Special Village Board Meeting — Agenda Packet

VILLAGE OF WILLIAMS BAY 250 Williams Street | PO Box 580 | Williams Bay | WI | 53191 | vi.williamsbay.wi.gov Phone: 262-245-2700 NOTICE VILLAGE BOARD OF TRUSTEES MEETING WEDNESDAY, JUNE 24, 2026 AT 6:30 PM Village Hall Council Room 250 Williams Street Williams Bay, WI 53191 The meeting will be live-streamed on the Village of Williams Bay's YouTube, which can be found here: https://youtube.com/live/2CckUcq1xmA?feature=share AGENDA The following agenda items may be considered for Discussion, Consideration, or Action I. Call to Order II. Roll Call III. Pledge of Allegiance IV. Public Comments A. Individual public comments will be limited to two (2) minutes maximum. If your comments align with other comments before you, please consider stating that you are in agreement with those comments. The public may speak on any item that is not included on this agenda as a "Public Hearing or Forum." Anyone who wishes to comment should identify himself or herself and provide his or her local address. Board members may discuss any matter raised by the public. However, the Board will refrain from extensive dialogue and should not take action on matters raised by the public during a public comment period. Referrals to committees or staff members might be made. Members may ask the commenter to clarify his or her remarks. The Board President or the presiding officer will maintain control of the meeting. V. Items for Discussion, Consideration, or Action A. Discussion and Possible Action on the Intent to not Renew the Class "B" Beer and "Class B" Liquor License for the premises located at 2 West Geneva Street (Inn Crowd of Como, Inc) in the Village of WIlliams Bay for the Year Commencing July 1, 2026 through June 30, 2024 B. Discussion and Possible Action on R-44-26 A Resolution Approving the Conditional Use Permit for Yerkes Future Foundation, Tax Key WA518500001, Street Address: 373 W Geneva Street, Williams Bay, WI 53191. The applicant requests a site plan review and conditional use permit per Section 390-0223 Conditional Use Permit, and Section 390-0223(C) (14) Large Developments, for the construction of a new playground space; and a pavilion building that includes a patio area, two family restrooms, and nursing/sensory room. VI. Adjournment Page 1 of 104 Requests from persons with disabilities, who need assistance to participate in this meeting or hearing, should be made to the Village Clerk’s office in advance so the appropriate accommodations can be made. Posted: 06/22/2026 5:00 PM Amended: 6/23/2026 11:00 AM Posted: 6/23/2026 12:00 PM Page 2 of 104 VILLAGE OF WILLIAMS BAY Office of the Village Clerk 250 Williams Street | PO Box 580 | Williams Bay | WI | 53191 | USA | williamsbay.org email: clerk@vi.williamsbay.wi.gov | Phone: 262-245-2700 Inn Crowd of Como, Inc. Cynthia Ovalle PO Box 577 Williams Bay, WI 53191 Ms. Ovalle, Please take notice that the Village of Williams Bay intends not to renew your liquor license for the premises located at 2 West Geneva Street in the Village of Williams Bay, Walworth County, Wisconsin for the year commencing July 1, 2026- June 30, 2027. You will have an opportunity for a hearing on this matter on Wednesday, June 24, 2026 at 6:30 p.m. at the Special Village Board Meeting located at Williams Bay Village Hall, 250 Williams Street, Williams Bay, WI 53191. You may be represented by counsel at the hearing and present any witnesses that you wish to testify on your behalf. The reason for the intent not to issue your liquor license is because you are in violation of Village municipal code §128-8, Abandonment of premises. This notice has been given pursuant to the provisions of Section §125.12, Wisconsin Statutes. If you consent to the non-issuing of your liquor license and waive your right to a hearing, please notify the Village in writing sent to the attention of the Village Clerk. Dated this 19th day of June, 2026. Kindest regards, Tina Kolls Village Clerk Page 3 of 104 RESOLUTION NO. R-44-26 RESOLUTION APPROVING CONDITIONAL USE PERMIT AND SITE PLAN REVIEW FOR OUTDOOR PLAYSPACE AND PAVILLION IN THE PUBLIC & INSTITUTIONAL (P&I) ZONING DISTRICT (373 W. GENEVA ST – YERKES FUTURE FOUNDATION) WHEREAS, on September 2, 2025, the Owner and Applicant did submit an application for a conditional use permit and site plan review in connection with the property located at 373 W. Geneva Street, Williams Bay, WI Tax. Parcel Number WA5 18500001 (the Property): and WHEREAS, in the application, which is attached (Exhibit A), the Applicant requested a conditional use permit (CUP) and site plan review to allow for the construction of a new playground space; and a pavilion building that includes a patio area, two family restrooms, and nursing/sensory room (originally the proposal also included the relocation of an existing building onto Yerke’s property, however at this time the applicant has withdrawn this request and will no longer be considered as part of the submittal on property zoned P&I); and WHEREAS, pursuant to §390-0218(C)(14) Large Developments is an allowed conditional use (per §390-0308D) in the P&I District and requires a conditional use permit; and WHEREAS, the Zoning Administrator having reviewed the application for the CUP and site plan review , and having determined that the application is complete and that the proposed use meets the criteria of 390-0309(B) and having prepared a report to the Plan Commission of the Village of Williams Bay addressing the criteria of 390-0309(B), and noting that the Proposed Use is consistent with the comprehensive plan; and WHEREAS, the Plan Commission having held a duly noticed public hearing on the Proposed Use of the Property; and WHEREAS, following said public hearing, the Plan Commission having found that the Proposed Use meets the criteria of §390-0309(B) and having recommended its approval conditioned upon compliance with the following three (3) conditions: (1) the temporary gravel parking and staging area shall be removed 30 days after construction is completed; and (2) all requirements of the approved Development Agreement (Exhibit B) be adhered to as recommended by the Village Zoning Administrator in their June 4, 2026 Evaluation Report to the Plan Commission , (3) all construction traffic enter and exit off East Geneva Street; and WHEREAS, the Village Board having determined it is appropriate to accept the findings of the Plan Commission, having further considered the recommendation of the Plan Commission regarding the Proposed Use and having determined that it is appropriate and in the best interests of the Village to accept the recommendation of the Plan Commission and approve the Proposed Use of the Property. NOW, THEREFORE, the Village Board of the Village of Williams Bay do resolve as follows: That the proposed conditional use requested by the Applicant in its application of September 5, 2025, along with additional application materials, to permit to allow for the construction of a new playground space; and a pavilion building that includes a patio area, two family restrooms, and nursing/sensory room on premises on property zoned P&I conditioned upon the three (3) conditions recommended by the Village Zoning Administrator in their June 4, 2026 Evaluation Report (Exhibit C), is approved and pursuant to §390-1207H., the Village of Williams Bay is hereby granted a conditional use permit and site plan approval for same. Approved by the Village Board of the Village of Williams Bay this 24th day of June, 2026. VILLAGE OF WILLIAMS BAY By: Adam Jaramillo, Village President Attest: Tina Kolls, Village Clerk Date Passed: Page 4 of 104 EXHIBIT A Page 5 of 104 Page 6 of 104 1 Site Plan + Conditional Use Permit Application – Supplement (7 pages) Applicant: Yerkes Future Foundation Project(s): 1a. Play/Space playground 1b. Pavilion building _________________________________________________________________________ Architect, Engineer, Contractor Saiki Design Inc. (Play/Space, landscape, utilities) 1110 S Park St, Madison, WI 53715 Abbie Moilien, Principal amoilien@saiki.design 608-405-8149 Abacus Architects (pavilion, building relocation, utilities) 640 N Vel R. Phillips Ave Ste. 210, Milwaukee, WI 53203 Eric Halbur, President/CEO ehalbur@abacusarch.com 262-994-3769 Mead & Hunt (engineers - Play/Space playground, landscape, utilities) 2440 Deming Way, Middleton, WI 53562 Anne Anderson, PE anne.anderson@meadhunt.com Page 7 of 104 2 Statement of proposed use of property, with pertinent facts regarding the size of area involved, extent of development, type of operation, etc.: Project 1a Play/Space Playground The proposed playground is a custom-designed project created by Monstrum (Copenhagen Denmark) and will be one of only 19 Monstrum-designed playgrounds in the United States to date. The nearest playground designed by the firm will open in 2027 at the Obama Center in Chicago. The playground consists of three play areas and a small building embedded in the forest to the SE of Yerkes with a combined total site boundary of 38,300 square feet (0.88 acre). Overall: • The playground meets all ASTM safety standards and be ASTM certified. • The playground significantly exceeds ADA (Americans with Disabilities Act) standards, providing integrated mixed play for children of all ages and abilities. • The playground has been designed for year-round use. • The playground and amenities have been designed for a maximum capacity of 80 children in simultaneous use. • The playground contains illustrations and/or texts sharing basic concepts of astronomy, science and space. • The play areas are installed over a foundation comprised of a mix of compressed gravel, poured concrete and compacted earth. • The play surfaces are covered with a mix of permeable surfacing (details below) and integrate landscaping utilizing native Wisconsin species and reflecting aesthetics derived from the historic Olmsted garden designs for Yerkes. • The three play areas are connected via ADA compliant ramps, stone stairs, scramble stones for children, a child-scaled bridge and a hidden forest path. • The playground drains to two engineered, planted detention ponds to mitigate runoL and help clean stormwater of any surface contaminants through natural filtration. • The design includes low cast-in-place concrete walls with integrated wood benches along with stone block seating and shaded picnic tables. • An irrigation line for manual hose and sprinkler connections will be installed. • A fence with a latched gate will limit small children’s ability to leave the site through the trail leading downhill (southeast) without their parent’s knowledge. • Based on a GPS survey of trees, the project has been designed and the location altered significantly to minimize the number of desirable trees requiring removal or put at risk. The three play areas: The Blair Family Foundation Supernova A 28’ high play structure made of certified sustainable hardwood and stainless steel resting on a permeable poured-in-place rubber surface. The main structure includes a raised “stage, ” climbing elements, transfer platforms, stairs, a bridge, an internal maze and three slides. Also included are Page 8 of 104 3 bounce platforms, monkey bars, climbing posts, and a seating area for 32 for visiting class and home-schooling groups. This area is designed primarily for children aged 6-13. The Planetary Zone A series of planetary shapes small children can play on, in and around, situated on a combination of poured-in-place rubber and ADA compliant engineered wood chips. Included are a walk-in, low-fi planetarium showing star patterns from Williams Bay, a sun with interactive elements, two climbing planets, and climbing posts. This area is designed primarily for children aged 3-7. The Nature Zone A forested child-configurable play area consisting of moveable natural elements including stumps, branches, sticks and materials, along with a 6-bay swing-set, situated primarily on ADA compliant engineered wood chips with a poured-in-place rubber pathway to mark the route to the accessible swing(s). This area is designed for all ages. Operations The playground has been designed for a maximum capacity of 80 children and will operate on a set schedule identical to that implemented for the landscape overall (currently expected to be from 8am to dusk (summer) and 9am – 5pm (winter)). If necessitated by demand during peak periods YFF plans to further control access by requiring patrons arriving by car to book one of a limited number of AM or PM daily time slots to utilize the playground. Fees In order to ensure its ongoing financial sustainability as a non-profit YFF anticipates that in the coming years it will implement an admission charge to the park, akin to that seen at most botanic gardens, historic sites, arboretums, or sculpture parks in the United States. YFF has stated previously and remains committed to providing significantly reduced-fee or free access for all Williams Bay residents to the outdoor oferings at Yerkes. How that commitment may be implemented once an admission charge is introduced has yet to be determined. Parking Initially, parking for Play/Space will be provided by the existing 52 stall Yerkes visitor lot, which YFF believes meets the requirements for parking spots stipulated in Village of Williams Bay ordinances §390-0308 A (Indoor Institutional) and §390-0309 B.4 (Recreational Land Uses/Outdoor Active Recreation), based on observed patterns of parking usage and data from the past four years of public visitation: Maximum regular visitation at Yerkes is 40 persons for any single tour, equating to a requirement for 13.33 parking spaces (one car per 3 visitors per village ordinance). While multiple tours occur daily, they are scheduled such that parking demand does not overlap. Additionally, visitor data indicates less than 5% of Yerkes tour visitors bring a child between 3-13, the age range for the playground. Page 9 of 104 4 Hence we do not anticipate a significant increase in tour visitors staying parked at Yerkes for longer periods in order to utilize the playground before/after a tour. Peak visitation for onsite parking during special events is currently 70 visitors for public talks or concerts, equating to a requirement for 23.33 parking spaces (one car per 3 visitors per village ordinance). For events with attendance over 70 Yerkes parks visitors oQsite and arranges shuttle service from Williams Bay HS. Yerkes staQ are served by 10 staQ parking spaces elsewhere on the property (staQ lot to east of building, maintenance shed lot). Thus YFF believes that for the purposes of both maximum regular visitation and peak visitation during special events the existing 52 spot parking lot fulfills the number of parking spots required by Village of Williams Bay ordinance(s). Maximum Regular Visitation 40 tour visitors = 13.33 spots 80 playground users = 26.66 spots Total required: 40 spots Peak Visitation (Special Event) 70 attendees = 23.33 spots 80 playground users = 26.66 spots Total required: 50 spots It should be noted that the use of the existing parking lot is an interim step. The Yerkes Site and Facility Master Plan calls for the addition of an additional 95 parking spots in the coming years, which integrates the future need driven by increased visitation for landscape use and additional programming. Project 1b Pavilion building The proposed structure is a concrete masonry unit (CMU) building on slab of ~535 SF with a patio slab of ~1,100 SF. The building contains two enclosed family restrooms and a nursing room, all of which serve all outdoor visitors to Yerkes—trail walkers, playground users, dog walkers, and casual visitors. • The building and all amenities are ADA compliant. • Building heat will be provided by a radiant heating system embedded in the slab. The building is vented in summer, but does not have AC. • Electric service will be connected underground. • Natural gas will be used for hot water and the radiant heat. • Sewer connection will be made to the existing site sewer lines/lift stations. • The building contains four spaces: o two identical ADA compliant family restrooms with changing tables. o one combined sensory break room/nursing room with seating, a sink, a quiet play table, and windows providing visibility to the playground and to the woods. o a mechanical closet • The exterior patio will provide shade to 6-9 picnic tables. Page 10 of 104 5 • All interior and exterior lighting will be dark-sky compliant. • The building exterior includes a water bottle filling station, drinking fountain, pet water station, and a cell phone charging locker system. • The patio will be covered for rain protection, with runoL directed to the detention ponds. Operations The restrooms and sensory/nursing room will only be accessible during regular site hours (currently expected to be from 8am to dusk (summer) and 9am – 5pm (winter)). The restrooms will be locked outside of the posted hours. The sensory/nursing room will remain locked at all times. Visitors wishing to use the space will text a posted SMS short code to receive an automated reply with the current keycode to unlock the door. The code will be changed periodically. As is current YFF practice, the building will be secured and alarmed when not in use. Statement showing compatibility of proposed zoning district and/or proposed use to the Village Comprehensive Plan: YFF believes the proposed