began install on 8/17 and should be done in two weeks. 2. I found out that the Village will not be receiving any funds through Wisconsin Emergency Management for the June 10 storm. 3. We set up and painted five flag football fields for the Recreation Department 4. We have been busy with tree removals and pruning low limbs throughout the Village. 5. Our crew installed 180 cubic yards of new wood mulch safety surfacing to several playgrounds. Page 31 of 31