projects supports the Village of Williams Bay Comprehensive Plan in a number of ways. The Play/Space and associated buildings will: 1. provide a unique and high-quality playground for local children and a world-class community amenity to Village residents, 2. accent the cultural oferings of the village, 3. bring visitors to the Village who will support local businesses before and after a visit to Yerkes, bringing economic benefit and growth to village businesses, 4. help to ensure Yerkes – which is in and of itself a significant cultural and historic institution—remains financially healthy and sustainable by helping support the implementation of a future admission charge. We believe the playground and associated building projects tangibly support the following specific goals, taken directly from the Comprehensive Plan: Overall Goals • Preserve, enhance, and promote the Village’s unique historic character and cultural oQerings. • OQer park and recreation facilities that are accessible to all Village residents as well as visitors. • Promote appropriate economic development that complements and helps support the Village’s predominately residential character, relates to the Village’s focus on outdoor recreation and education, helps serve the daily needs of residents, and enhances the Village as a desirable place to live and visit. Cultural Resources • Support community events and destination uses to provide year-round cultural attractions. • Partner with community institutions and foundations to market the community including the Yerkes Future Foundation, George Williams College of Aurora University ("George Williams College”), and the Women’s Leadership Center among others. Page 11 of 104 6 Economic Development • Develop and implement a downtown revitalization strategy and plan. • Work with local businesses and institutional uses to promote tourism and economic growth. Statement showing compatibility of proposed zoning district and/or proposed use with adjacent properties: YFF does not propose to change the zoning district for the Observatory from the existing P&I. We believe that the playground and associated buildings are compatible with the adjacent residential properties (to the North and Northeast of Yerkes) and the adjacent commercial properties (to the South and Southeast) because the project(s): 1. are located as far from all residential neighbors as possible, 2. provide outdoor restrooms and amenities that will benefit neighborhood residents, dog walkers, and families utilizing the site, 3. provide neighbors (and other Williams Bay residents) with reduced-fee or free access to a historically significant landscape undergoing constant improvement and a new world-class playground, 4. take a considered and careful approach to visitation and parking, 5. will have controlled access as part of a considered master plan for Yerkes’ future, 6. will help drive economic benefit to Village businesses through the visitors they bring to Williams Bay, and assist in growing a healthy mix of downtown businesses our neighbors can access, 7. will help sustain and increase property values in the Village by helping attract new families to Williams Bay, 8. will help ensure that Yerkes remains a viable non-profit organization not at future risk of closure and residential development. Page 12 of 104 EXHIBIT B Page 13 of 104 Page 14 of 104 Page 15 of 104 Page 16 of 104 Page 17 of 104 Page 18 of 104 Page 19 of 104 Page 20 of 104 Page 21 of 104 Page 22 of 104 Page 23 of 104 Page 24 of 104 Page 25 of 104 Page 26 of 104 Page 27 of 104 Page 28 of 104 Page 29 of 104 Page 30 of 104 Page 31 of 104 EXHIBIT B Page 32 of 104 Page 33 of 104 VILLAGE OF WILLIAMS BAY Office of Zoning Administrator Evaluation Report Plan Commission Meeting June 9, 2026 Prepared: June 4, 2026 APPLICANT: Yerkes Future Foundation Inc. (Owner) TAX KEYS: WA518500001 STREET ADDRESS: 373 W Geneva Street, Williams Bay, WI 53191 The applicant is requesting approval of a Site Plan Review per Section 390-1206, and a conditional use permit per Section 390-0223 Conditional Use Permit, and Section 390-0223(C) (14) Large Developments, for the construction of a new playground space; and a pavilion building that includes a patio area, two family restrooms, and nursing/sensory room. Originally the proposal also included the relocation of an existing building onto Yerke’s property, however at this time the applicant has withdrawn this request and will no longer be considered as part of the submittal. Yerkes plans to request this again in the future as they continue to develop their Master Plan. On October 7, 2025, the proposed project was tabled at the Plan Commission meeting and feedback was given that more information on the overall Master Plan for Yerkes should be provided in addition to more information on traffic, parking, and how construction traffic be controlled. It was suggested a traffic study be completed, and that the applicant address where individuals will park to utilize the newly constructed playground area. On December 2, 2025, the proposed project was tabled at the Plan Commission meeting once again, as commissioners felt a traffic study was crucial. The applicant stated that a traffic study had been ordered, and they would be receiving it back in the near future. Additional feedback was given regarding the future traffic flow/pattern of the site, and discussion was had about how the current proposal for the play space, and pavilion was connected to the Future Master Plan for Yerkes Observatory. On February 3, 2026, the proposed project was once again tabled at the Plan Commission meeting, as the Plan Commission requested more information about a final plan for ingress and egress from the existing site and suggested that Yerke’s Future Foundation work with the Village of Williams Bay on a Development Agreement. As of today’s date the Village Board has approved the final format of the Development Agreement for the Yerkes Observatory, which addresses the construction of a driveway for egress that reroutes to Observatory Place to occur within 18 months. At this time the applicant is EXHIBIT C Page 34 of 104 seeking approval of the Site Plan and Conditional Use Permit for the outdoor pavilion and play space proposed to be constructed. Site Plan Review Procedure: 1. Review by the Zoning Administrator. (a) The Zoning Administrator shall determine whether the site plan application is complete and fulfills the requirements of this chapter. If the application is determined to be incomplete, the Zoning Administrator shall notify the applicant. The application is complete. (b) The Zoning Administrator shall review the application and evaluate the proposal for compliance with the following data sources: i. Official Zoning Map. ii. The Village of Williams Bay Comprehensive Plan. iii. Applicable FEMA and related floodplain maps. iv. Applicable federal and state wetland inventory maps. The application is in compliance and in accordance with the official zoning map, and comprehensive plan. The parcel is not within a floodplain, or wetland area. (c) The Zoning Administrator shall prepare a written report addressing items above and forward said report to the Plan Commission for the Commission's review and use in making its recommendation to the Village Board. If the Zoning Administrator determines that the proposal may conflict with the provisions of this chapter or the Comprehensive Plan, the Zoning Administrator shall note this determination in the report. Please refer to this report as such document. 2. Review and recommendation by the Plan Commission. (a) The Plan Commission, in its consideration of the submitted application, shall take into account the basic intent of this chapter to ensure attractive, efficient, and appropriate development of land in the Village, and to ensure that every reasonable step has been taken to avoid depreciating effects on surrounding property and the natural environment. In its review, the Plan Commission may require such additional measures and/or modifications as it deems necessary to accomplish this objective. If such additional measures and/or modifications are required, the Plan Commission may withhold approval of the site plan until revisions depicting such additional measures and/or modifications are submitted to the satisfaction of the Plan Commission, or may approve the application subject to the satisfaction of the Zoning Administrator. Such amended plans and conditions applicable to the proposed use shall be made part of the official record, and development activity on the subject property may not proceed until the revised application has been approved by one of the two above procedures as directed by the Plan Commission. (b) It its review of the application, the Plan Commission may make findings on each of the following criteria to determine whether the site plan shall be approved, approved with modification, or denied: i. All standards of this chapter and other applicable Village, state, and federal regulations are met. ii. The public health and safety is not endangered. Page 35 of 104 iii. Adequate public facilities, utilities, and open space areas are provided. iv. Adequate control of stormwater and erosion is provided and the disruption of existing topography, drainage patterns, and vegetative cover is minimized insofar as is practical. v. Appropriate traffic control and parking are provided. vi. Applicable performance standards, per Article 8, are met. (c) The Plan Commission may make a written report to the Village Board and/or may state in the minutes its findings regarding Subsection E(7)(b) above and its recommendations regarding the application as a whole. Said report and/or minutes may include formal findings of fact developed and approved by the Plan Commission concerning the requirements of this section, and that the public benefits outweigh any and all potential adverse impacts of the proposed site plan. 3. Review and action by the Village Board. (a) The Village Board shall consider the Plan Commission's recommendation regarding the proposed site plan. The Village Board may request additional information and/or reports from the Plan Commission, Zoning Administrator, and/or the applicant. The Board may take final action on the application at the time of its initial meeting, or may continue the proceedings. (b) The Village Board may approve the site plan as originally proposed, may approve the proposed site plan with conditions (per the recommendations of the Zoning Administrator, the Plan Commission, authorized outside experts, or its own members), or may deny approval of the proposed site plan. Conditional Use Review Procedure: 1. Review by the Zoning Administrator. (a) The Zoning Administrator shall determine whether the application is complete and fulfills the requirements of this chapter. If the application is determined to be incomplete, the Zoning Administrator shall notify the applicant. The application is complete. (b) The Zoning Administrator shall review the application and evaluate whether the proposed amendment meets the following criteria: i. Is in harmony with the recommendations of the Comprehensive Plan. If the Zoning Administrator determines that the proposal may be in conflict with the provisions of the Comprehensive Plan, the Zoning Administrator shall note this determination in the report. According to the 2023 Comprehensive Plan, the Village of Williams Bay has many goals and objectives to partner with Yerkes Observatory, and help their continued growth. The proposed project is in line with the Village’s cultural objectives of the Comprehensive Plan which states: Page 36 of 104 “Support the long-term preservation of the Yerkes Observatory building and property, and work with the Yerkes Future Foundation to promote this institution as a national education and outreach center for science education.” An additional goal within the 2023 Comprehensive plan is to preserve key campuses such as Yerkes to advance the Village’s image as place for education, tourism, and outdoor recreation. Another important objective of the comprehensive plan is to work with local businesses and institutional uses to promote tourism and economic growth. Some of the Village’s most important economic assets are its existing local businesses. It is generally easier to retain established businesses and industries than to recruit new ones, and most employment growth in any community occurs through existing business expansion. The Village will continue to actively facilitate and encourage the appropriate growth of existing Williams Bay businesses, either at existing or larger sites in the community. In the context of a broader economic development initiative, described elsewhere in this chapter, the Village may also work in collaboration with local business owners to research, identify, and address obstacles to local business development and to develop future economic development strategies and the marketing of the Village for new business. Additionally, the Village could continue to support and pursue partnerships with the community’s unique institutions including the Yerkes Future Foundation. Visitors of this institution can supplement seasonal population loss by supplying more year-round customers to support local businesses. ii. Will not result in a substantial or undue adverse impact on nearby property, the character of the neighborhood, environmental factors, traffic factors, parking, public improvements, public property or rights-of-way, or other matters affecting the public health, safety, or general welfare, either as they now exist or as they may in the future be developed as a result of the implementation of the provisions of this chapter, the Comprehensive Plan, or any other plan, program, map, or ordinance adopted or under consideration pursuant to official notice by the Village or other governmental agency having jurisdiction to guide development. The proposed outdoor play space at Yerkes Observatory will not result in a substantial or undue adverse impact on nearby properties, the character of the neighborhood, or matters affecting public health, safety, or general welfare. The project is located within an established institutional campus that has historically accommodated public visitation, educational programming, and outdoor activities. The scale, design, and placement of the play structure are consistent with the existing use and character of the Yerkes property and the surrounding area. Neighborhood character will be preserved, as the play space is designed as a low-profile, open-air amenity integrated into the landscaped grounds and set back from adjacent residential properties. The use is primarily daytime and Page 37 of 104 family-oriented, minimizing potential noise or disturbance. Existing tree cover, open space, and site design elements further buffer nearby properties and maintain the visual and environmental character of the area. Environmental impacts are expected to be minimal. The project does not involve significant grading or impervious surface expansion beyond what is typical for a play area, and it has been planned to respect existing natural features and drainage patterns. No adverse effects on environmentally sensitive areas or public lands are anticipated. Traffic and parking impacts are also expected to be minor, as indicated by the revised traffic study focusing on the play space enclosed in your packet. The play space will function as an accessory amenity to the observatory rather than a standalone attraction, with visitation largely overlapping existing peak use periods. Existing on-site parking and access points are sufficient to accommodate anticipated use without negatively impacting public rights-of-way or requiring additional public improvements. The proposed use aligns with the Village’s Comprehensive Plan and applicable zoning objectives by supporting educational, recreational, and cultural opportunities while maintaining compatibility with surrounding land uses. With appropriate operational oversight and any conditions imposed through the CUP process, the project will not create adverse impacts now or in the future as the area continues to develop in accordance with adopted plans and ordinances. iii. Maintains the desired consistency of land uses, land use intensities, and land use impacts as related to the environs of the subject property. The proposed project is consistent and in line with the P&I zoning designation and all its requirements. iv. The conditional use is located in an area that will be adequately served by, and will not impose an undue burden on, any of the improvements, facilities, utilities, or services provided by public agencies serving the subject property. The proposed conditional use is located in an area, and on a parcel that is already developed and adequately served by public facilities and utilities. The proposed development will not negatively impact any services or public facilities. v. The potential public benefits outweigh any and all potential adverse impacts of the proposed conditional use, after taking into consideration the applicant's proposal and any requirements recommended by the applicant to ameliorate such impacts. The proposed outdoor play space at Yerkes Observatory provides substantial public benefits that outweigh any potential adverse impacts. The project expands educational and recreational opportunities for residents and visitors by Page 38 of 104 offering an inclusive, accessible, astronomy-themed play environment that supports learning, family engagement, and healthy outdoor activity. It complements Yerkes Observatory’s established mission of science education and public outreach while enhancing the site as a community asset. Potential impacts, such as increased visitation, noise, or traffic are limited in scope and duration and are consistent with existing public use of the observatory grounds. The applicant has incorporated thoughtful site planning, appropriate location and scale, and operational considerations to minimize impacts on neighboring properties and preserve the historic and natural character of the site. Any additional conditions imposed through the CUP process can further ensure compatibility and mitigation as needed. When weighed against the clear educational, recreational, and community benefits, the proposed conditional use represents a positive enhancement to the Village of Williams Bay and the broader region. Accordingly, the public benefits of the project outweigh any potential adverse impacts. 2. The Zoning Administrator shall prepare a written report addressing items above, to be forwarded to the Plan Commission for the Commission's review and use in making its recommendation to the Village Board. If the Zoning Administrator determines that the proposal may be in conflict with the provisions of the Comprehensive Plan, the Zoning Administrator shall note this determination in the report. Please refer to this report as such document. The property located at 373 W Geneva Street is currently zoned P&I, Public and Institutional District. There are currently existing buildings on site along with parking areas for the facilities. As the property continues to be developed, each project shall meet the following criteria: Page 39 of 104 After a review of the submitted application and materials the proposed project appears to be in compliance with all of the following requirements of the P& I Zoning District. Per Section 390-0309 pertaining to parking requirements the minimum required off-street parking is as follows: One space per four expected patrons at maximum capacity for any use requiring over five spaces. It appears that there are currently approximately 46 parking spaces located on site, which would accommodate up to 184 patrons. The P&I Zoning District requires a Conditional Use Permit for all Large Developments and Group Developments. Per Section 390-0821 a Large Development is defined as Any institutional, business, or mixed residential and nonresidential development containing any single structure or combination of structures on one or more contiguous lots or building sites devoted to land uses on which the total combined gross floor area of all development exceeds 10,000 square feet. The calculation of gross floor area shall include indoor and outdoor storage and display areas. The proposed development is required to adhere to all requirements set forth in Section 390-0821 including building style, Page 40 of 104 architectural design, building color, traffic, parking, pedestrian access, landscaping, and lighting. The proposed outdoor play space at Yerkes Observatory complies with the requirements of the Public & Institutional (P&I) Zoning District and Section 390-0821 of the Village Code. The project appropriately seeks a Conditional Use Permit (CUP) as required for Large and Group Developments within the P&I District. While the proposed play space consists primarily of outdoor recreational features rather than enclosed buildings, it is part of an institutional campus where the total combined gross floor area of existing and proposed development exceeds 10,000 square feet, thereby meeting the definition of a Large Development under Section 390-0821. Accordingly, the applicant has submitted the project for CUP review and has designed the improvements to meet all applicable Large Development standards. Building Style and Architectural Design: The play structure and associated site elements are intentionally designed to be open- air, minimizing visual mass and avoiding conflict with the historic architecture of the Yerkes Observatory. Materials, forms, and layout are compatible with the existing institutional character of the campus and are subordinate to the landmark observatory buildings, and the theme of the play space matches the characteristics and theme of an observatory but is designed in a way that will be inviting to children. Traffic and Parking: The play space functions as an accessory use to existing observatory operations rather than as a standalone destination. Anticipated visitation largely overlaps with current public use patterns, and existing on-site parking and access points are adequate to accommodate projected demand without creating adverse impacts to surrounding roadways or public rights-of-way, which was also indicated in the enclosed traffic study completed for this project. For now, Parkhurst Place will continue to be a suitable option for exiting the site. The applicant is not seeking to change the existing ingress/egress of the site as a part of this application or proposed development. The applicant has however indicated that in the future, as a part of their Master Plan, and as the development continues to grow and expand they understand the need to re-route traffic and find an alternative exit from the site, other than Parkhurst Place. The applicant has prepared 3 different options for the Plan Commission to review and consider. The Plan Commission is not voting on this item as part of this submittal; however, the applicant has included this information to provide future options for the site. The options include installation of a new exit off Constance Boulevard, installation of a new exit off West Geneva Street, and the third option being to continue using Parkhurst Place. As a part of this submittal the applicant has indicated that temporary construction traffic will not be using Parkhurst Place and instead will use the one-way entrance on West Geneva Street to enter and exit the site during construction. The applicant would not like to add a permanent two-way entrance and exit to the site off West Geneva Page 41 of 104 Street, as it compromises the historical Olmstead design. Enclosed in your packet you will find a letter from the Olmstead Network. Pedestrian Access: Safe and convenient pedestrian circulation is provided through existing and planned walkways that connect the play space to parking areas, observatory buildings, and other site amenities. The design prioritizes accessibility and complies with applicable ADA standards. The Village Engineer is seeking an easement on Constance Boulevard for a future walking path to be established. Landscaping: The project preserves existing landscaping and incorporates additional plantings where appropriate to soften visual impacts, provide buffering, and maintain the park-like character of the site. Landscaping is designed to complement natural features and enhance the visitor experience. Lighting: Any proposed lighting will be limited, low-level, and shielded to ensure safety while minimizing light spillover to neighboring properties. Lighting design will be consistent with the observatory’s historic and scientific mission, including sensitivity to dark-sky considerations. By seeking a Conditional Use Permit and designing the project in accordance with the standards set forth in Section 390-0821, the proposed development meets the intent and requirements of the P&I Zoning District. The project integrates educational and recreational improvements in a manner that is compatible with the existing campus, surrounding neighborhood, and the Village’s adopted planning policies. Based on the foregoing findings, the proposed outdoor play space at Yerkes Observatory satisfies the applicable standards for a Conditional Use Permit within the P&I Zoning District and meets the requirements of Section 390-0821 of the Village Code. The Conditional Use Permit may be approved, subject to any conditions deemed appropriate by the Village to ensure ongoing compliance with applicable ordinances and the protection of public health, safety, and welfare. If approved the following conditions shall be included: 1. The temporary gravel parking and staging area shall be removed 30 days after construction is completed. 2. All requirements of the approved Development Agreement be adhered to. Respectfully submitted, Allison Schwark Zoning Administrator Page 42 of 104 EX. BLD.1046.991052.461042.321043.66 1032.181030.56 1025.29 EX. BLD. EX. BLD.7.6'15.7' 92.27' 33.82'30.19' PART OFLOT 6GRAND TERRACESUBDIVISIONPART OF LOT 123AND 122CONSTANCEPUBLIC RIGHT OF WAYLOT 2CSM 4968 LOT 31LOT 1CSM _______2,120,147 S.F.48.67 AC. EX. GAR. 199.2'603.5'274.1' LOT 1CSM 5051 BUILDINGPAD U UU SCAN AREA SCAN AREASCAN AREASCAN AREA SCAN AREA SCANAREASCAN AREA SCAN AREA SCAN AREA SCAN AREA 7.6' U UU SCAN AREA SCAN AREASCAN AREA SCAN AREA SCANAREASCAN AREA SCAN AREA 15.7' MON NGS YERKES 102 MON ip2MON ip2MON ip1MON ip0.5MON REBAR MON ip 1 MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON 162 IP1 FD 2-4-20 MON 161 REBAR SET 2-4-22MON 161 REBAR SET 2-4-21 ST PPPPPPPPPPPP TV T ST E 10371036103510341033 10451040103510301024 1025 1045 10401041104010401039103810371036103510341033103410321031 10301029102810271026102510241023 1030102310261027102810291030103110321034103310361035103710381039104010411041104210431044 10461045 10471048 1042104310431043 1042 1043 1024.081029.03 1026.41 26.0'35.8'18.1'52.0' 30.9' N 00°33'11" W 322.65 N 87°08'49" E 658.72 S 45°40'39" W156.38' S 17°55'43" E147.61'S 09°35'40" E191.04' C2C3C4C5 101510201025 103010301032 32731035.02TFM CHARGE STATION32741035.84TFM CHARGE STATION32791035.75TFM 6"PVC RISER 33281040.90FWD B GATE33291041.03FWD GATE33301041.12FWD33311041.35FWD33321041.24FWD33331040.81FWD CO 36901043.26VEG 36951045.77VEG36961045.49VEG36971045.06VEG 37221043.57TEG B37231042.89TEG H-637241041.88TEG37251041.51TEG BC37261041.38TEG37271041.36TEG EC BC1041.80 37491047.47TEG SO37501048.00TEG E37511048.00TEG B37521047.54TEG E 37531045.05TEG B BC37541044.01TEG37551043.19TEG37561042.93TEG E37571043.17TEG B BC37581043.34TEG37591044.05TEG37601044.89TEG E 37611043.71TEG B37621042.94TEG E TV 60111034.98TEL CR60121035.32TEL60131034.75TEL60161033.68TEL CR60171034.19TEL60181033.24TEL 61311039.59TSC T E445451031.34TFM 1.5"PVC RISER 445591029.74FCL B445601029.42FCL445611029.49FCL445621029.62FCL CO 446081027.19TFM 4"PVC LAT 15' SETBACKVEGETAED SCREENINGBUFFEREXIT DRIVE LOCATION SUBJECTTO FINAL SITE SURVEY PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUTWITH CONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT SCALE:1" = 80'-0"1SITE PLAN OVERVIEW080'160'1" = 80'-0"NORTH08/01/2025DateIssuedSheetNumberSetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L000NOT FOR CONSTRUCTION LEGEND1.FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIOR TO STARTING WORK. REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVE.2.CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK.3.VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUT AND DIMENSIONS SHOWN ON THIS PLANSHALL REQUIRE APPROVAL BY THE OWNER'S REPRESENTATIVE.4.CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICAL ALIGNMENT.5.CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'S REPRESENTATIVE PROVIDING A MINIMUM OF TWO (2)WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK.6.PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TO REMAIN FROM CONSTRUCTION ACTIVITIES.REPLACE IN KIND AND QUANTITY ANY EXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECT LIMITS SHOWN ON PLANS,DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TO PRE-DISTURBANCE STANDARDS AT NO ADDITIONALCOST TO OWNER.7.CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN. SEE SECTION 32 10 00 - PAVING FORADDITIONAL INFORMATION.8.PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE. ENSURE FLUSH TRANSITION BETWEENWEARING SURFACES.9.ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS, PERMITTING, AND ORDINANCES.10.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATION REQUIREMENTS.11.IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THE RESPONSIBILITY OF THE MANUFACTURER.APPROPRIATE LAYOUT OF THE PLAY EQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THEMANUFACTURER. NOTES Page 43 of 104 Play/Space Site Plan Page 44 of 104 VIEW FROM THE PA THS Page 45 of 104 Supernova Play Area Ages 5-12 Page 46 of 104 Planetary Zone Ages 3 - 8 Page 47 of 104 Cosmic Family Pavilion Visitor amenities for all: Play/Space families, trail walkers, pets Two family restrooms Water fountain, free phone charging station, picnic tables Private-access quiet room doubles as: - A nursing room for new moms, with space for other children to play - A sensory break room for children with autism or sensory processing challenges Page 48 of 104 STEEL MESH BRIDGE PLATFORMS INSIDE TUBE SLIDE OBSTACLE COURSES THE SUPERNOVA THREE DIFFERENT SLIDES Page 49 of 104 THE SUPERNOVA STEEL MESH BRIDGE CLIMBING WALL SLIDE Page 50 of 104 THE SUPERNOVA THEA TER The main structure combines play and education seamlessly. The exploratory 3D maze also leads to two slides, a climbing net and educational stage seating 32.. With various accessible features, this is a playground that embraces inclusivity and encourages exploration for all. Page 51 of 104 Climb the stardust and try moving the wooden circles. The climbing bars can be reached form a wheelchair . ACCESSIBLE PLAY ELEMENTS Jump, sit and wobble!supernova remnants are translated into the shape of the bouncy boards on springs. Page 52 of 104 Feel the gravitational pull! Here you’ll find a swing for everyone including a fun basket swing for the younger ones or those with limited mobility. SWINGSET Page 53 of 104 08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L000COVER SHEET SHEET INDEXYERKES OBSERVATORY - PLAY/SPACEWILLIAMS BAY, WI C000COVER SHEETC100GENERALC110EXISTING CONDITIONS PLANC111DEMO PLANC112TREE PROTECTION AND DEMOLITION PLANC210EROSION CONTROL PLANC300OVERALL SITE GRADING PLANC301GRADING PLAN ENLARGEMENTC302GRADING PLAN ENLARGEMENTC400SITE UTILITY PLANC500SITE DETAILSC501SITE DETAILSL100SITE PLAN OVERVIEWL101SITE PLAN - ZONE 1L102SITE PLAN - ZONE 2L103SITE PLAN - ZONE 3L104SITE PLAN - ZONE 4L200LANDSCAPE PLAN OVERVIEWL201LANDSCAPE PLAN - ZONE 1L202LANDSCAPE PLAN - ZONE 2L203LANDSCAPE PLAN - ZONE 3L204LANDSCAPE PLAN - ZONE 4L500LANDSCAPE DETAILSL501SITE DETAILSL502SITE DETAILSL503SITE DETAILSS100STRUCTURAL PLANS200 STRUCTURAL DETAILS OWNER'S REPRESENTATIVECONTACT: DENNIS KOISPHONE: 917-572-2426 LANDSCAPE ARCHITECT OF RECORDSAIKI DESIGNCONTACT: ABBIE MOILIENPHONE: 608-405-8149 CIVIL ENGINEER OF RECORDMEAD & HUNTCONTACT: ANNE ANDERSONPHONE: 608-443-0491 STRUCTURAL ENGINEER OF RECORDMEAD & HUNTCONTACT: ISAAC PANTTIPHONE:608-443-0499 PROJECT INFORMATIONPROPERTY ADDRESS:373 W. GENEVA ST.WILLIAMS BAY, WI PROFESSIONAL SEALS PLAY / SPACE GENEVA LAKE Page 54 of 104 1035 1040 10331034 1036103710381039 101510201025 101210131014101610171018101910211022102310241026 1027 1005101010151020 100310041006100710081009101110121013101410161017101810191021102210231024 1005 1010 1015 100410061007100810091011101210131014 1016 10301035 10311032103310341036 102010251030 1016101610171017 1018 10181018 10191019 101910211022102310241026102710281029 9859909951000100510101015 10201025 103010311032 10251023102410261027 8" PVC 1025.29BFZ SSMHRIM = 1026.98 1042.32BFZ 1043.66BFZ D E CO W V 1052.46BFZ CBDCB B-HIVERIM = 1029.818" PVC NE 1027.11 HYD TELEPHONE UTIL TPEDGM EV STATIONEV STATIONBORETRANS CO W V ESPELEC PANEL BORE BORE BORE BORE LIFT STATION -6.1 TO BOTRIM = 1020.56 MHSTEAM MHRIM = 1041.95 S MHRIM = 1037.61 U U D DMHRIM = 1031.088" PVC SW 1025.3612" PVC E 1025.268' PVC NW 1025.41RIPRAP X:\4668466\242480.01\TECH\CAD\C110.DWG7/31/2025 8:36:47 AM No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI C110EXISTING CONDITIONS PLAN NORTH60301501" = 30' EXISTING CONDITIONS PLAN1 LEGEND:BENCHMARKBOLLARDCONTROL POINTCLEANOUT,ELECTRICAL / COMMUNICATIONSPEDESTALELECTRICAL TRANSFORMER BOXELECTRICAL SERVICE PANELFIRE HYDRANTGAS METERINLET, ROUNDPATH LIGHTLIGHT POLEMANHOLE, FIBER OPTICMANHOLE, SANITARY SEWERMANHOLE, STORM DRAINPOWER POLESIGNSOIL BORINGWATER VALVEGASELECTRIC, OVERHEADELECTRIC, UNDERGROUNDEXISTING CONTOUR LINESFENCEFIBER OPTIC CABLESANITARY SEWERSTORM DRAINSWALECOMMUNICATIONSTELEPHONEUNKNOWN UNDERGROUND UTILITYASSUMED ABANDONED STEAM TUNNELWATER B CO TRANSESP GMCB FOSD W V xxx(.x)xxx(.x) Page 55 of 104 RIM 1031.048" PVC SW 1025.3612" PVC E 1025.268" PVC NW 1025.41 RIM 1029.818" PVC NE 1027.11 RIP RAP EX. GAR. CONC. CURBSCAN AREA EX. GAR.EX. GAR. PPP T 1026.41 T 7 22 40 5253 89 75 33 59 106 65 115 10 20 103 26 61 76 114 94959692 41 93 113 5689 121121 23 27282930313236 39 5051 58646368747879 909197100101102104107108110109111112116117118105 2524 77 6260 161819 444542 REMOVE # 55[22.05" DBH EASTERN RED CEDAR] REMOVE # 43[15.92" DBH PINE] REMOVE # 56[16.56" DBH ARBORVITAE] REMOVE # 73[8.59" DBH BLACK LOCUST] REMOVE # 88[7.96" DBH BLACK CHERRY]REMOVE # 80[19.74" DBH BLACK LOCUST]REMOVE # 81 [18.46" DBH OAK]REMOVE # 82[7.96" DBH EASTERN RED CEDAR]REMOVE # 67[7.64" DBH BLACK LOCUST]REMOVE # 66[4.77" DBH BLACK LOCUST] REMOVE # 69[5.09" DBH BLACK LOCUST]REMOVE # 70[19.24" DBH BLACK LOCUST]REMOVE # 71[19.24" DBH BLACK LOCUST] REMOVE # 82[44.56" DBH OAK] REMOVE # 84[10.50" DBH PINE]REMOVE # 85[21.33" DBH PINE]REMOVE # 86[13.05" DBH PINE]REMOVE # 87[19.42" DBH ARBORVITAE] REMOVE # 57[17.51" DBH PINE] REMOVE # 121[7.96" DBH WHITE BIRCH]REMOVE # 122[12.41" DBH WHITE BIRCH]REMOVE # 123[5.09" DBH BLACK WALNUT]REMOVE # 124[6.68" DBH BLACK WALNUT] REMOVE # 54[47.7" DBH OAK] REMOVE # 72[18.46" DBH BLACK LOCUST] 99 REMOVE # 49[12.41" DBH PINE] X X X XXXX XXXXXXXX XXXXXXXXXXX 3534 REMOVE # 14[8.59" DBH CATALPA]XREMOVE # 15[13.69" DBH CATALPA]XREMOVE # 17[10.82" DBH CATALPA]X REMOVE # 13[21.33" DBH CATALPA]X DBH EQUALEQUAL 6'-0" 4'-6" CRITICAL ROOTRADIUS (CRR) TREEPROTECTIONFENCEFINISH GRADE CRR (FEET) =DBH (INCHES) x 1.5 NOTES: 1.ALL TREES SHOWN TO BE RETAINED WITHIN THE LIMITS OF CONSTRUCTION ON THE PLANS SHALL BE PROTECTED DURINGCONSTRUCTION WITH FENCING.2.PROTECT TREE CANOPIES FROM OVERHEAD DAMAGE.3.TEMPORARY TREE PROTECTION FENCES FOR DEMOLITION PHASE SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANYSITE DEMOLITION OR PREPARATION WORK (CLEARING, GRUBBING, OR GRADING). AFTER DEMOLITION ACTIVITIES ARE COMPLETEFENCES SHALL BE RELOCATED TO PERMANENT CONSTRUCTION PHASE LOCATIONS AND SHALL BE MAINTAINED THROUGHOUTREMAINDER OF THE CONSTRUCTION PROJECT.4.DO NOT INSTALL FENCING ANY CLOSER THAN 5' FROM THE TRUNK OF ANY TREE.5.NO STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT, OR SUPPLIES PERMITTED WITHIN TREE PROTECTION ZONES.6.NO DISPOSAL OF CONSTRUCTION MATERIALS, BYPRODUCTS, OR SOLUTIONS PERMITTED WITHIN TREE PROTECTION ZONES.7.TRUNK DIAMETER AT BREAST HEIGHT (DBH) MEASURED AT 4'-6" ABOVE THE GROUND. PROJECT LIMITSTREE PROTECTION FENCE SCALE:1"=20'-0"1TREE PROTECTION AND DEMOLITION PLAN08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI LEGEND 1.FIELD VERIFY SITE CONDITIONS AND UTILITIES PRIOR TO STARTINGWORK. ANY DAMAGE CAUSED TO EXISTING UTILITIES, EITHER SHOWNOR NOT, SHALL BE REPAIRED AND PAID FOR AT THE CONTRACTOR'SEXPENSE.2.CONTACT DIGGER'S HOTLINE & CITY OF FITCHBURG TO LOCATE ALLPUBLIC AND PRIVATE UTILITIES PRIOR TO STARTING WORK.3.PROTECT OR RELOCATE BENCHMARKS. RELOCATED BENCHMARKS TOBE INCLUDED WITH CONTRACTOR AS-BUILTS.4.DO NOT BLOCK ANY DRIVES, WALKS, OR ENTRANCES WITH TREEPROTECTION FENCING, EQUIPMENT, OR MATERIALS UNLESS RECEIVINGWRITTEN APPROVAL FOR CLOSURES FROM A PROJECTREPRESENTATIVE.5.ALL TREES SHOWN TO BE RETAINED WITHIN THE LIMITS OFCONSTRUCTION SHALL BE PROTECTED WITH TREE PROTECTIONFENCING. ALL TREE PROTECTION FENCING SHALL BE IN PLACE PRIORTO ANY DEMOLITION OR SITE STABILIZATION / MOBILIZATION FORCONSTRUCTION. SEE SPECIFICATION SECTION 31 13 00 "SELECTIVE TREEAND VEGETATION PROTECTION AND REMOVALS" FOR PROTECTIONREQUIREMENTS AND ADDITIONAL GENERAL REQUIREMENTS RELATEDTO TREE PROTECTION AND REMOVALS. TREE PROTECTION FENCE TO BEINSTALLED WITH EXTRA CARE TO NOT OVERLY COMPACT THE SOIL ORTRAMPLE SHRUBS AND GROUND LAYER PLANTS AT THE FENCE LINE.6.TAKE PRECAUTIONS DURING CONSTRUCTION TO NOT DISFIGURE, SCAROR IMPAIR THE HEALTH OF ANY TREE, INCLUDING CITY STREET TREES.EQUIPMENT SHALL BE OPERATED IN A MANNER AS TO NOT DAMAGE THEBRANCHES OF THE TREE(S). THIS MAY REQUIRE USING SMALLEREQUIPMENT AND LOADING AND UNLOADING MATERIAL IN A DESIGNATEDSPACE AWAY FROM TREES ON THE CONSTRUCTION SITE. ANY DAMAGEOR INJURY (EITHER ABOVE OR BELOW GROUND) TO EXISTING TREESSHALL BE REPORTED IMMEDIATELY TO THE PROJECT REPRESENTATIVE.REMEDIATION WILL BE REQUIRED. PENALTIES MAY BE ASSESSED.7.THE STORAGE OF PARKED VEHICLES, CONSTRUCTION EQUIPMENT,BUILDING MATERIALS, REFUSE, EXCAVATED SPOILS OR DUMPING OFPOISONOUS MATERIALS ON OR AROUND TREES AND ROOTS WITHIN THETREE PROTECTION ZONE IS PROHIBITED.8.ALL PRUNING SHALL FOLLOW THE AMERICAN NATIONAL STANDARDSINSTITUTE (ANSI) A300-PART 1, STANDARDS FOR PRUNING.9.MAINTENANCE WITHIN TREE PROTECTION FENCING IS REQUIREDINCLUDING MOWING, WEEDING, WATERING, TRASH, AND SNOWREMOVAL. MAINTAIN HEALTH OF ALL EXISTING VEGETATION TO REMAIN.SEE SPECIFICATION SECTION 31 13 00 "SELECTIVE TREE ANDVEGETATION PROTECTION AND REMOVALS" FOR ADDITIONALINFORMATION.10.PRESERVE 1 OF THE FOLLOWING BLACK LOCUST TREES TO PRODUCE8-12 STUMPS, 12"-18" DIAMETER AND 12"-18" HEIGHT: #70, #72, #801.UTILIZE REMAINING 6"-9" DIAMETER SECTIONS TO PRODUCE LOGS.11.PRESERVE 1 OF THE FOLLOWING BLACK LOCUST TREES TO PRODUCE4-8 LOGS, 6"-9" DIAMETER AND 5'-8' LENGTH: #67 OR #6212.CONTRACTOR SHALL REFERENCE AND FOLLOW RECOMMENDATIONSOUTLINES IN THE REPORT, "GEOTECHNICAL EXPLORATION - PROPOSEDYERKES OBSERVATORY PLAY SPACE AND BUILDING ADDITION",PREPARED BY CGC, INC., AND DATED JULY 28, 2025 (REPORT AVAILABLEFROM OWNER UPON REQUEST) AT ALL TIMES PRIOR TO AND DURINGCONSTRICTION. NOTES TREE CANOPYCRITICAL ROOT ZONE (CRZ)ROOT PLATE ZONE (RPZ) C112TREE PROTECTION AND DEMOLITION PLAN SCALE:NTS2TREE PROTECTION FENCE 020'40' 1" = 20'-0"NORTH EXISTING TREE INVENTORY Page 56 of 104 CB CB SDSDSDSD SD 1025.29BFZ SSMHRIM = 1026.98 CO CBDCB B-HIVERIM = 1029.818" PVC NE 1027.11 HYD GM EV STATIONEV STATIONBORE CO ESP ELEC PANEL BORE BORE BORE LIFT STATION -6.1 TO BOTRIM = 1020.56 D DMHRIM = 1031.088" PVC SW 1025.3612" PVC E 1025.268' PVC NW 1025.41 1035 1040 10331034 1036103710381039 1015 1020 1025 1014101610171018101910211022102310241026 1027 1015 1020 10121013101410161017101810191021102210231024 1005 1010 1015 100410061007100810091011101210131014 1016 10301035 10311032103310341036 1020 1025 101610161017 1017 1018 1018 1018 1019 1019 1019102110221023102410261027 990 99510001005101010151020 1025 1030 10311032 10251024102610251023102410261027 1015101610171018 1023 1020 101610171018101910211022 1018 103010281029-1.01%-1.04%-2.38% -1.05%-1.00% -4.75%-7.87%-4.53%-2.02% -2.00% -1.84% -2.20%-1.20% -2.29% -1.92%-1.96%-1.50% -2.41% -21.68% -6.81% -7.25% -7.26% -8.00% -25.01%-25.00%-23.59% -1.90% -1.54%-1.05% -0.87%-4.73% -5.05%-1.54% -2.22%-2.63%-5.97%-5.39%-7.04%-5.19% REMOVE AND REPLACE ASPHALT ROAD SOUTHWESTDRY POND SOUTHEASTDRY POND BATHROOMSFFE = 1028.10 INSTALL SLOPE INTERRUPTION8" DIAMETER SOCK FILLED WITH SOIL MEDIA,SPACED EVERY 8' ALONG STEEP TRAIL X:\4668466\242480.01\TECH\CAD\C300.DWG7/31/2025 8:37:01 AM No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI C300OVERALL SITE GRADING PLAN NORTH40201001" = 20' OVERALL SITE GRADING PLAN1 LEGEND:ASPHALTEXISTING CONTOUR LINESPROPOSED CONTOUR LINESGRADING LIMITSFINISHED / PROPOSED SPOT ELEVATIONFINISHED / PROPOSED SLOPE xxx(.xx)xxx(.xx)xxx(.xx)xxx(.xx)X.XXX%X:X Page 57 of 104 CB D 1030 10281029103110321033 1025 102210231024 1026 1027 103010281029 BATHROOMSFFE = 1028.10 1030.24 1030.68 1029.48 TW 1028.31 1029.28 TW 1031.07 1028.10 1027.69 1027.23 1027.29 1029.28 TW 1029.301027.671027.51 1027.25 1027.241026.16 1030.82 1027.25 1027.481027.491027.52 1027.621027.681027.671027.801027.70 1027.421027.791027.83 1029.841030.64 1031.33 -1.01% -1.04% -7.46% -10.72%-4.53%-1.33%-1.72% -1.94% -8.08%-8.00% -13.54%1026.17-1.01% -1.00% -2.03%-2.38% -1.04% 10301031 10261027 -2.02% -1.95%-1.98% -1.63%-0.92% 1027.231028.50 TW -46.94%-21.43%-7.68% 1028.021028.10 1028.101028.03 1027.911028.10 1028.02 -1.25% -2.27% -2.02% -1.28%-3.83%-3.84%-3.58% -1.76% -4.22%-3.78% -2.91% -5.99% -1.75%-3.86% -2.37% -5.51% -4.20%-4.75%-3.83%-4.51%-7.91% -6.75% -6.61% 1029.921030.42 1028.391029.06-4.53%-1.54% 1029.391029.00 1030.331030.201030.31 1031.161030.471030.7010301029 1028 1029 X:\4668466\242480.01\TECH\CAD\C301.DWG7/31/2025 8:37:10 AM No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI C301PLAY SPACE GRADING PLAN ENLARGEMENT NORTH2010501" = 10' PLAY SPACE GRADING PLAN ENLARGEMENT1 Page 58 of 104 CBDCB B-HIVERIM = 1029.818" PVC NE 1027.11 HYD 1021102210231024 1016 1016 1017 1017 1018 1018 1018 1019 1019 1025 1025 1024 102410261026 1015 1020 1025 1013101410161017101810191021102210231024 10261027 1015101610171018 101610171018 1023 1020 101610171018101910211022 1018 103010281029 CB CB SDSDSDSDSDSDSDSDSD SDSDSD SOUTHWESTDRY POND SOUTHEASTDRY POND 1030.24 1030.681028.31 1031.07 1027.23 1027.29 1029.301027.671027.51 1026.95 1026.781027.051027.241027.211028.23 TW 1027.341027.40 1027.20 1027.03 1026.821026.62 1026.47 1026.70 1026.80 1026.50 1026.85 1026.71 1026.62 1027.031026.851026.701026.69 1023.65 1026.65 1023.58 1023.751023.71 1024.00 1026.70 1025.801025.741025.14 1025.081024.271023.50 1023.551023.531023.441023.35 1023.21 1023.50 1023.14 1023.33 1022.961023.031022.93 1027.25 1027.241026.16 1022.88 1017.13 1030.82 1026.831027.05 1023.09 1025.68 1023.33 1024.401024.341025.171025.11 1026.58 1026.32 102510261027 1026.89 1026.73 1026.971026.951026.801026.851026.801026.72 1026.95 1026.831026.79 1026.73 1027.12 1027.091027.171027.181027.151027.111027.121027.09 1026.96 1027.251027.27 1027.481027.491027.52 1027.621027.681027.67 1027.33 1027.801027.70 1027.421027.791027.83 1029.841030.64 1031.33 -1.01% -1.04% -1.00% -1.05%-1.00% -10.72%-4.53%-1.33%-1.72% -2.00% -1.94% -2.00%-1.01% -23.66% -2.05% -1.99%-1.65% -1.50% -2.41% -25.00% -32.86% -6.78% -7.25% -7.26% -7.28% -8.08%-8.00% -25.00%-25.00% -23.59% -1.78%-1.86% -2.01%-1.54%-1.58% -1.49%-1.05% -1.13% -4.33% -4.98%-1.54% -2.44% -2.20% -2.58% -5.38%-5.39%-7.20%-5.19% -2.82% -4.79% -20.35% -0.89% -1.54% -14.42% -4.16%-4.87% -8.49% -7.25% -10.48% -22.76% -12.21%-22.13% -4.24% -7.40% -14.32%-25.00%-22.34% -9.58% -23.57% -8.23% -19.07%-19.00%-10.28% -21.55% -17.39%-25.00% -13.69%-10.20% -30.14% -26.11% -14.14%-16.01% -20.96%-13.54% -4.73% 1014.361014.941015.04 1014.45 1017.21 1020.011020.07 1022.96 1026.17 CB-2(SEE C400)CB-1(SEE C400) 1027.08 1026.96 1026.78 -1.07% -1.05% -1.01% -1.01% -1.05% -1.00% -2.03%-2.38% -2.01% -1.04% -1.04% -1.02% 1030 1030 1029 1031 1031 1027 1027 102510261027 -2.02% -1.95%-1.98% -1.63%-0.92% 1026.75 1027.231028.50 TW 1028.001027.04 -46.94%-21.43%-7.68% 1028.21 TW 1028.40 TW1028.66 TW1027.27 1025.00 TW 1025.50 TW1025.50 TW 1024.00 TW -3.84%-3.58% -4.20%-4.75%-3.83%-4.51%-7.91% -6.75% -6.61% 1029.921030.42 1028 X:\4668466\242480.01\TECH\CAD\C301.DWG7/31/2025 8:37:14 AM No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI C302PLAY SPACE GRADING PLAN ENLARGEMENT NORTH2010501" = 10' PLAY SPACE GRADING PLAN ENLARGEMENT1 Page 59 of 104 CB CB SDSDSDSD SD SSMHRIM = 1026.98 1042.32BFZE CO CBDCB B-HIVERIM = 1029.818" PVC NE 1027.11 HYD TELEPHONE UTIL TPED GM EV STATIONEV STATIONTRANS CO ESP ELEC PANELLIFT STATION -6.1 TO BOTRIM = 1020.56 S MHRIM = 1037.61 U D DMHRIM = 1031.088" PVC SW 1025.3612" PVC E 1025.268' PVC NW 1025.41SSSSSS SSW E E E E E E E E E EE E E E GG G G G C C C C C C CC C C C W WWWWWW W BFPW V W V CO 108 LF 6" PVC SANITARY SEWER2" COPPER WATER SERVICECOMM AND ELECTRIC SERVICEGAS SERVICE WATER VALVECONNECT TO EXISTING WATER SERVICE LINE WATER SERVICEWITH QUICK COUPLERFOR MAINTENANCE WATER SERVICEWITH QUICK COUPLERFOR MAINTENANCE WATER VALVEBACK FLOW PREVENTERRELOCATE UTILITY PEDESTAL CB-1(SEE 7/C501)RIM = 1025.503" WIDE NOTCH INV EL = 1025.2512" E INV EL = 1024.00 126 LF OF 12" PVC @ 5.55% FLARED APRON END SECTIONWITH RIPRAP OUTFALLINV EL = 1017.00(SEE 4/C500) CB-2(SEE 7/C501)RIM = 1017.501.5" WIDE NOTCH INV EL = 1017.2512" SE INV EL = 1015.00 42 LF 1" COPPER WATER SERVICE118 LF 1" COPPER WATER SERVICE89 LF 1" COPPER WATER SERVICE 6" CLEANOUT SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 DISTURBANCE LIMITS, TYPICAL FLARED APRON END SECTIONWITH RIPRAP OUTFALLINV EL = 1014.50(SEE 4/C500) 43 LF OF 12" PVC @ 1.16%SOUTHWESTDRY POND SOUTHEASTDRY POND BATHROOMS X:\4668466\242480.01\TECH\CAD\C400.DWG7/31/2025 8:37:25 AM No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI SITE UTILITY PLAN NOTES:1.INSTALL 2,800 LF OF 6" DRAIN TILE UNDER PLAYGROUND SURFACES. C400SITE UTILITY PLAN NORTH40201001" = 20' SITE UTILITY PLAN1 LEGEND:RIPRAP OUTFALLSTORM DRAINAGE OVERFLOWSTRUCTUREFLARED APRON END SECTIONWATER VALVEELECTRIC, UNDERGROUNDGASSANITARY SEWERSTORM DRAIN PIPEUNDERDRAINWATER CBW VEGSSSDUDW Page 60 of 104 /// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\/// \\ SECTION PERSPECTIVE VIEWNOTES:1.ENDS OF FENCE SHALL BE TURNED UPSLOPE 1 TO 2 FEET IN ELEVATION TO PREVENT FLANKING.2.STAPLE FABRIC WITH MINIMUM 1/2 INCH STAPLES TO THE UPSLOPE SIDE OF THE POSTS.3.WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BYSIX INCHES AND FOLDED. FILTER FABRIC(SEE SPECIFICATIONS)UNDISTURBED GROUNDFLOWMINIMUM 4" FABRIC IN A 4"x4" TRENCHOR A 4" DEEP V-TRENCH,TRENCH SHALL BE BACKFILLED AND COMPACTED 2'-0"MAXIMUM 4"MINIMUM 2"x2" HARDWOOD POSTSOR EQUIVALENT8'-0" CENTER TO CENTERTYPICAL GROUND SURFACE(FENCE BURIED) 2'-0"MAXIMUM 4"MINIMUMFLOWFLOW SILT FENCE DETAIL1NOT TO SCALE 4. 2. 5.1.3.(A)3.(B) NOTES:1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING SEED.2.BEGIN AT THE TOP OF THE SLOPE OR CHANNEL BY ANCHORING THE BLANKET IN 6" DEEP X6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS 3.(A) DOWN OR 3.(B) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH 4" OVERLAP. USE ONLYBIODEGRADABLE STAPLES.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE OR CHANNEL, PLACE BLANKETS ENDOVER END (SHINGLE STYLE) WITH 6" OVERLAP. STAPLE APPROXIMATELY 12" APART.6.ALL BLANKETS MUST BE SECURELY FASTENED TO THE SLOPE OR CHANNEL BY PLACINGSTAPLES/STAKES IN APPROPRIATE LOCATIONS AS RECOMMENDED BY THEMANUFACTURER.7.USE EROSION CONTROL REVEGETATIVE MAT (ECRM) CLASS-1, TYPE-B. CHANNELINSTALLATION SLOPEINSTALLATION 2'-0" MINIMUM EROSION MAT INSTALLATION DETAIL2NOT TO SCALE ROADWAY NOTES:1.MAINTAIN THE TRACKING PAD IN A CONDITION TO PREVENT SEDIMENT FROM LEAVING THESITE. SHOULD MUD BE TRACKED OR WASHED ONTO EXISTING PAVEMENT, IT MUST BEREMOVED IMMEDIATELY. 5' 5' 10'-0" 50'-0"MINIMUM 15'-0"MINIMUM3-INCH TO 6-INCHWASHED STONE EXISTINGPAVEMENT10'4' 36'MINIMUMLEVEL SECTION6-INCH HUMP TO DIVERTRUNOFF FROM PAVED ROAD 6"MINIMUM12"MINIMUM PLAN SECTION 2% TRACKING PAD DETAIL3NOT TO SCALE GEOTEXTILE FABRICTYPE "R"6"12"MINIMUM LIGHT RIPRAP,WISDOT SECTION 606 FLAREDAPRONEND SECTION 10'MINIMUM 8'MINIMUM LIGHT RIPRAP,WISDOT SECTION 606 GEOTEXTILE FABRICTYPE "R"6"12"MINIMUM 13.5 TO 4.5 PLAN SECTION B-B SECTION A-A B B AA RIPRAP OUTFALL DETAIL4NOT TO SCALE 12" 12"4"8" 6" 4"x6" OVAL HOLE SHALLBE HEAT CUT INTOALL FOUR SIDE PANELS GEOTEXTILE FABRIC,TYPE FF INLET SPECIFICATIONSAS PER THE PLANDIMENSION LENGTH AND WIDTH TO MATCH FRONT, BACK, ANDBOTTOM TO BE MADEFROM SINGLE PIECEOF FABRIC FLAPPOCKET USE REBAR OR STEEL RODFOR REMOVAL OR FORINLETS WITH CAST CURBBOX USE WOOD 2x4,EXTEND 10" BEYONDGRATE WIDTH ONBOTH SIDES, LENGTHVARIES, SECURE TOGRATE WITH WIREOR PLASTIC TIES MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS,TYPICAL INLET PROTECTION DETAIL, TYPE D5NOT TO SCALE GEOTEXTILE FABRIC,TYPE FF SEE NOTE 1 NOTES:1.FABRIC SIZE SHALL BE MINIMUM 10-INCHGREATER ON ALL SIDES OF THE INLET COVERTO FACILITATE MAINTENANCE OR REMOVAL.2.CLEAN OR REPLACE WHEN PLUGGED. INLET PROTECTION DETAIL , TYPE B6NOT TO SCALE No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI X:\4668466\242480.01\TECH\CAD\C500.DWG7/31/2025 8:37:31 AM C500SITE DETAILS Page 61 of 104 (W)(W)/2(W)/26"MAXIMUMUNDISTURBEDSOILCOMPACTEDSANDWATER SERVICE PIPE COMPACTED BACKFILL2" THICK RIGID EXTRUDEDPOLYSTYRENE FOAM INSULATION WATER SERVICE DEPTH (D)2'-0"2'-6"3'-0"3'-6"4'-0" TO 6'-0"MORE THAN 6'-0"INSULATION WIDTH (W)8'-0"7'-0"6'-0"5'-0"4'-0"0'-0" NOTES:1.WHERE TOP OF WATER SERVICE PIPE IS LOCATED LESS THAN 6'-0" BELOW THE GROUNDSURFACE OR STORM SEWER CROSSES ABOVE MAIN OR LATERAL PROVIDE INSULATION ASSHOWN ON DETAIL. WATER LINE INSULATION DETAIL1NOT TO SCALE (D)1'MINIMUMMAXIMUM 2% SLOPE 4" TYPICALSEE PLAN FOR WIDTH4" THICK 4000 PSI CONCRETEPLACE JOINTS AT A SPACINGEQUAL TO THE WIDTH OF THE WALK 4" THICK GRANULAR FILL CONCRETE SIDEWALK DETAIL5NOT TO SCALE NOTES:1.PROVIDE 3/4" FIBER EXPANSION JOINT WHERE NEW WALK ABUTS EXISTING WALK ORCURB.2.FINISH GRADE ADJACENT TO SIDEWALK - 1/2" TO 1" BELOW TOP OF SIDEWALK.SECTION PVC PIPE BEDDING DETAIL2NOT TO SCALE 12" EXCAVATED MATERIAL 4" FINISHED GRADE BEDDING PER THESPECIFICATIONSUNDISTURBED SOILPIPEOUTSIDEDIAMETER NOTES:1.BOTTOM OF TRENCH SHALL BE THE PIPE OUTSIDE DIAMETER PLUS 16 INCHES. 120.0° 120.0°SLOT,(3) AROUND PIPE, TYPICAL6" HPDE, TYPE SP WITH CLASS 2PERFORATIONS ACCORDING TOAASHTO M 252 WITHSOLVENT WELDED ORELASTOMERIC JOINTS DRAIN TILE DETAIL3NOT TO SCALE SECTION 6-INCH THICK CONCRETEWITH EMBEDDED EXPOSED GLOW 6-INCH MINIMUM THICK BASE COURSE 6" CONCRETE APRON PAVEMENT DETAIL4NOT TO SCALE NOTES:1.PROVIDE 3/4" FIBER EXPANSION JOINT WHERE NEW PAVEMENT ABUTS EXISTING CONCRETEPAVEMENT, OR CURB. 6" SUBGRADE GRADE CLEANOUT DETAIL6NOT TO SCALE CLEANOUT PLUG EQUAL TOJ R SMITH SERIES 4280CAST IRON FROST SLEEVEMECHANICAL COUPLING PIPE SAME MATERIAL AS SEWER,SIZE PER GOVERNING PLUMBING CODESTORM DRAIN OR SANITARYSEWER REFER TO PLANFOR TYPE, SIZE AND INVERT COMPACTED CLEAR STONE HEAVY DUTY NEENAHR-6462-BH FRAME ANDLID WITH NEOPRENE GASKETOR APPROVED EQUAL6" PROFILEPLAN OUTFLOW PIPEIN BELL GRATE,CASTING NF-R4380 OR EQUALNOTCH 4", TYPICAL6" GRANULAR BASE,NON-COMPACTED 36"OUTFLOW PIPE NOTES:1.PRECAST INLET IN ACCORDANCE WITH ASTM C478.2.BASE SHALL BE MONOLITHIC WITH THE RISERSECTION BOTTOM A MINIMUM OF 24 INCHES HIGH.3.COVER SHALL BE RATED FOR HS-20 LOADING. DRY POND CATCH BASIN DETAIL7NOT TO SCALE12" RIMELEVATIONNOTCHWIDTHNOTCHINVERTELEVATIONOUTFLOWPIPE SIZEOUTFLOWPIPE INVERTELEVATIONCB-11025.503"1025.2512"1024.00CB-21017.501.5"1017.2512"1015.00 NOTCH No.Date:Description:Revisions: 8/1/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI X:\4668466\242480.01\TECH\CAD\C500.DWG7/31/2025 8:37:33 AM C501SITE DETAILS Page 62 of 104 EX. GAR. SCAN AREA PP T 1037 1036 1035 1034 1033 1026.41 1015 1020 1025 1030 10301032 T 450 S.F. BUILDING 170 SFSENSORY 10 SFMECHWALK OFFCARPET WALK OFFCARPET ZONE 1ZONE 2 ZONE 3ZONE 4 PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUTWITH CONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT 2 6 1011 345789 1213141516 MATCH INTO EXISTING ASPHALT PAVEMENTSTANDARD CONCRETE PAVING - 1/L501STANDARD CONCRETE PAVING WITH GLOWSTONES - 1/L501 (YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)PIP SURFACING OVER TYPE 1 BASE - 4/L501 (11COLOR MIXES, 1-3 COLORS PER MIX, SEE 3/L502)PIP SURFACING OVER TYPE 2 BASE - 6/L501 (1COLOR MIX, 3 COLORS PER MIX)WOOD CHIP PATH - 5/L501MATCH INTO EXISTING WOOD CHIP PATHENGINEERED WOOD FIBER - 2/L501CONCRETE STAIR WITH PRECAST TREADS ANDHANDRAIL - 1/L502CAST-IN-PLACE CONCRETE SEAT WALL WITHPRECAST CAP - 7/L501WOOD BENCH TOP - 6/L501STONE TYPE 1 WALL - 1/L503STONE TYPE 1 SCRAMBLE - 2/L503OFOI PICNIC TABLESWING SET & FALL ZONE - 2/L502OFOI MONSTRUM PLAY ELEMENTSOFOI SALVAGED STUMPSOFOI SALVAGED LOGSSTONE TYPE 2 EDGE - 2/L501STONE TYPE 1 SEAT - 3/L503STANDARD ASPHALT PAVEMENTCUSTOM METAL FENCE AND GATE - 4/L503 1 171819202122 08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L100SITE PLAN OVERVIEW LEGEND 1.FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIORTO STARTING WORK. REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.2.CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK.3.VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUTAND DIMENSIONS SHOWN ON THIS PLAN SHALL REQUIRE APPROVAL BY THE OWNER'SREPRESENTATIVE.4.CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICALALIGNMENT.5.CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'SREPRESENTATIVE PROVIDING A MINIMUM OF TWO (2) WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK.6.PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TOREMAIN FROM CONSTRUCTION ACTIVITIES. REPLACE IN KIND AND QUANTITY ANYEXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECT LIMITS SHOWN ONPLANS, DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TOPRE-DISTURBANCE STANDARDS AT NO ADDITIONAL COST TO OWNER.7.CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN.SEE SECTION 32 10 00 - PAVING FOR ADDITIONAL INFORMATION.8.PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE.ENSURE FLUSH TRANSITION BETWEEN WEARING SURFACES. 9.ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS,SPECIFICATIONS, PERMITTING, AND ORDINANCES.10.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDINGSHPO EXCAVATION REQUIREMENTS.11.IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THERESPONSIBILITY OF THE MANUFACTURER. APPROPRIATE LAYOUT OF THE PLAYEQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THEMANUFACTURER. NOTES REFERENCE SCHEDULE SCALE:1" = 20'-0"1SITE PLAN OVERVIEW020'40' 1" = 20'-0"NORTH Page 63 of 104 P T 1037 1036 1035 1034 10331030 10301032 T R98'-10" 3 4 R21' 1 11 1611 10 2 13 13 21 1 1'R6'-014"R6'-014"11'-612" 9'-10"20'-912" R35'-714" R62'-734"R35'1' 8' TYP.R14'-014" 1 R39'-614" ZONE 1 - SEE SHEET L101ZONE 2 - SEE SHEET L102 ZONE 1 - SEE SHEET L101ZONE 3 - SEE SHEET L103 PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT 2 6 1011 345789 1213141516 MATCH INTO EXISTING ASPHALT PAVEMENTSTANDARD CONCRETE PAVING - 1/L501STANDARD CONCRETE PAVING WITH GLOWSTONES - 1/L501 (YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)PIP SURFACING OVER TYPE 1 BASE - 4/L501 (11COLOR MIXES, 1-3 COLORS PER MIX, SEE 3/L502)PIP SURFACING OVER TYPE 2 BASE - 6/L501 (1COLOR MIX, 3 COLORS PER MIX)WOOD CHIP PATH - 5/L501MATCH INTO EXISTING WOOD CHIP PATHENGINEERED WOOD FIBER - 2/L501CONCRETE STAIR WITH PRECAST TREADS ANDHANDRAIL - 1/L502CAST-IN-PLACE CONCRETE SEAT WALL WITHPRECAST CAP - 7/L501WOOD BENCH TOP - 6/L501STONE TYPE 1 WALL - 1/L503STONE TYPE 1 SCRAMBLE - 2/L503OFOI PICNIC TABLESWING SET & FALL ZONE - 2/L502OFOI MONSTRUM PLAY ELEMENTSOFOI SALVAGED STUMPSOFOI SALVAGED LOGSSTONE TYPE 2 EDGE - 2/L501STONE TYPE 1 SEAT - 3/L503STANDARD ASPHALT PAVEMENTCUSTOM METAL FENCE AND GATE - 4/L503 1 171819202122 SCALE:1" = 10'-0"1SITE PLAN ZONE 108/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L101SITE PLAN ZONE 1 LEGEND 1.FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIOR TO STARTING WORK. REPORTANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.2.CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK.3.VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUT AND DIMENSIONS SHOWN ONTHIS PLAN SHALL REQUIRE APPROVAL BY THE OWNER'S REPRESENTATIVE.4.CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICAL ALIGNMENT.5.CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'S REPRESENTATIVE PROVIDING A MINIMUM OFTWO (2) WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK.6.PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TO REMAIN FROM CONSTRUCTIONACTIVITIES. REPLACE IN KIND AND QUANTITY ANY EXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECTLIMITS SHOWN ON PLANS, DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TOPRE-DISTURBANCE STANDARDS AT NO ADDITIONAL COST TO OWNER.7.CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN. SEE SECTION 32 10 00 -PAVING FOR ADDITIONAL INFORMATION. 8.PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE. ENSURE FLUSH TRANSITIONBETWEEN WEARING SURFACES.9.ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS, PERMITTING, ANDORDINANCES.10.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATIONREQUIREMENTS.11.IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THE RESPONSIBILITY OF THE MANUFACTURER.APPROPRIATE LAYOUT OF THE PLAY EQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THEMANUFACTURER. NOTES REFERENCE SCHEDULE 010'20' 1" = 10'-0"NORTH Page 64 of 104 450 S.F. BUILDING 170 SFSENSORY 10 SFMECHWALK OFFCARPET WALK OFFCARPET TYP. FOR (9) 3 46 R2'6' R13'-10"8 3121619 20 2 210 12 14 16 8'3'-6" 29'-514" 70'-1034" 7'-814"4'5'-814"R20' R35' R35'1' TYP 1' 15'-1114"R1'-9" R2020'-614" R221'-234" R51'-11" 4', TYP. 20 1313 22'-912" 22 R39'-6"ZONE 1 - SEE SHEET L101ZONE 2 - SEE SHEET L102 ZONE 2 - SEE SHEET L102ZONE 4 - SEE SHEET L104 PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT 2 6 1011 345789 1213141516 MATCH INTO EXISTING ASPHALT PAVEMENTSTANDARD CONCRETE PAVING - 1/L501STANDARD CONCRETE PAVING WITH GLOWSTONES - 1/L501 (YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)PIP SURFACING OVER TYPE 1 BASE - 4/L501 (11COLOR MIXES, 1-3 COLORS PER MIX, SEE 3/L502)PIP SURFACING OVER TYPE 2 BASE - 6/L501 (1COLOR MIX, 3 COLORS PER MIX)WOOD CHIP PATH - 5/L501MATCH INTO EXISTING WOOD CHIP PATHENGINEERED WOOD FIBER - 2/L501CONCRETE STAIR WITH PRECAST TREADS ANDHANDRAIL - 1/L502CAST-IN-PLACE CONCRETE SEAT WALL WITHPRECAST CAP - 7/L501WOOD BENCH TOP - 6/L501STONE TYPE 1 WALL - 1/L503STONE TYPE 1 SCRAMBLE - 2/L503OFOI PICNIC TABLESWING SET & FALL ZONE - 2/L502OFOI MONSTRUM PLAY ELEMENTSOFOI SALVAGED STUMPSOFOI SALVAGED LOGSSTONE TYPE 2 EDGE - 2/L501STONE TYPE 1 SEAT - 3/L503STANDARD ASPHALT PAVEMENTCUSTOM METAL FENCE AND GATE - 4/L503 1 171819202122 08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L102SITE PLAN ZONE 2 SCALE:1" = 10'-0"1SITE PLAN ZONE 2010'20' 1" = 10'-0"NORTH LEGEND 1.FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIOR TO STARTING WORK. REPORTANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.2.CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK.3.VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUT AND DIMENSIONS SHOWN ONTHIS PLAN SHALL REQUIRE APPROVAL BY THE OWNER'S REPRESENTATIVE.4.CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICAL ALIGNMENT.5.CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'S REPRESENTATIVE PROVIDING A MINIMUM OFTWO (2) WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK.6.PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TO REMAIN FROM CONSTRUCTIONACTIVITIES. REPLACE IN KIND AND QUANTITY ANY EXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECTLIMITS SHOWN ON PLANS, DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TOPRE-DISTURBANCE STANDARDS AT NO ADDITIONAL COST TO OWNER.7.CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN. SEE SECTION 32 10 00 -PAVING FOR ADDITIONAL INFORMATION. 8.PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE. ENSURE FLUSH TRANSITIONBETWEEN WEARING SURFACES.9.ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS, PERMITTING, ANDORDINANCES.10.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATIONREQUIREMENTS.11.IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THE RESPONSIBILITY OF THE MANUFACTURER.APPROPRIATE LAYOUT OF THE PLAY EQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THEMANUFACTURER. NOTES REFERENCE SCHEDULE Page 65 of 104 EX. GAR.EX. GAR. 1026.41 6 8 R17'-912"R44'-514" R18'-0R18'-014" 3' TYP. TYP. FOR (2)TYP. FOR (2) R2' R43'-1112" R21' R13'R11'R117'R17'R21' R39'R19' R128'-3"R32'-514" R26' 8 5 5 4 13 18 1519 20 20 20 2 20 20 19 19 19 2016 13 R30' 3' TYP. R21' R29'-612"R17'-012"R66'-512" R99'-10"R25' R99'-10" R4'-6"R24' R20' R26'-214" R8'-6"6' TYP. 1' TYP.13 17TYP. FOR (11)TYP. FOR (3) 3' MIN. TYP. ZONE 3 - SEE SHEET L103ZONE 4 - SEE SHEET L104 ZONE 1 - SEE SHEET L101ZONE 3 - SEE SHEET L103 PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT 2 6 1011 345789 1213141516 MATCH INTO EXISTING ASPHALT PAVEMENTSTANDARD CONCRETE PAVING - 1/L501STANDARD CONCRETE PAVING WITH GLOWSTONES - 1/L501 (YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)PIP SURFACING OVER TYPE 1 BASE - 4/L501 (11COLOR MIXES, 1-3 COLORS PER MIX, SEE 3/L502)PIP SURFACING OVER TYPE 2 BASE - 6/L501 (1COLOR MIX, 3 COLORS PER MIX)WOOD CHIP PATH - 5/L501MATCH INTO EXISTING WOOD CHIP PATHENGINEERED WOOD FIBER - 2/L501CONCRETE STAIR WITH PRECAST TREADS ANDHANDRAIL - 1/L502CAST-IN-PLACE CONCRETE SEAT WALL WITHPRECAST CAP - 7/L501WOOD BENCH TOP - 6/L501STONE TYPE 1 WALL - 1/L503STONE TYPE 1 SCRAMBLE - 2/L503OFOI PICNIC TABLESWING SET & FALL ZONE - 2/L502OFOI MONSTRUM PLAY ELEMENTSOFOI SALVAGED STUMPSOFOI SALVAGED LOGSSTONE TYPE 2 EDGE - 2/L501STONE TYPE 1 SEAT - 3/L503STANDARD ASPHALT PAVEMENTCUSTOM METAL FENCE AND GATE - 4/L503 1 171819202122 SCALE:1" = 10'-0"1SITE PLAN ZONE 308/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L103SITE PLAN ZONE 3 LEGEND 1.FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIOR TO STARTING WORK. REPORTANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.2.CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK.3.VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUT AND DIMENSIONS SHOWN ONTHIS PLAN SHALL REQUIRE APPROVAL BY THE OWNER'S REPRESENTATIVE.4.CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICAL ALIGNMENT.5.CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'S REPRESENTATIVE PROVIDING A MINIMUM OFTWO (2) WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK.6.PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TO REMAIN FROM CONSTRUCTIONACTIVITIES. REPLACE IN KIND AND QUANTITY ANY EXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECTLIMITS SHOWN ON PLANS, DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TOPRE-DISTURBANCE STANDARDS AT NO ADDITIONAL COST TO OWNER.7.CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN. SEE SECTION 32 10 00 -PAVING FOR ADDITIONAL INFORMATION. 8.PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE. ENSURE FLUSH TRANSITIONBETWEEN WEARING SURFACES.9.ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS, PERMITTING, ANDORDINANCES.10.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATIONREQUIREMENTS.11.IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THE RESPONSIBILITY OF THE MANUFACTURER.APPROPRIATE LAYOUT OF THE PLAY EQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THEMANUFACTURER. NOTES REFERENCE SCHEDULE 010'20' 1" = 10'-0"NORTH Page 66 of 104 1015 1020 1025 8 8 5 6 R18'-0 14" R45'-11" R105'-10" R70'-4 14" R19'-0 14" R2' 6' R60'-5" R8'-11 14" R56'-10 1 2" R32'-8 12" R28'-8 12" R9'-7 14" R8'-11" 3' 4'-1" R2' R4' R8' 3 4 6 8 7 10 12 13 16 9 11 1116 16 16 20 20 20 20 19 19 R99'-10" R4' R4' R8'-6" 1' 6' TYP. 1 4" R1'-9" R51'-11" R51'-11"R71'-10 12" R52' 4', TYP. 3' MIN,TYP. 13 1' R3' ZONE 3 - SEE SHEET L103 ZONE 4 - SEE SHEET L104 ZONE 2 - SEE SHEET L102 ZONE 4 - SEE SHEET L104 PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITHCONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT 2 6 10 11 3 4 5 7 8 9 12 13 14 15 16 MATCH INTO EXISTING ASPHALT PAVEMENTSTANDARD CONCRETE PAVING - 1/L501STANDARD CONCRETE PAVING WITH GLOWSTONES - 1/L501 (YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUT WITH CONTRACTOR)PIP SURFACING OVER TYPE 1 BASE - 4/L501 (11COLOR MIXES, 1-3 COLORS PER MIX, SEE 3/L502)PIP SURFACING OVER TYPE 2 BASE - 6/L501 (1 COLOR MIX, 3 COLORS PER MIX)WOOD CHIP PATH - 5/L501MATCH INTO EXISTING WOOD CHIP PATHENGINEERED WOOD FIBER - 2/L501CONCRETE STAIR WITH PRECAST TREADS AND HANDRAIL - 1/L502CAST-IN-PLACE CONCRETE SEAT WALL WITHPRECAST CAP - 7/L501 WOOD BENCH TOP - 6/L501STONE TYPE 1 WALL - 1/L503 STONE TYPE 1 SCRAMBLE - 2/L503OFOI PICNIC TABLE SWING SET & FALL ZONE - 2/L502OFOI MONSTRUM PLAY ELEMENTS OFOI SALVAGED STUMPSOFOI SALVAGED LOGS STONE TYPE 2 EDGE - 2/L501STONE TYPE 1 SEAT - 3/L503 STANDARD ASPHALT PAVEMENTCUSTOM METAL FENCE AND GATE - 4/L503 1 17 18 19 20 21 22 08/01/2025 Date Issued Sheet Number Set Type DESIGN DEVELOPMENT PLAY/SPACE YERKES OBSERVATORY WILLIAMS BAY WALWORTH COUNTY, WI L104 SITE PLAN ZONE 4 SCALE:1" = 10'-0" 1SITE PLAN ZONE 4 LEGEND 1. FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIOR TO STARTING WORK. REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK. 3. VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUT AND DIMENSIONS SHOWN ON THIS PLAN SHALL REQUIRE APPROVAL BY THE OWNER'S REPRESENTATIVE. 4. CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICAL ALIGNMENT. 5. CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'S REPRESENTATIVE PROVIDING A MINIMUM OF TWO (2) WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK. 6. PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TO REMAIN FROM CONSTRUCTION ACTIVITIES. REPLACE IN KIND AND QUANTITY ANY EXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECT LIMITS SHOWN ON PLANS, DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TO PRE-DISTURBANCE STANDARDS AT NO ADDITIONAL COST TO OWNER. 7. CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN. SEE SECTION 32 10 00 - PAVING FOR ADDITIONAL INFORMATION. 8. PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE. ENSURE FLUSH TRANSITION BETWEEN WEARING SURFACES. 9. ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS, PERMITTING, AND ORDINANCES. 10. SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATION REQUIREMENTS. 11. IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THE RESPONSIBILITY OF THE MANUFACTURER. APPROPRIATE LAYOUT OF THE PLAY EQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THE MANUFACTURER. NOTES REFERENCE SCHEDULE 010'20' 1" = 10'-0"NORTH Page 67 of 104 EX. GAR. SCAN AREA PP T 1037 1036 1035 1034 1033 1026.41 1015 1020 1025 1030 10301032 T 450 S.F. BUILDING 170 SFSENSORY 10 SFMECHWALK OFFCARPET WALK OFFCARPET FG1 CE41 CA41 GD1 CA41 CE41 CE41 FG1 OV1 GD1 HV2 CE41 CE41 ZONE 1ZONE 2 ZONE 3ZONE 4 PROJECT LIMITSLAWNNATIVE WOODLAND SEEDINGMULCHED PLANTING AREABIORETENTION MIXSHOVEL CUT EDGEMULCHED TREE RING SYMBOLCODEBOTANICAL / COMMON NAMECONT.SIZEQTY DECIDUOUS TREESFGFagus grandifolia / American BeechB&B2.5" Cal (MIN)2 GDGymnocladus dioicus 'Espresso' / Kentucky CoffeetreeB&B2.5" Cal (MIN)2 OVOstrya virginiana / American HophornbeamB&B2.5" Cal (MIN)1 ORNAMENTAL TREESCE4Cercis canadensis / Eastern Redbud Multi-trunkB&B6` HT. MULTI-STEM5 CA4Cornus alternifolia / Pagoda Dogwood15 gal6` HT. MULTI-STEM2 HVHamamelis virginiana / Common Witch HazelB&B6` HT. MULTI-STEM2 SCALE:1" = 20'-0"1LANDSCAPE PLAN OVERVIEW020'40' 1" = 20'-0"NORTH08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L200LANDSCAPE PLAN OVERVIEW LEGEND 1.FIELD VERIFY SURVEY INFORMATION PRIOR TO START OF CONSTRUCTION ANDREPORT ANY DISCREPANCIES TO OWNER REPRESENTATIVE.2.CONTACT DIGGER'S HOTLINE TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIORTO STARTING WORK.3.FIELD VERIFY ALL EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO STARTINGWORK. ANY DAMAGE CAUSED TO UTILITIES, EITHER SHOWN OR NOT, SHALL BEREPAIRED AND PAID FOR AT THE CONTRACTOR'S EXPENSE.4.PROTECT ALL BENCHMARKS.5.PROTECT ALL EXISTING PAVEMENTS, CURBS, UTILITIES, VEGETATION, AND OTHERIMPROVEMENTS (TO REMAIN) FROM CONSTRUCTION ACTIVITIES. RESTORE ALLAREAS DISTURBED BY CONSTRUCTION RELATED ACTIVITIES TO EXISTINGCONDITIONS AT COMPLETION OF WORK UNLESS SHOWN OTHERWISE ON PLANS.6.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATIONREGARDING SHPO EXCAVATION REQUIREMENTS.7.RESTORE ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. NOTES PLANT SCHEDULE - TREES Page 68 of 104 P T 1037 1036 1035 1034 10331030 10301032 T Ic5 Ca39 Ic7 ZONE 1 - SEE SHEET L201ZONE 2 - SEE SHEET L202 ZONE 1 - SEE SHEET L201ZONE 3 - SEE SHEET L203 PROJECT LIMITSLAWNNATIVE WOODLAND SEEDINGSHOVEL CUT EDGEMULCHED TREE RING SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY DECIDUOUS SHRUBSAhAmelanchier humilis / Low Serviceberry5 gal24" HT. (MIN.)84" o.c.6 Ca3Ceanothus americanus / New Jersey Tea3 gal18" HT (MIN.)36" o.c.38 Co2Cephalanthus occidentalis / Buttonbush3 gal18" HT (MIN.)72" o.c.13 Ca5Corylus americana / American Hazelnut5 gal18" HT (MIN.)96" o.c.2 HpHypericum prolificum / Shrubby St. John's Wort3 gal18" HT (MIN.)48" o.c.20 EVERGREEN SHRUBSIcIlex glabra 'Chamzin' / Nordic™ Inkberry Holly3 gal18" HT (MIN.)48" o.c.18 SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY GROUND COVERSPART SHADE MIX3,290 sf AfAgastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)7% @ 18" o.c.106 AsAllium stellatum / Prairie Onion1 qt12" HT (MIN.)7% @ 12" o.c.238 AcAnemone canadensis / Canadian Anemone1 qt6" HT. (MIN.)6% @ 12" o.c.205 AnAntennaria neglecta / Field Pussytoes1 qt6" HT. (MIN.)6% @ 12" o.c.205 Ac2Aquilegia canadensis / Eastern Columbine1 gal6" HT. (MIN.)7% @ 12" o.c.238 AlArtemisia ludoviciana / White Sagebrush1 gal12" HT (MIN.)6% @ 18" o.c.92 AtAsclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.238 BaBaptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.106 CbCarex bicknellii / Prairie Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CeCarex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CgCarex grayi / Gray's Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 EpEragrostis pectinacea / Tufted Lovegrass1 gal12" HT (MIN.)5% @ 12" o.c.171 GtGeum triflorum / Prairie Smoke1 gal6" HT. (MIN.)7% @ 12" o.c.238 LpLupinus perennis / Wild Lupine1 gal12" HT (MIN.)7% @ 18" o.c.106 PvPycnanthemum virginianum / Mountain Mint1 qt12" HT (MIN.)6% @ 12" o.c.205 RhRudbeckia hirta / Black-eyed Susan1 gal12" HT (MIN.)7% @ 12" o.c.238 PART SHADE STORMWATER MIX2,305 sf Af2Agastache foeniculum / Blue Giant Hyssop2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 Ac3Allium cernuum / Nodding Onion2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 Cb2Carex bicknellii / Prairie Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 CoCarex brevior / Oval Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 CsCarex sprengelii / Sprengel's Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 DmDodecatheon meadia / Shooting Star2 1/2" plug6" HT. (MIN.)6% @ 12" o.c.144 Ep2Echinacea purpurea / Coneflower2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 EvElymus villosus / Silky Wild Rye2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 LgLiatris pycnostachya / Prairie Gayfeather2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 MvMertensia virginica / Virginia Bluebells2 1/2" plug6" HT. (MIN.)7% @ 12" o.c.167 MbMonarda fistulosa / Bergamot2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 PlPenstemon laevigatus / Eastern Smooth Beardtongue2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 RtRudbeckia triloba / Brown Eyed Susan2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 SoSolidago ohioensis / Ohio Goldenrod2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 SuSymphyotrichum urophyllum / Arrow-leaved Aster2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 ZaZizia aurea / Golden Alexander2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 FULL SHADE MIX2,809 sf AaAdiantum aethiopicum / Maidenhair Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 Ac5Aquilegia canadensis / Eastern Columbine1 gal12" HT (MIN.)6% @ 12" o.c.175 AeAruncus dioicus / Goat's Beard1 gal12" HT (MIN.)5% @ 18" o.c.65 Ac4Asarum canadense / Wild Ginger1 qt6" HT. (MIN.)6% @ 12" o.c.175 Ae2Asclepias exaltata / Poke Milkweed1 qt12" HT (MIN.)6% @ 12" o.c.175 Al2Aster lateriflorus / Calico Aster1 gal12" HT (MIN.)6% @ 12" o.c.175 AmAster macrophyllus / Bigleaf Aster1 gal12" HT (MIN.)6% @ 18" o.c.77 Af3Athyrium filix-femina / Common Lady Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 CaCampanula americana / Tall Bellflower1 gal12" HT (MIN.)6% @ 12" o.c.175 Ca2Carex albicans / White-tinged Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Ce2Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 CpCarex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Cp2Carex plantaginea / Plantain-leaved Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 GmGeranium maculatum / Spotted Geranium1 gal6" HT. (MIN.)6% @ 12" o.c.175 MsMaianthemum stellatum / False Lily of the Valley1 qt6" HT. (MIN.)5% @ 12" o.c.145 MpMatteuccia pennsylvanica / Ostrich Fern1 gal12" HT (MIN.)5% @ 18" o.c.65 PaPackera aurea / Golden Groundsel1 qt12" HT (MIN.)5% @ 12" o.c.145 PhPenstemon hirsutus / Hairy Beardtongue1 gal12" HT (MIN.)6% @ 12" o.c.175 FULL SUN MIX2,099 sf Af4Agastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)6% @ 18" o.c.58 Ac6Allium cernuum / Nodding Onion1 gal12" HT (MIN.)6% @ 12" o.c.132 At2Asclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.153 Ba3Baptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.68 BcBouteloua curtipendula / Side Oats Grama1 gal12" HT (MIN.)6% @ 18" o.c.58 Ce3Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Cp3Carex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Ep3Echinacea purpurea / Coneflower1 gal12" HT (MIN.)7% @ 12" o.c.153 EyEryngium yuccifolium / Rattlesnake Master1 gal12" HT (MIN.)6% @ 18" o.c.58 Gt2Geum triflorum / Prairie Smoke1 gal6" HT. (MIN.)6% @ 12" o.c.132 Lg2Liatris pycnostachya / Prairie Gayfeather1 gal12" HT (MIN.)6% @ 12" o.c.132 Lp2Lupinus perennis / Wild Lupine1 gal12" HT (MIN.)6% @ 18" o.c.58 PdPenstemon digitalis / Beardtongue1 gal12" HT (MIN.)6% @ 12" o.c.132 RsRudbeckia subtomentosa / Sweet Black-eyed Susan1 gal12" HT (MIN.)7% @ 18" o.c.68 So2Solidago ohioensis / Ohio Goldenrod1 gal12" HT (MIN.)6% @ 12" o.c.132 ShSporobolus heterolepis / Prairie Dropseed1 gal12" HT (MIN.)6% @ 18" o.c.5808/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L201LANDSCAPE PLAN ZONE 1 LEGENDPLANT SCHEDULE - SHRUBS AND PERENNIAL MIXES1.FIELD VERIFY SURVEY INFORMATION PRIOR TO START OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TOOWNER REPRESENTATIVE.2.CONTACT DIGGER'S HOTLINE TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO STARTING WORK.3.FIELD VERIFY ALL EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO STARTING WORK. ANY DAMAGE CAUSED TOUTILITIES, EITHER SHOWN OR NOT, SHALL BE REPAIRED AND PAID FOR AT THE CONTRACTOR'S EXPENSE.4.PROTECT ALL BENCHMARKS.5.PROTECT ALL EXISTING PAVEMENTS, CURBS, UTILITIES, VEGETATION, AND OTHER IMPROVEMENTS (TO REMAIN)FROM CONSTRUCTION ACTIVITIES. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION RELATED ACTIVITIES TOEXISTING CONDITIONS AT COMPLETION OF WORK UNLESS SHOWN OTHERWISE ON PLANS.6.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATIONREQUIREMENTS.7.RESTORE ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. NOTES SCALE:1" = 10'-0"1PLANTING PLAN ZONE 1010'20' 1" = 10'-0"NORTH Page 69 of 104 450 S.F. BUILDING 170 SFSENSORY 10 SFMECHWALK OFFCARPET WALK OFFCARPET Ca3 Ic1 Ca34 Hp5 Hp8 Ca52 Ca32 Ca3 ZONE 1 - SEE SHEET L201ZONE 2 - SEE SHEET L202 ZONE 2 - SEE SHEET L202ZONE 4 - SEE SHEET L204 PROJECT LIMITSLAWNNATIVE WOODLAND SEEDINGSHOVEL CUT EDGEMULCHED TREE RING SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY DECIDUOUS SHRUBSAhAmelanchier humilis / Low Serviceberry5 gal24" HT. (MIN.)84" o.c.6 Ca3Ceanothus americanus / New Jersey Tea3 gal18" HT (MIN.)36" o.c.38 Co2Cephalanthus occidentalis / Buttonbush3 gal18" HT (MIN.)72" o.c.13 Ca5Corylus americana / American Hazelnut5 gal18" HT (MIN.)96" o.c.2 HpHypericum prolificum / Shrubby St. John's Wort3 gal18" HT (MIN.)48" o.c.20 EVERGREEN SHRUBSIcIlex glabra 'Chamzin' / Nordic™ Inkberry Holly3 gal18" HT (MIN.)48" o.c.18 SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY GROUND COVERSPART SHADE MIX3,290 sf AfAgastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)7% @ 18" o.c.106 AsAllium stellatum / Prairie Onion1 qt12" HT (MIN.)7% @ 12" o.c.238 AcAnemone canadensis / Canadian Anemone1 qt6" HT. (MIN.)6% @ 12" o.c.205 AnAntennaria neglecta / Field Pussytoes1 qt6" HT. (MIN.)6% @ 12" o.c.205 Ac2Aquilegia canadensis / Eastern Columbine1 gal6" HT. (MIN.)7% @ 12" o.c.238 AlArtemisia ludoviciana / White Sagebrush1 gal12" HT (MIN.)6% @ 18" o.c.92 AtAsclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.238 BaBaptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.106 CbCarex bicknellii / Prairie Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CeCarex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CgCarex grayi / Gray's Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 EpEragrostis pectinacea / Tufted Lovegrass1 gal12" HT (MIN.)5% @ 12" o.c.171 GtGeum triflorum / Prairie Smoke1 gal6" HT. (MIN.)7% @ 12" o.c.238 LpLupinus perennis / Wild Lupine1 gal12" HT (MIN.)7% @ 18" o.c.106 PvPycnanthemum virginianum / Mountain Mint1 qt12" HT (MIN.)6% @ 12" o.c.205 RhRudbeckia hirta / Black-eyed Susan1 gal12" HT (MIN.)7% @ 12" o.c.238 PART SHADE STORMWATER MIX2,305 sf Af2Agastache foeniculum / Blue Giant Hyssop2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 Ac3Allium cernuum / Nodding Onion2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 Cb2Carex bicknellii / Prairie Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 CoCarex brevior / Oval Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 CsCarex sprengelii / Sprengel's Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 DmDodecatheon meadia / Shooting Star2 1/2" plug6" HT. (MIN.)6% @ 12" o.c.144 Ep2Echinacea purpurea / Coneflower2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 EvElymus villosus / Silky Wild Rye2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 LgLiatris pycnostachya / Prairie Gayfeather2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 MvMertensia virginica / Virginia Bluebells2 1/2" plug6" HT. (MIN.)7% @ 12" o.c.167 MbMonarda fistulosa / Bergamot2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 PlPenstemon laevigatus / Eastern Smooth Beardtongue2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 RtRudbeckia triloba / Brown Eyed Susan2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 SoSolidago ohioensis / Ohio Goldenrod2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 SuSymphyotrichum urophyllum / Arrow-leaved Aster2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 ZaZizia aurea / Golden Alexander2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 FULL SHADE MIX2,809 sf AaAdiantum aethiopicum / Maidenhair Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 Ac5Aquilegia canadensis / Eastern Columbine1 gal12" HT (MIN.)6% @ 12" o.c.175 AeAruncus dioicus / Goat's Beard1 gal12" HT (MIN.)5% @ 18" o.c.65 Ac4Asarum canadense / Wild Ginger1 qt6" HT. (MIN.)6% @ 12" o.c.175 Ae2Asclepias exaltata / Poke Milkweed1 qt12" HT (MIN.)6% @ 12" o.c.175 Al2Aster lateriflorus / Calico Aster1 gal12" HT (MIN.)6% @ 12" o.c.175 AmAster macrophyllus / Bigleaf Aster1 gal12" HT (MIN.)6% @ 18" o.c.77 Af3Athyrium filix-femina / Common Lady Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 CaCampanula americana / Tall Bellflower1 gal12" HT (MIN.)6% @ 12" o.c.175 Ca2Carex albicans / White-tinged Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Ce2Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 CpCarex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Cp2Carex plantaginea / Plantain-leaved Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 GmGeranium maculatum / Spotted Geranium1 gal6" HT. (MIN.)6% @ 12" o.c.175 MsMaianthemum stellatum / False Lily of the Valley1 qt6" HT. (MIN.)5% @ 12" o.c.145 MpMatteuccia pennsylvanica / Ostrich Fern1 gal12" HT (MIN.)5% @ 18" o.c.65 PaPackera aurea / Golden Groundsel1 qt12" HT (MIN.)5% @ 12" o.c.145 PhPenstemon hirsutus / Hairy Beardtongue1 gal12" HT (MIN.)6% @ 12" o.c.175 FULL SUN MIX2,099 sf Af4Agastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)6% @ 18" o.c.58 Ac6Allium cernuum / Nodding Onion1 gal12" HT (MIN.)6% @ 12" o.c.132 At2Asclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.153 Ba3Baptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.68 BcBouteloua curtipendula / Side Oats Grama1 gal12" HT (MIN.)6% @ 18" o.c.58 Ce3Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Cp3Carex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Ep3Echinacea purpurea / Coneflower1 gal12" HT (MIN.)7% @ 12" o.c.153 EyEryngium yuccifolium / Rattlesnake Master1 gal12" HT (MIN.)6% @ 18" o.c.58 Gt2Geum triflorum / Prairie Smoke1 gal6" HT. (MIN.)6% @ 12" o.c.132 Lg2Liatris pycnostachya / Prairie Gayfeather1 gal12" HT (MIN.)6% @ 12" o.c.132 Lp2Lupinus perennis / Wild Lupine1 gal12" HT (MIN.)6% @ 18" o.c.58 PdPenstemon digitalis / Beardtongue1 gal12" HT (MIN.)6% @ 12" o.c.132 RsRudbeckia subtomentosa / Sweet Black-eyed Susan1 gal12" HT (MIN.)7% @ 18" o.c.68 So2Solidago ohioensis / Ohio Goldenrod1 gal12" HT (MIN.)6% @ 12" o.c.132 ShSporobolus heterolepis / Prairie Dropseed1 gal12" HT (MIN.)6% @ 18" o.c.5808/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L202LANDSCAPE PLAN ZONE 2 SCALE:1" = 10'-0"1PLANTING PLAN ZONE 2010'20' 1" = 10'-0"NORTH LEGEND1.FIELD VERIFY SURVEY INFORMATION PRIOR TO START OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TOOWNER REPRESENTATIVE.2.CONTACT DIGGER'S HOTLINE TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO STARTING WORK.3.FIELD VERIFY ALL EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO STARTING WORK. ANY DAMAGE CAUSED TOUTILITIES, EITHER SHOWN OR NOT, SHALL BE REPAIRED AND PAID FOR AT THE CONTRACTOR'S EXPENSE.4.PROTECT ALL BENCHMARKS.5.PROTECT ALL EXISTING PAVEMENTS, CURBS, UTILITIES, VEGETATION, AND OTHER IMPROVEMENTS (TO REMAIN)FROM CONSTRUCTION ACTIVITIES. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION RELATED ACTIVITIES TOEXISTING CONDITIONS AT COMPLETION OF WORK UNLESS SHOWN OTHERWISE ON PLANS.6.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATIONREQUIREMENTS.7.RESTORE ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. NOTESPLANT SCHEDULE - SHRUBS AND PERENNIAL MIXES Page 70 of 104 EX. GAR.EX. GAR. 1026.41 5 Co2 4 Ca3 ZONE 3 - SEE SHEET L203 ZONE 4 - SEE SHEET L204 ZONE 1 - SEE SHEET L201 ZONE 3 - SEE SHEET L203 PROJECT LIMITS LAWNNATIVE WOODLAND SEEDING SHOVEL CUT EDGE MULCHED TREE RING SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY DECIDUOUS SHRUBS AhAmelanchier humilis / Low Serviceberry5 gal 24" HT. (MIN.)84" o.c.6 Ca3Ceanothus americanus / New Jersey Tea3 gal 18" HT (MIN.)36" o.c.38 Co2Cephalanthus occidentalis / Buttonbush3 gal 18" HT (MIN.)72" o.c.13 Ca5Corylus americana / American Hazelnut5 gal 18" HT (MIN.)96" o.c.2 HpHypericum prolificum / Shrubby St. John's Wort 3 gal 18" HT (MIN.)48" o.c.20 EVERGREEN SHRUBS IcIlex glabra 'Chamzin' / Nordic™ Inkberry Holly3 gal18" HT (MIN.)48" o.c.18 SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY GROUND COVERS PART SHADE MIX3,290 sf AfAgastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)7% @ 18" o.c.106 AsAllium stellatum / Prairie Onion1 qt12" HT (MIN.)7% @ 12" o.c.238 AcAnemone canadensis / Canadian Anemone1 qt6" HT. (MIN.)6% @ 12" o.c.205 AnAntennaria neglecta / Field Pussytoes1 qt6" HT. (MIN.)6% @ 12" o.c.205 Ac2Aquilegia canadensis / Eastern Columbine1 gal6" HT. (MIN.)7% @ 12" o.c.238 AlArtemisia ludoviciana / White Sagebrush1 gal12" HT (MIN.)6% @ 18" o.c.92 AtAsclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.238 BaBaptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.106 CbCarex bicknellii / Prairie Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CeCarex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CgCarex grayi / Gray's Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 EpEragrostis pectinacea / Tufted Lovegrass1 gal12" HT (MIN.)5% @ 12" o.c.171 GtGeum triflorum / Prairie Smoke1 gal6" HT. (MIN.)7% @ 12" o.c.238 LpLupinus perennis / Wild Lupine1 gal12" HT (MIN.)7% @ 18" o.c.106 PvPycnanthemum virginianum / Mountain Mint1 qt12" HT (MIN.)6% @ 12" o.c.205 RhRudbeckia hirta / Black-eyed Susan1 gal12" HT (MIN.)7% @ 12" o.c.238 PART SHADE STORMWATER MIX2,305 sf Af2Agastache foeniculum / Blue Giant Hyssop2 1/2" plug 12" HT (MIN.)7% @ 12" o.c.167 Ac3Allium cernuum / Nodding Onion2 1/2" plug 12" HT (MIN.)6% @ 12" o.c.144 Cb2Carex bicknellii / Prairie Sedge2 1/2" plug 6" HT. (MIN.)5% @ 12" o.c.120 CoCarex brevior / Oval Sedge2 1/2" plug 6" HT. (MIN.)5% @ 12" o.c.120 CsCarex sprengelii / Sprengel's Sedge2 1/2" plug 6" HT. (MIN.)5% @ 12" o.c.120 DmDodecatheon meadia / Shooting Star2 1/2" plug 6" HT. (MIN.)6% @ 12" o.c.144 Ep2 Echinacea purpurea / Coneflower2 1/2" plug 12" HT (MIN.)7% @ 12" o.c.167 EvElymus villosus / Silky Wild Rye2 1/2" plug 12" HT (MIN.)6% @ 12" o.c.144 LgLiatris pycnostachya / Prairie Gayfeather2 1/2" plug 12" HT (MIN.)7% @ 12" o.c.167 MvMertensia virginica / Virginia Bluebells2 1/2" plug 6" HT. (MIN.)7% @ 12" o.c.167 MbMonarda fistulosa / Bergamot2 1/2" plug 12" HT (MIN.)7% @ 12" o.c.167 PlPenstemon laevigatus / Eastern Smooth Beardtongue 2 1/2" plug 12" HT (MIN.)7% @ 12" o.c.167 RtRudbeckia triloba / Brown Eyed Susan2 1/2" plug 12" HT (MIN.)7% @ 12" o.c.167 SoSolidago ohioensis / Ohio Goldenrod2 1/2" plug 12" HT (MIN.)6% @ 12" o.c.144 SuSymphyotrichum urophyllum / Arrow-leaved Aster 2 1/2" plug 12" HT (MIN.)6% @ 12" o.c.144 ZaZizia aurea / Golden Alexander2 1/2" plug 12" HT (MIN.)6% @ 12" o.c.144 FULL SHADE MIX2,809 sf AaAdiantum aethiopicum / Maidenhair Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 Ac5Aquilegia canadensis / Eastern Columbine1 gal 12" HT (MIN.)6% @ 12" o.c.175 AeAruncus dioicus / Goat's Beard1 gal 12" HT (MIN.)5% @ 18" o.c.65 Ac4Asarum canadense / Wild Ginger1 qt6" HT. (MIN.)6% @ 12" o.c.175 Ae2Asclepias exaltata / Poke Milkweed1 qt12" HT (MIN.)6% @ 12" o.c.175 Al2Aster lateriflorus / Calico Aster1 gal 12" HT (MIN.)6% @ 12" o.c.175 AmAster macrophyllus / Bigleaf Aster1 gal 12" HT (MIN.)6% @ 18" o.c.77 Af3Athyrium filix-femina / Common Lady Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 CaCampanula americana / Tall Bellflower1 gal 12" HT (MIN.)6% @ 12" o.c.175 Ca2Carex albicans / White-tinged Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Ce2Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 CpCarex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Cp2Carex plantaginea / Plantain-leaved Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 GmGeranium maculatum / Spotted Geranium1 gal6" HT. (MIN.)6% @ 12" o.c.175 MsMaianthemum stellatum / False Lily of the Valley 1 qt6" HT. (MIN.)5% @ 12" o.c.145 MpMatteuccia pennsylvanica / Ostrich Fern1 gal 12" HT (MIN.)5% @ 18" o.c.65 PaPackera aurea / Golden Groundsel1 qt12" HT (MIN.)5% @ 12" o.c.145 PhPenstemon hirsutus / Hairy Beardtongue1 gal 12" HT (MIN.)6% @ 12" o.c.175 FULL SUN MIX2,099 sf Af4Agastache foeniculum / Blue Giant Hyssop1 gal 12" HT (MIN.)6% @ 18" o.c.58 Ac6Allium cernuum / Nodding Onion1 gal 12" HT (MIN.)6% @ 12" o.c.132 At2Asclepias tuberosa / Butterfly Milkweed1 gal 12" HT (MIN.)7% @ 12" o.c.153 Ba3Baptisia australis / Blue Wild Indigo1 gal 12" HT (MIN.)7% @ 18" o.c.68 BcBouteloua curtipendula / Side Oats Grama1 gal 12" HT (MIN.)6% @ 18" o.c.58 Ce3Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Cp3Carex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Ep3Echinacea purpurea / Coneflower1 gal 12" HT (MIN.)7% @ 12" o.c.153 EyEryngium yuccifolium / Rattlesnake Master1 gal 12" HT (MIN.)6% @ 18" o.c.58 Gt2Geum triflorum / Prairie Smoke1 gal6" HT. (MIN.)6% @ 12" o.c.132 Lg2Liatris pycnostachya / Prairie Gayfeather1 gal 12" HT (MIN.)6% @ 12" o.c.132 Lp2Lupinus perennis / Wild Lupine1 gal 12" HT (MIN.)6% @ 18" o.c.58 PdPenstemon digitalis / Beardtongue1 gal 12" HT (MIN.)6% @ 12" o.c.132 RsRudbeckia subtomentosa / Sweet Black-eyed Susan 1 gal 12" HT (MIN.)7% @ 18" o.c.68 So2Solidago ohioensis / Ohio Goldenrod1 gal 12" HT (MIN.)6% @ 12" o.c.132 ShSporobolus heterolepis / Prairie Dropseed1 gal 12" HT (MIN.)6% @ 18" o.c.58 08/01/2025 Date Issued Sheet Number Set Type DESIGN DEVELOPMENT PLAY/SPACE YERKES OBSERVATORY WILLIAMS BAY WALWORTH COUNTY, WI L203 LANDSCAPE PLAN ZONE 3 SCALE:1" = 10'-0" 1PLANTING PLAN ZONE 3 010'20' 1" = 10'-0"NORTH LEGEND 1. FIELD VERIFY SURVEY INFORMATION PRIOR TO START OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO OWNER REPRESENTATIVE. 2. CONTACT DIGGER'S HOTLINE TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO STARTING WORK. 3. FIELD VERIFY ALL EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO STARTING WORK. ANY DAMAGE CAUSED TO UTILITIES, EITHER SHOWN OR NOT, SHALL BE REPAIRED AND PAID FOR AT THE CONTRACTOR'S EXPENSE. 4. PROTECT ALL BENCHMARKS. 5. PROTECT ALL EXISTING PAVEMENTS, CURBS, UTILITIES, VEGETATION, AND OTHER IMPROVEMENTS (TO REMAIN) FROM CONSTRUCTION ACTIVITIES. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION RELATED ACTIVITIES TO EXISTING CONDITIONS AT COMPLETION OF WORK UNLESS SHOWN OTHERWISE ON PLANS. 6. SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATION REQUIREMENTS. 7. RESTORE ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. NOTESPLANT SCHEDULE - SHRUBS AND PERENNIAL MIXES Page 71 of 104 1015 1020 1025 2 Ca35 Ic5 Hp4 Ca38 Ca33 Hp3 Ah3 Ah3 Co29 Ca37ZONE 3 - SEE SHEET L203ZONE 4 - SEE SHEET L204 ZONE 2 - SEE SHEET L202ZONE 4 - SEE SHEET L204 PROJECT LIMITSLAWNNATIVE WOODLAND SEEDINGSHOVEL CUT EDGEMULCHED TREE RING SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY DECIDUOUS SHRUBSAhAmelanchier humilis / Low Serviceberry5 gal24" HT. (MIN.)84" o.c.6 Ca3Ceanothus americanus / New Jersey Tea3 gal18" HT (MIN.)36" o.c.38 Co2Cephalanthus occidentalis / Buttonbush3 gal18" HT (MIN.)72" o.c.13 Ca5Corylus americana / American Hazelnut5 gal18" HT (MIN.)96" o.c.2 HpHypericum prolificum / Shrubby St. John's Wort3 gal18" HT (MIN.)48" o.c.20 EVERGREEN SHRUBSIcIlex glabra 'Chamzin' / Nordic™ Inkberry Holly3 gal18" HT (MIN.)48" o.c.18 SYMBOLCODEBOTANICAL / COMMON NAMECONTSIZESPACINGQTY GROUND COVERSPART SHADE MIX3,290 sf AfAgastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)7% @ 18" o.c.106 AsAllium stellatum / Prairie Onion1 qt12" HT (MIN.)7% @ 12" o.c.238 AcAnemone canadensis / Canadian Anemone1 qt6" HT. (MIN.)6% @ 12" o.c.205 AnAntennaria neglecta / Field Pussytoes1 qt6" HT. (MIN.)6% @ 12" o.c.205 Ac2Aquilegia canadensis / Eastern Columbine1 gal6" HT. (MIN.)7% @ 12" o.c.238 AlArtemisia ludoviciana / White Sagebrush1 gal12" HT (MIN.)6% @ 18" o.c.92 AtAsclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.238 BaBaptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.106 CbCarex bicknellii / Prairie Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CeCarex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 CgCarex grayi / Gray's Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.171 EpEragrostis pectinacea / Tufted Lovegrass1 gal12" HT (MIN.)5% @ 12" o.c.171 GtGeum triflorum / Prairie Smoke1 gal6" HT. (MIN.)7% @ 12" o.c.238 LpLupinus perennis / Wild Lupine1 gal12" HT (MIN.)7% @ 18" o.c.106 PvPycnanthemum virginianum / Mountain Mint1 qt12" HT (MIN.)6% @ 12" o.c.205 RhRudbeckia hirta / Black-eyed Susan1 gal12" HT (MIN.)7% @ 12" o.c.238 PART SHADE STORMWATER MIX2,305 sf Af2Agastache foeniculum / Blue Giant Hyssop2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 Ac3Allium cernuum / Nodding Onion2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 Cb2Carex bicknellii / Prairie Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 CoCarex brevior / Oval Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 CsCarex sprengelii / Sprengel's Sedge2 1/2" plug6" HT. (MIN.)5% @ 12" o.c.120 DmDodecatheon meadia / Shooting Star2 1/2" plug6" HT. (MIN.)6% @ 12" o.c.144 Ep2Echinacea purpurea / Coneflower2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 EvElymus villosus / Silky Wild Rye2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 LgLiatris pycnostachya / Prairie Gayfeather2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 MvMertensia virginica / Virginia Bluebells2 1/2" plug6" HT. (MIN.)7% @ 12" o.c.167 MbMonarda fistulosa / Bergamot2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 PlPenstemon laevigatus / Eastern Smooth Beardtongue2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 RtRudbeckia triloba / Brown Eyed Susan2 1/2" plug12" HT (MIN.)7% @ 12" o.c.167 SoSolidago ohioensis / Ohio Goldenrod2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 SuSymphyotrichum urophyllum / Arrow-leaved Aster2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 ZaZizia aurea / Golden Alexander2 1/2" plug12" HT (MIN.)6% @ 12" o.c.144 FULL SHADE MIX2,809 sf AaAdiantum aethiopicum / Maidenhair Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 Ac5Aquilegia canadensis / Eastern Columbine1 gal12" HT (MIN.)6% @ 12" o.c.175 AeAruncus dioicus / Goat's Beard1 gal12" HT (MIN.)5% @ 18" o.c.65 Ac4Asarum canadense / Wild Ginger1 qt6" HT. (MIN.)6% @ 12" o.c.175 Ae2Asclepias exaltata / Poke Milkweed1 qt12" HT (MIN.)6% @ 12" o.c.175 Al2Aster lateriflorus / Calico Aster1 gal12" HT (MIN.)6% @ 12" o.c.175 AmAster macrophyllus / Bigleaf Aster1 gal12" HT (MIN.)6% @ 18" o.c.77 Af3Athyrium filix-femina / Common Lady Fern1 gal6" HT. (MIN.)6% @ 12" o.c.175 CaCampanula americana / Tall Bellflower1 gal12" HT (MIN.)6% @ 12" o.c.175 Ca2Carex albicans / White-tinged Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Ce2Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 CpCarex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 Cp2Carex plantaginea / Plantain-leaved Sedge1 qt6" HT. (MIN.)5% @ 12" o.c.145 GmGeranium maculatum / Spotted Geranium1 gal6" HT. (MIN.)6% @ 12" o.c.175 MsMaianthemum stellatum / False Lily of the Valley1 qt6" HT. (MIN.)5% @ 12" o.c.145 MpMatteuccia pennsylvanica / Ostrich Fern1 gal12" HT (MIN.)5% @ 18" o.c.65 PaPackera aurea / Golden Groundsel1 qt12" HT (MIN.)5% @ 12" o.c.145 PhPenstemon hirsutus / Hairy Beardtongue1 gal12" HT (MIN.)6% @ 12" o.c.175 FULL SUN MIX2,099 sf Af4Agastache foeniculum / Blue Giant Hyssop1 gal12" HT (MIN.)6% @ 18" o.c.58 Ac6Allium cernuum / Nodding Onion1 gal12" HT (MIN.)6% @ 12" o.c.132 At2Asclepias tuberosa / Butterfly Milkweed1 gal12" HT (MIN.)7% @ 12" o.c.153 Ba3Baptisia australis / Blue Wild Indigo1 gal12" HT (MIN.)7% @ 18" o.c.68 BcBouteloua curtipendula / Side Oats Grama1 gal12" HT (MIN.)6% @ 18" o.c.58 Ce3Carex eburnea / Bristleleaf Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Cp3Carex pensylvanica / Pennsylvania Sedge1 qt6" HT. (MIN.)6% @ 12" o.c.132 Ep3Echinacea purpurea / Coneflower1 gal12" HT (MIN.)7% @ 12" o.c.153 EyEryngium yuccifolium / Rattlesnake Master1 gal12" HT (MIN.)6% @ 18" o.c.58 Gt2Geum triflorum / Prairie Smoke1 gal6" HT. (MIN.)6% @ 12" o.c.132 Lg2Liatris pycnostachya / Prairie Gayfeather1 gal12" HT (MIN.)6% @ 12" o.c.132 Lp2Lupinus perennis / Wild Lupine1 gal12" HT (MIN.)6% @ 18" o.c.58 PdPenstemon digitalis / Beardtongue1 gal12" HT (MIN.)6% @ 12" o.c.132 RsRudbeckia subtomentosa / Sweet Black-eyed Susan1 gal12" HT (MIN.)7% @ 18" o.c.68 So2Solidago ohioensis / Ohio Goldenrod1 gal12" HT (MIN.)6% @ 12" o.c.132 ShSporobolus heterolepis / Prairie Dropseed1 gal12" HT (MIN.)6% @ 18" o.c.5808/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L204LANDSCAPE PLAN ZONE 4 SCALE:1" = 10'-0"1PLANTING PLAN ZONE 4010'20' 1" = 10'-0"NORTH LEGEND1.FIELD VERIFY SURVEY INFORMATION PRIOR TO START OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TOOWNER REPRESENTATIVE.2.CONTACT DIGGER'S HOTLINE TO LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO STARTING WORK.3.FIELD VERIFY ALL EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO STARTING WORK. ANY DAMAGE CAUSED TOUTILITIES, EITHER SHOWN OR NOT, SHALL BE REPAIRED AND PAID FOR AT THE CONTRACTOR'S EXPENSE.4.PROTECT ALL BENCHMARKS.5.PROTECT ALL EXISTING PAVEMENTS, CURBS, UTILITIES, VEGETATION, AND OTHER IMPROVEMENTS (TO REMAIN)FROM CONSTRUCTION ACTIVITIES. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION RELATED ACTIVITIES TOEXISTING CONDITIONS AT COMPLETION OF WORK UNLESS SHOWN OTHERWISE ON PLANS.6.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATIONREQUIREMENTS.7.RESTORE ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. NOTESPLANT SCHEDULE - SHRUBS AND PERENNIAL MIXES Page 72 of 104 NOTES:1.PLANT EACH TREE SUCH THAT THE ROOT FLAREIS VISIBLE AT THE TOP OF THE ROOT BALL. DONOT COVER THE TOP OF THE ROOT BALL WITHSOIL.2.DEPTH OF THE PLANTING HOLE SHOULD BEDETEMINED AND DUG AFTER THE ROOT FLARE ISLOCATED. PLANTING HOLE MUST BE NO DEEPERTHAN THE HEIGHT OF THE ROOT BALL.3.IF PLANT IS SHIPPED WITH A WIRE BASKETAROUND THE ROOT BALL, CUT AND REMOVE THEWIRE BASKET. REMOVE ALL TWINE, ROPE, ANDBURLAP FROM ALL ROOT BALLS. 4.PLACE ROOT BALL ON UNEXCAVATED ORTAMPED SOIL.5.DO NOT PLACE MULCH IN CONTACT WITH STEMS.6.WATER ALL PLANTS AT TIME OF PLANTING, PRIORTO BACKFILLING COMPLETELY.7.PRUNE ONLY AS NECESSARY TO REMOVEUNHEALTHY BRANCHES. DO NOT REMOVE MORETHAN 13 OF THE ORIGINAL PLANT MASS. TREE PIT WIDTH - 2X BALLDIAMETER MINIMUM, OR FULLEXTENTS OF PLANTING BED 2" TYP.3" DEPTH ORGANIC MULCH. UNLESSOTHERWISE INDICATED, TO OUTER EDGE OFPLANTING HOLE OR CONTIGUOUS WITHPLANTING BED PREPARED SUBGRADES PLANTING SOIL OR TOPSOIL FULL DEPTH OFROOT BALL, SEE SPECIFICATION 32 91 13 'SOILPREPARATION' FOR MORE INFORMATIONTAMP SOIL AROUND ROOTBALL BASE FIRMLYWITH ROOT PRESSURE SO THAT ROOT BALLDOES NOT SHIFT NOTES:1.PLANT EACH SHRUB SUCH THAT THE ROOT FLARE IS VISIBLEAT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OFTHE ROOT BALL WITH SOIL.2.DEPTH OF THE PLANTING HOLE SHOULD BE DETERMINED ANDDUG AFTER THE ROOT FLARE IS LOCATED. PLANTING HOLEMUST BE NO DEEPER THAN THE HEIGHT OF THE ROOT BALL.3.IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOTBALL, CUT AND REMOVE THE WIRE BASKET. REMOVE ALLTWINE, ROPE, AND BURLAP FROM ALL ROOT BALLS. 4.DO NOT PLACE MULCH IN CONTACT WITH STEMS.5.WATER ALL PLANTS AT TIME OF PLANTING, PRIOR TOBACKFILLING COMPLETELY.6.PRUNE ONLY AS NECESSARY TO REMOVE UNHEALTHYBRANCHES. DO NOT REMOVE MORE THAN 13 OF THE ORIGINALPLANT MASS. 2" TYP. PLACE ROOTBALL ON FIRMLY TAMPEDSOIL 3" DEPTH ORGANIC MULCH18'' DEPTH PLANTING SOIL INSTALLEDCONTINUOUSLY FOR ENTIRE AREA OFEACH PLANTING BED INDICATED IN THEPLANSPREPARED SUBGRADES NOTES:1.FOR 1 TO 2 GALLON CONTAINERS:BUTTERFLY ROOT BALL. SEVER LOWER 13 TO 12 OF ROOT BALL WITH SINGLE CUT. SPREADOPEN SEVERED ROOT BALL AND PLACEAGAINST BOTTOM OF MOUNDED PLANTINGHOLE.2.PLANT EACH SHRUB OR PERENNIAL SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. DO NOT COVER THETOP OF THE ROOT BALL WITH SOIL.3.PLANTING HOLE MUST NOT BE DEEPER THANTHE HEIGHT OF THE ROOT BALL. 4.DO NOT PLACE MUCH IN CONTACT WITHSTEMS.5.WATER ALL PLANTS WITHIN 2 HOURS OFINSTALLATION.6.PRUNE ONLY AS NECESSARY TO REMOVEUNHEALTHY BRANCHES. DO NOT REMOVEMORE THAN 13 OF THE ORIGINAL PLANTMASS. 3" DEPTH ORGANIC MULCH18'' DEPTH PLANTING SOIL INSTALLEDCONTINUOUSLY FOR ENTIRE AREA OF EACHPLANTING BED INDICATED IN THE PLANSPREPARED SUBGRADESPLACE ROOT BALL ON MOUND OF PLANTINGSOIL NOTES:1.FOR 3 TO 10 GALLON CONTAINERS: MAKE 1" TO 2"DEEP VERTICAL CUTS EVERY 6" AROUND THECIRCUMFERENCE OF THE ROOT BALL BEFOREPLANTING.2.PLANT EACH SHRUB OR PERENNIAL SUCH THATTHE ROOT FLARE IS VISIBLE AT THE TOP OF THEROOT BALL. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL.3.PLANTING HOLE MUST NOT BE DEEPER THAN THEHEIGHT OF THE ROOT BALL. 4.PLACE ROOT BALL ON UNEXCAVATED OR TAMPEDSOIL.5.DO NOT PLACE MULCH IN CONTACT WITH STEMS.6.WATER ALL PLANTS AT TIME OF PLANTING, PRIORTO BACKFILLING COMPLETELY.7.PRUNE ONLY AS NECESSARY TO REMOVEUNHEALTHY BRANCHES. DO NOT REMOVE MORETHAN 13 OF THE ORIGINAL PLANT MASS. 2" TYP. TREE PIT WIDTH - 2X BALLDIAMETER MINIMUM, OR FULLEXTENTS OF PLANTING BED 3" DEPTH ORGANIC MULCH18'' DEPTH PLANTING SOIL INSTALLEDCONTINUOUSLY FOR ENTIRE AREA OF EACHPLANTING BED INDICATED IN THE PLANS PREPARED SUBGRADESPLACE ROOT BALL ON FIRMLY TAMPED SOIL1'-2" DEEP VERTICAL CUTS EVERY 6"AROUND PERIMETER OF ROOT BALL "D""D""D" D=DIMENSION OF PLUG SPACING AS INDICATED ON PLANT SCHEDULE SEE CIVIL DETAILS FORBIORETENTIONSECTION EROSION MATTING,SEE SPECIFICATIONSPERENNIAL PLUG 6"6" ORGANIC MULCH TOPSOILANGLE EDGE TOWARD CENTER OFPLANT BED, DO NOT FILL ENTIRELYWITH MULCHPLANTING SOILPREPARED SUBGRADE ADJACENT LAWN OR NATIVE SEED AREA,SEE PLANSFINISH GRADE- SEE PLANSPLANTING AREA 08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L500LANDSCAPE DETAILS SCALE:NTS2TYPICAL SHRUB PLANTING SCALE:NTS4SMALL CONTAINER PLANTING SCALE:NTS3LARGE CONTAINER PLANTING SCALE:NTS5BIOBASIN PLANTINGSCALE:NTS6SHOVEL CUT EDGE SCALE:NTS1TYPICAL TREE PLANTING Page 73 of 104 6"WOOD CHIPSANGLE EDGE TOWARD CENTER OFPLANT BED, DO NOT FILL ENTIRELYWITH MULCHPREPARED SUBGRADE ADJACENT FINISHED GRADE,SURFACE VARIES, SEE PLANSPER PLAN6"3" TBD TYPICAL SECTIONDEPTH OFCONC. PADNOTES:1.ALLOW FOR UP TO 25% SETTLING OF EWF. ALL DIMENSIONS PROVIDED AREFINISH DEPTH.2.EWF MUST MAINTAIN APPROPRIATE DEPTH THROUGHOUT FALL ZONE.3.TRANSITIONS FROM EWF TO PLANTING BED MAY ONLY HAPPEN OUTSIDE OFFALL ZONE. ENGINEERED WOOD FIBERDEPTH TO BE DETERMINED BYPLAY & EXHIBIT DESIGNERS GEOTEXTILE FILTER FABRIC 1 1/2" CLEAR, ANGULAR STONEGEOTEXTILE FILTER FABRIC4" CORRUGATED, PERFORATEDDRAIN PIPE TIED TO INLETCONCRETE PLAY EQUIPMENTFOUNDATIONS BY OTHERS VARIESCOMPACTED SUBGRADEGEOTEXTILE FILTERFABRIC 8" MIN.3"1"8" MIN ADJACENT PLANTINGBED 1 1/2" CLEAR, ANGULARSTONE 6"8" ENGINEERED WOOD FIBERTAPERS TO 3" DEPTHPLAY EQUIPMENT FALLZONE TRANSITION TO STONE TYPE 2 EDGE PIP WEARING COURSE: NOMINAL 1/2" THICK COLORED WEARINGCOURSE (3/8" MIN., 5/8" MAX.); INSTALL LEVEL AND CONTIGUOUSWITH ADJACENT SURFACESPIP BASE COURSE: 3.5" MIN. THICKNESS PREPARED SUBGRADES COMPACTED AGGREGATEBASECONCRETE BASE 4" PERF. HDPE DRAIN TILE IN12" CONTINUOUS TRENCH.0.5% MIN. SLOPE, DAYLIGHTPER PLAN 2" DIA. WEEP HOLES, 3" O.C. CONCRETE BAND EDGE CONDITIONTYPICAL PROFILE WITH UNDERDRAIN PIP WEARING COURSE: NOMINAL 1/2" THICKCOLORED WEARING COURSE (3/8" MIN., 5/8" MAX.);INSTALL LEVEL AND CONTIGUOUS WITHADJACENT SURFACESPIP BASE COURSE: 3.5" MIN. THICKNESS PREPARED SUBGRADES COMPACTED AGGREGATE BASECONCRETE BASE4" PERF. HDPE DRAIN TILE IN 12"CONTINUOUS TRENCH. 0.5% MIN.SLOPE, DAYLIGHT PER PLAN 2" DIA. WEEP HOLES, 3" O.C. EXPANSION JOINT WITH S.S.DOWELSCONCRETE BAND WITH BROOMFINISH AND SCORE JOINTSEQUALLY SPACED AND AT +/- 4'O.C. PROVIDE EXPANSION JOINTWHERE BAND MEETS CONCRETESIDEWALK AND/OR CONCRETESEATWALLSEE PLAN FOR SURFACING GEOTEXTILE TO SEPARATESUBGRADES FROM AGGREGATE1' 6" MIN.10" 1'8"4" X TRANSITION TO ENGINEERED WOOD FIBERSUBGRADEGEOTEXTILEFILTER FABRIC ENGINEERED WOOD FIBERTAPERS TO MEET TOP OFPIP SURFACE 2.0% SLOPE TO DRAINLEVEL PIP WEARING COURSE: NOMINAL 1/2" THICKCOLORED WEARING COURSE (3/8" MIN., 5/8"MAX.); INSTALL LEVEL AND CONTIGUOUSWITH ADJACENT SURFACESCOMPACTED CLEAR STONE BASE COURSE WITHGEOTEXTILE LAYER WRAPPING ENTIRE VOLUME ANDOVERLAPPING GEOTEXTILE SEAMS MIN. 6", PINNED INPLACE. BASE COURSE FOR PIP AREA SHALL BECONTIGUOUS WITH BASE COURSE FOR ADJACENTENGINEERED WOOD FIBER OR CONCRETE IN ORDERTO UTILIZE THE SAME UNDERDRAIN FOR BOTH AREAS1' TRANSITION TO CONCRETE PAVEMENT6" MIN.3 12" MIN. 5"6" ADJACENTCONCRETE PAVING PIP BASE COURSE: 3.5" MIN.THICKNESS 1.5% SLOPE 1'1'1' 8"8" 1'-6" TYP.1'8" 4' DEPTH, TYP. R2"1'-10" 14" MORTAR SETTINGBED WITH TOOLEDCONCAVE JOINTPRECAST SEAT WALL CAP EPOXY COATED REBAR- REINFORCEMENT PERSTRUCTURAL ENGINEER ADJACENT PLANTING -SEE PLANTING PLAN COMPACTED SUBGRADECAST-IN-PLACECONCRETE FOOTING CAST-IN-PLACECONCRETE WALL COMPACTEDAGGREGATE BASE ADJACENT CONCRETE -SEE LAYOUT PLANSTRIP LIGHTING,CONTINUOUS1"2"4" CLEARTYP. C.I.P CONCRETE SEAT WALL WITH PRECAST CAP (OPTIONAL STRIP LIGHTING) 1"1'-212"102°4" TYPICAL SECTION CAST-IN-PLACE CONCRETESEAT WALL WITH PRECASTCAP - SEE 0/L000ADJACENT PLANTING - SEEPLANTING PLANSADJACENT CONCRETE -SEE LAYOUT PLAN REAR ELEVATIONFRONT ELEVATION CLTYP. CAST-IN-PLACE CONCRETESEAT WALL WITH PRECASTCAP - SEE 0/L0004X1 NOM. WOOD SLATS3/8" X 3" METAL FRAME1/8" JOINT MAX.3/8" X 3" METAL FRAME4X1 WOOD SLATS3/8" JOINT MAX. TYP. 3/8" METAL FRAMEBEYOND3/8" METAL FRAME1/8" JOINT MAX.CAST-IN-PLACE CONCRETESEAT WALL WITH PRECASTCAP - SEE 0/L000 112"1'-8"1"1'-8" 1"112" 4"NOM. 1"112" 1'-8" 1'-8" 08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L501SITE DETAILS SCALE:NTS2ENGINEERED WOOD FIBER SCALE:NTS5WOOD CHIP PATH SCALE:NTS3PIP SURFACING OVER TYPE 2 BASESCALE:NTS1STANDARD CONCRETE PAVING SCALE:NTS4PIP SURFACING OVER TYPE 1 BASE SCALE:NTS6WOOD BENCH TOPSCALE:NTS7C.I.P. CONCRETE SEAT WALL WITH PRECAST CAP Page 74 of 104 4' O.C. MAX 3' TYP.1'-2" HANDRAILEXTENSIONPRECAST BLOCK STAIR TREAD. PROVIDE A +/- 14" DEPTH MORTARED JOINT UTILIZING A LATEXMODIFIED MORTAR SUITABLE OR EXTERIORAPPLICATIONS FOR ADHESION BETWEENCONCRETE AND PRECAST CONCRETE. PREPARESUBSTRATE TO RECEIVE MORTAR AND INSTALLWITH STANDARD INDUSTRY OF CARE. INSTALLMORTAR IN AN EVEN LAYER AND ENSURE LEVELPLACEMENT OF STEPS. TYPICAL FOR ALL STAIRTREADS 1'-6" HANDRAILEXTENSION 6"6" ADJACENT CONCRETE PAVEMENT,SEE 0/L000 COMPACTED SUBGRADESCOMPACTED AGGREGATE BASE2" x 4" x 14 " THICK SS WELDED ANCHOR PLATE WITH PRE-DRILLED HOLES FORANCHORING HARDWARE, TYP. ANCHOR TO CONCRETE WITHTAMPER-RESISTANT GRADE 304 STAINLESS STEEL HARDWARE, SEE INSET CONCRETE STAIR FOOTING & REINFORCEMENT PER STRUCTURAL ENGINEER EXPANSION JOINT, TYP. ADJACENT PAVEMENT,SEE 0/L000 12" X 1 12" SS TOP RAIL,BOTH SIDES, SEE LAYOUTPLAN FOR LOCATIONS 12" SS ROD CENTERED ONBALUSTER, HOLD TOP OFBALUSTER OFF OF TOP RAIL34", TYP.NOTES:1.SUBMIT PLAN VIEW, SECTION, AND ELEVATION SHOP DRAWINGS TO CONFIRM ELEVATIONS, DIMENSIONS,MATERIALS, FASTENERS, FINISHES, & CONNECTIONS TO ADJACENT MATERIALS FOR FULL HANDRAILASSEMBLY.2.PROVIDE HANDRAIL ON BOTH SIDES OF STAIRS, TYP.3.ALL HARDWARE TO BE THEFT-RESISTANT GRADE 304 STAINLESS STEEL. 2'-4" TYP.12" X 1 12"BALUSTER STONE WALL BEYOND - SEE0/L000 AND LAYOUT PLAN 6'6' 6' 12'12' 12'12' 16'16' 16'16' 16' 16' 6'6' 6' FULL BUCKET SEAT WITHPROGAURD CHAINS NOTES:1.REFER TO SPEC SECTION 32 33 00 SITE FURNISHINGS ANDSPECIALTY ITEMS FOR ADDITIONAL INFORMATION2.INSTALL WITH CONCRETE FOOTINGS PER MANUFACTURE'SINSTRUCTIONS. FRIENDSHIP HEDRA SWINGWITH PROGAURD CHAINS BELT SEAT WITH PROGAURDCHAINS FALL PROTECTION ZONE CONCRETE FOOTNGS CONCRETE FOOTNGS 3' MIN, TYP. 6" MIN, TYP.COLOR 1COLOR 2COLOR 3COLOR 4COLOR 5COLOR 6LEGEND COLOR 7COLOR 8COLOR 9COLOR 10COLOR 1108/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L502SITE DETAILS SCALE:NTS1CONCRETE STAIR WITH PRECAST BLOCK TREADS AND HANDRAIL SCALE:NTS2SWINGSETSCALE:NTS3PIP ENLARGEMENT Page 75 of 104 1'-6" +/- TYP. NOTES:1.SOME STONES SHALL BE UN-TIERED, STAND ALONE PIECES, SEE LAYOUT PLAN FOR LOCATION AND ORIENTATION.2.HOLD MULCH 1" TYP. FROM TOP OF STONE.3.SEE SECTION 00 00 00 FOR MORE INFORMATION. 8" MIN.8" MIN. TYPICAL SECTION IN MULCH BED 6" MIN. 8" MIN. SECTION AT CONCRETE PAVEMENT VARIES 1"-12" COMPACTEDAGGREGATE BASE LIMESTONE SLABADJACENT MULCHEDPLANTING BED - SEEPLANTING PLAN COMPACTEDSUBGRADEGEOTEXTILE FABRICTYPE SAS ADJACENT CONCRETEPAVEMENT - SEE 0/L000 NOTES:1.THE NUMBER OF BOULDER COURSES WILL VARY BASED ON LOCATION, SEEGRADING PLANS FOR MORE INFORMATION.2.COORDINATE TW ELEVATIONS WITH GRADING, LAYOUT, AND MATERIAL PLANS. +/- 1'-6" TYP. DRY-STACK STONE RETAINING WALL - SEELAYOUT PLAN FOR LOCATIONUNITS SHALL BE +/- 8-12" THICK, SETHORIZONTAL COURSING BY BOULDER SIZE,BURY HALF OF FIRST COURSE BELOWGRADE, SET ON COMPACTED AGGREGATE.PLACE LARGEST BOULDERS AT BASE OFWALL AND SUBSEQUENTLY SMALLERBOULDERS FOR REMAINING COURSESADJACENT PLANTING AREA - SEE PLANTINGPLAN, HOLD TOP OF SURFACE OF SOILS 2''MIN. BELOW TOP-MOST WALL STONESTOPSOIL DRAINAGE AGGREGATE, LIGHTLYCOMPACTED IN PLACE AND COMPLETELYWRAPPED IN GEOTEXTILE FABRIC, TYPEDF, WITH OVERLAPPING SEAMS. SECUREIN PLACE ALONG LENGTH AND ENDS TOCREATE A FULLY-ENCLOSED VOLUMEAND TO PREVENT INCURSION OF FINES. TYPE DF GEOTEXTILE, COMPLETELYWRAPPED AND ENCLOSED VOLUMEADJACENT SURFACE TYPE AND BWELEVATIONS- SEE LAYOUT & GRADING PLANS. IFADJACENT SURFACE IS CONCRETEPAVEMENT, PROVIDE EXPANSION JOINTMATERIAL BETWEEN EDGE OFPAVEMENT AND FIRST COURSE OF WALL.812" TYP. COMPACTED SUBGRADECOMPACTED DENSE GRADED BASELEVELING COURSE. INSTALL TYPE SASGEOTEXTILE FABRIC BELOW AND WRAP UPSIDES TO SEPARATE AGGREGATE FROMSOIL MATERIALS TYPE SAS GEOTEXTILE, BOTTOMAND SIDES TW ELEVATIONS - SEE GRADING PLAN 8" MIN. 8" MIN. X"X"WALL BATTER, TYP. 'FILLER' STONES AS NEEDED TO PROVIDEFULL STABILITY FOR UPPER COURSE OFLARGER / WIDER UNITS 8" MIN.3" 3"8" MIN1' COMPACTED SUBGRADEGEOTEXTILE FILTERFABRICADJACENT SURFACE,SURFACE VARIES, SEEPLANS 1 1/2" CLEAR, ANGULARSTONE ENGINEERED WOOD FIBER TAPERS TO3" DEPTHPLAY EQUIPMENT FALL ZONE VARIES NOTES:1.REFER TO SECTION 32 33 33 "SITEFURNISHINGS AND SPECIALTY ITEMS" FORADDIONAL INFORMATION. SIDE PANEL 36" W X 36" HT. CENTER GATE PANEL 39" W X 36" HT. POWDERCOATED STEEL TOP RAIL POWDERCOATED STEEL BOTTOM RAILPOWDERCOATED STEEL POST WITHINTEGRALLY WELDED FLANGE FOOTING, TYP.ANCHOR POSTS TO CIP CONCRETE FOOTINGS,FORMED AND POURED TO FROST DEPTH POWDERCOATED CUSTOM DIE-CUT STEELPANELS FOR FENCE AND GATE SECTIONS.PATTERN TO BE SELECTED B OWNERSIDE PANEL 36" W X 36" HT. SCALE:NTS2STONE TYPE 1 SCRAMBLE 08/01/2025DateIssuedSheetNumber SetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L503SITE DETAILS SCALE:NTS1STONE TYPE 1 WALL SCALE:NTS3STONE TYPE 1 SEAT SCALE:NTS4CUSTOM METAL FENCE AND GATE Page 76 of 104 COPYRIGHT ABACUS ARCHITECTS, INC. HOLDS ALL RIGHTS OF COPYRIG HT IN AND TO THESE PRINTS, DRAWINGS, AND DOCUMENTS. NO REPRODUCTION, COPYING, ALTERATION, MODIFICATION, USAGE, INCORPORA TION, INTO OTHER DOCUMENTS, OR ASSIGNMENT OF THE SAME MAY OCCU R WITHOUT THE PRIOR WRITTEN PERMISSION OF ABACUS ARCHITECTS, INC. © 2025 ABACUS ARCHITECTS, INC. EXTENT OF WORK THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. SITE VISIT THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIA R WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATE PERSONAL OBSERVATIONS WITH REQUIREMENTS O F THE CONTRACT DOCUMENTS. NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND ALL SPECIFICA TION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK O N THEIR OWN WORK. 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 N VEL R. PHILLIPS AVE, SUITE 210, MI LWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2025 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2025-51 WILLIAMS BAY, WI ISSUE DATE: 04-28-2025 YERKES FAMILY PAVILION NEW BUILDING: A 101 PRELIMINARY - NOT FOR CONSTRUCTION WILLIAMS BAY, WI YERKES FAMILY PAVILION NEW BUILDING: EH EH TITLE SHEET PROJECT INFORMATION ARCHITECTURAL STRUCTURAL ABACUS ARCHITECTS, INC. 1135A MICHIGAN AVENUE SHEBOYGAN, WISCONSIN 53081 P: 920 -452 -4444 COMPANY NAME STREET ADDRESS CITY, STATE, ZIP PHONE: A1 SHEET NAME A 101 TITLE SHEET A 102 WALL TYPES, ABBREVIATIONS, AND SYMBOLS A 301 FLOOR PLAN A 401 SCHEDULES A 501 EXTERIOR ELEVATIONS A 601 BUILDING SECTIONS DATE ISSUE CLIENT SIGN-OFF PRINT NAME: BY SIGNING THIS DOCUMENT, I ACKNOWLEDGE THAT I HAVE RECEIVED THE DESIGN INTENT DELIVERABLES FOR THIS PHASE OF TH E PROJECT. PRINT NAME: DATE: DATE: SIGNATURE SIGNATURE: PROJECT NOTES Page 77 of 104 ROUGH LUMBER FINISH LUMBER STRUCTURAL STEEL BRICK CONCRETE MASONRY UNIT POURED -IN -PLACE CONCRETE TOPSOIL GLAZING BATT INSULATION RIGID INSULATION PLYWOOD / PARTICLE BOARD SAND / MORTAR / GYPSUM BOARD COMPACTED DRAINAGE FILL COMPACTED STRUCTURAL FILL METAL / WOOD STUD WALL SPRAYED FOAM INSULATION NON -STRUCTURAL FILL EXISTING CONSTRUCTION / MATERIAL CENTER LINE, PROPERTY LINE NEW CONTOURS EXISTING CONTOURS XXX XX XXX ELEVATION MARKER ELEVATION REFERENCE BUILDING SECTION REFERENCE PLAN / DETAIL REFERENCE DOOR TAG WALL TYPE TAG WINDOW TAG PLAN NOTE TAG DEMOLITION NOTE TAG REVISION TAG VIEW / DETAIL IDENTIFICATION CL COLUMN GRID CEILING TAG XXX XX XXX ELEV. XXX' -XX" ELEVATION NAME XX XXX XXX XX VIEW NAME SCALE: X/X" = X'-XX" XXX CEILING TYPE X' -XX" A.F.F. XXX X X X X X X WALL SECTION REFERENCE XX XXX XXX PRELIMINARY WALL TYPE "A" 8" CMU 8" NOM. NOTE: AT NON -BEARING WALLS EXTEND CMU TO UNDERSIDE OF DECK LESS 2" NOTE: SEE INTERIOR ELEVATIONS FOR SPECIAL MASONRY UNITS ALL CMU CORES TO BE FILLED WITH FOAM IN PLACE WALL TYPE "B" 8" CMU 8" NOM. NOTE: AT NON -BEARING WALLS EXTEND CMU TO UNDERSIDE OF DECK LESS 2" NOTE: SEE INTERIOR ELEVATIONS FOR SPECIAL MASONRY UNITS WALL TYPE "C" 8" CMU 8" NOM. NOTE: AT NON -BEARING WALLS EXTEND CMU TO UNDERSIDE OF DECK LESS 2" NOTE: SEE INTERIOR ELEVATIONS FOR SPECIAL MASONRY UNITS EXTERIOR GRADE FINISH EXTRUDED ALUMINUM TUBE FRAMING HENDRICK H -CLAD ALUMINUM PANELS STRIP LIGHTING 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 N VEL R. PHILLIPS AVE, SUITE 210, MI LWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2025 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2025-51 WILLIAMS BAY, WI ISSUE DATE: 04-28-2025 YERKES FAMILY PAVILION NEW BUILDING: A 102 PRELIMINARY - NOT FOR CONSTRUCTION EH EH WALL TYPES, ABBREVIATIONS, AND SYMBOLS A.B. ANCHOR BOLT A.D.A. AMERICAN WITH DISABILITIES ACT A.F.F. ABOVE FINISHED FLOOR A/C AIR CONDITIONING ACOUS ACOUSTIC(AL) ADD ADDITION ADJ ADJUSTABLE ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECT(URAL) ATTEN ATTENUATION AUTO AUTOMATED B.L. BORROWED LITE B.M. BENCH MARK B.O. BOTTOM OF B.T.U. BRITISH THERMAL UNIT BD BOARD BLDG BUILDING BLK(G) BLOCK(ING) BOT BOTTOM BRG BEARING C.B. CATCH BASIN, CHALK BOARD C.F. CUBIC FEET C.G. CORNER GUARD C.J. CONTROL JOINT C.L. CENTER LINE C.M.P. CORRUGATED METAL PIPE C.O. CLEAN OUT C.W. COLD WATER CAB CABINET CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPOSITION, COMPACT CONC CONCRETE CONT CONTINUOUS ABBREVIATIONS MATERIALS AND SYMBOLS SCALE: 1" = 1'-0" WALL TYPES CORR CORRIDOR, CORRUGATED CPT CARPET D DEPTH D.F. DRINKING FOUNTAIN D.L. DEAD LOAD DBL DOUBLE DEG DEGREE DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DR DOOR DS DOWNSPOUT DW DRYWALL E.I.F.S. EXTERIOR INSLUATION FINISH SYSTEM E.J. EXPANSION JOINT E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EA EACH EL, ELEV ELEVATION, ELEVATOR ELEC ELECTRIC EMER EMERGENCY ENCL ENCLOSED ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXCAV EXCAVATE EXIST, (EX) EXISTING EXP EXPOSED EXT EXTERIOR F.A.C.E. FAMILY AND CONSUMER EDUCATION F.C.O. FLOOR CLEAN OUT F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.F. FINISHED FLOOR FAB FABRICATED FDN FOUNDATION FIN FINISH FL FLOOR FT FOOT, FEET FTG FOOTING FURN FURNACE, FURNITURE FURR FURRING G GAS G.B. GRAB BAR G.C. GENERAL CONTRACTOR G.M. GAS METER GA GAUGE GALV GALVANIZED GYP. BD. GYPSUM BOARD H, HGT HEIGHT H.B. HOSE BIBB H.M. HOLLOW METAL H.V.A.C. HEATING, VENTILATION AND AIR CONDITIONING H.W. HOT WATER HC HANDICAPPED HD HEAD HDR HEADER HDWR HARDWARE HORIZ HORIZONTAL HR HOUR HTR HEATER I.D. INSIDE DIAMETER INSUL INSULATION INT INTERIOR INV INVERT J.B. JOIST BEARING JAN JANITOR JST JOIST JT JOINT K.O. KNOCK OUT KIP ONE THOUSAND POUNDS KIT KITCHEN L LENGTH L.H. LEFT HAND L.L. LIVE LOAD LAM LAMINATE(D) LAV LAVATORY LB POUND LOUV LOUVER M.B. MARKER BOARD M.O. MASONRY OPENING MACH MACHINE MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MTL METAL MULL MULLION N NORTH N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO NUMBER NOM NOMINAL O.C., O/C ON CENTER O.D. OUTSIDE DIAMETER OH OVERHEAD P.LAM. PLASTIC LAMINATE PL PLATE PLAS PLASTIC PLBG PLUMBING PLYWD PLYWOOD PR PAIR PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT, P.T. POINT, PORCELAIN TILE, PAINT, PRESSURE TREATED Q.T. QUARRY TILE R RADIUS, RISER R.C. ROOF CONDUCTOR R.D. ROOF DRAIN R.H. RIGHT HAND R.O. ROUGH OPENING REF REFERENCE REG REGISTER REINF REINFORC(ING,MENT) REQ'D REQUIRED RESIL RESILIENT REV REVISION RM ROOM S.C. SOLID CORE S.S. STAINLESS STEEL SAN SANITARY SEWER SECT SECTION SECUR SECURITY SERV SERVICE SHT SHEET SIM SIMILAR SPEC(S) SPECIFICATION(S) SPKLR SPRINKLER SQ SQUARE ST, STORE STORAGE STD STANDARD STL STEEL STRM STORM SEWER STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.B. TACK BOARD T.O. TOP OF T.O.B. TOP OF BEAM T.O.F. TOP OF FOOTING T.O.M. TOP OF MASONRY T.O.P. TOP OF PIER T.O.S. TOP OF STEEL T.S. TUBE STEEL T.W. TACK WALL TEL TELEPHONE TEMP TEMPERED TERR TERRAZZO THK THICK TOT TOTAL TV TELEVISION TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UTIL UTILITIES V VINYL V.B. VINLY BASE V.C.T. VINYL COMPOSITION TILE VENT VENTILATION VERT VERTICAL VEST VESTIBULE VOL VOLUME W WIDTH, WATER W.C. WATER CLOSET, WATER COOLER W.C.O. WALL CLEAN OUT W.H. WATER HEATER W/ WITH W/O WITH OUT WD WOOD WT WEIGHT WWM WELDED WIRE MESH YD YARD DATE ISSUE Page 78 of 104 A 501 4 A 501 3 A 501 1 A 501 2 450 S.F. BUILDING SENSORY 100 MENS 102 WOMENS 103 MECH 101 WALK OFF CARPET WALK OFF CARPET CELL PHONE CHARGING STATION 2 A 601 1 A 601 8" 10'-0" 8" 5'-3" 1" 4'-0" 8" 6'-0" 8" 28'-0" 32'-0" 4'-6" 20'-0" 7'-6" 26'-0" 32'-0" 8" 8'-6" 8" 3'-2" 8" 3'-0" 2'-0" 1'-0" 2'-0" 2'-4" 4'-0" 10'-0" 10'-0" 12'-0" 100 102 103 101 17'-6" 8" 4" AA B A A B B B A A C C C C C C 8" 5'-4" 8" 6'-8" 8" 5'-4" 8" GENERAL PLAN NOTES • ALL LOOSE FURNISHINGS SHOWN ON PLANS ARE NOT IN CONTRACT AND ARE SHOWN FOR REFERENCE PURPOSES ONLY. ANY DEVICES OR EQUIPMENT TO BE LOCATED BASED UPON LOCATION OR CONFIGURATION OF LOOSE FURNISHINGS SHALL BE VERIFIE D WITH THE OWNER PRIOR TO INSTALLATION. • INTERIOR DIMENSIONS TAKEN FROM FACE OF STUD TO FACE OF STUD. PRELIMINARY 60'-0" 8" 58'-8" 8" 26'-0" 8" 5'-4" 8" 18'-8" 8" 8" 20'-0" 8" 6'-0" 8" 8" 5'-4" 8" 6'-8" 8" 5'-4" 8" UNEXCAVATED - PATIO ABOVE CRAWLSPACE - FIRST FLOOR ABOVE 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 N VEL R. PHILLIPS AVE, SUITE 210, MI LWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2025 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2025-51 WILLIAMS BAY, WI ISSUE DATE: 04-28-2025 YERKES FAMILY PAVILION NEW BUILDING: A 301 PRELIMINARY - NOT FOR CONSTRUCTION EH EH FLOOR PLAN SCALE: 1/4" = 1'-0" A 301 1FIRST FLOOR PLAN N E S W FLOOR PLAN KEYNOTES NO. DESCRIPTION DATE ISSUE SCALE: 1/4" = 1'-0" A 301 2FOUNDATION PLAN Page 79 of 104 D-1D-2 SEE SCHED. SEE SCHEDULE SEE SCHED. SEE SCHEDULE 6" 10" 6" 6" GENERAL DOOR NOTES • - PRELIMINARY GENERAL FINISH NOTES • - PRELIMINARY F-1 SEE SCHEDULE 2" 2" SEE SCHED. 2" FIRST FLOOR B 1'-6" 5'-6" 4'-0" 2" 3'-8" 2" 2" 5'-2" 2" FIRST FLOOR A 2'-0" 2" 1'-8" 2" 5'-6" 1'-6" 2" 5'-2" 2" 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 N VEL R. PHILLIPS AVE, SUITE 210, MI LWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2025 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2025-51 WILLIAMS BAY, WI ISSUE DATE: 04-28-2025 YERKES FAMILY PAVILION NEW BUILDING: A 401 PRELIMINARY - NOT FOR CONSTRUCTION EH EH SCHEDULES ROOM FINISH SCHEDULE ROOM FLOOR BASE WALL FINISH / MATERIAL CEILING CEILING HEIGHT FEROUS METALS WOOD TRIM REMARKS NO. NAME NORTH EAST SOUTH WEST 100 SENSORY 101 MECH 102 MENS 103 WOMENS ROOM FINISH LEGEND KEY DESCRIPTION ACT-1 ACOUSTIC CEILING TILE - 24" x 24" ACT-2 VINYL FACED GYPSUM BOARD - 24" x 24" CMU CONCRETE MASONRY UNIT CONC. CONCRETE CPT CARPET ES EXPOSED STRUCTURE EX EXISTING FINISH GYP GYPSUM BOARD HM HOLLOW METAL P- PAINT FINISH PT PORCELAIN TILE PTB PORCELAIN TILE BASE SC SEALED CONCRETE VB VINYL BASE VCT VINYL COMPOSITION TILE WD WOOD COLOR AND MATERIAL LEGEND CODE PRODUCT MANUFACTURER STYLE/SIZE COLOR DOOR SCHEDULE DOOR NO. DOOR HARDWARE SET NO. FRAME FIRE RATING REMARKS DOOR SIZE ELEV. MAT'L GLASS TYPE ELEV. MAT'L FRAME DEPTH JAMB DETAIL HEAD DETAIL 100 3'-0" x 6'-8" D-2 ALUM 1 F-1 ALUM 8 3/4" 101 2'-6" x 6'-8" D-1 WD - F-1 ALUM 8 3/4" 102 3'-0" x 6'-8" D-2 ALUM 1 F-1 ALUM 8 3/4" 103 3'-0" x 6'-8" D-2 ALUM 1 F-1 ALUM 8 3/4" GLASS TYPES 1 1" TEMPERED INSULATED LOW-E GLASS 2 1" INSULATED LOW-E GLASS 3 1/4" TEMPERED GLASS 4 1/4" FLOAT GLASS 5 FIRE RATED SAFETY GLASS DOOR TYPES DOOR REMARKS NO. DESCRIPTION ROOM FINISH REMARKS NO. DESCRIPTION FRAME TYPES DATE ISSUE WINDOW TYPES Page 80 of 104 ELEV. 100' -0" FIRST FLOOR ELEV. 114' -0" ROOF 1 A 601 ELEV. 96' -0" T.O. FO0TING 1 2 3 5 6 8 4 ELEV. 100' -0" FIRST FLOOR ELEV. 114' -0" ROOF 2 A 601 ELEV. 96' -0" T.O. FO0TING 1 2 7 8 5 7 ELEV. 100' -0" FIRST FLOOR ELEV. 114' -0" ROOF 2 1 A 601 ELEV. 96' -0" T.O. FO0TING 1 3 58 6 ELEV. 100' -0" FIRST FLOOR ELEV. 114' -0" ROOF 2 A 601 ELEV. 96' -0" T.O. FO0TING 2 GENERAL EXTERIOR ELEVATION NOTES • ALL EXPOSED MISC. EXTERIOR STEEL SHALL BE PAINTED WITH PAINT FINISH E -1. • MASONRY COURSING SHOWN FOR MATERIAL REPRESENTATION ONLY, ACTUAL COURSING MAY VARY. • MASONRY CONTROL JOINTS SHALL BE LOCATED AT ALL MASONRY HEIGHT CHANGES, WINDOW OPENINGS, DOOR OPENINGS, 5' MAX. FROM BUILDING CORNERS, AND 25' MAX. AT CONTINUOUS W ALL LOCATIONS. PRELIMINARY 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 N VEL R. PHILLIPS AVE, SUITE 210, MI LWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2025 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2025-51 WILLIAMS BAY, WI ISSUE DATE: 04-28-2025 YERKES FAMILY PAVILION NEW BUILDING: A 501 PRELIMINARY - NOT FOR CONSTRUCTION EH EH EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" A 501 1NORTH ELEVATION SCALE: 1/4" = 1'-0" A 501 2EAST ELEVATION SCALE: 1/4" = 1'-0" A 501 4SOUTH ELEVATION SCALE: 1/4" = 1'-0" A 501 3WEST ELEVATION ELEVATION KEYNOTES NO. DESCRIPTION 1 ALUMINUM PANELS, CUSTOM HENDRICK H-CLAD 2 WOOD VENEER 3 ALUMINUM FRAMED WINDOW 4 ALUMINUM FRAMED DOOR 5 PRE FINISHED ALUMINUM COLUMN COVER 6 CMU BLOCK w/ BACK LIGHTING 7 CMU BLOCK 8 CELL PHONE CHARGING STATION DATE ISSUE Page 81 of 104 ELEV. 100' -0" FIRST FLOOR ELEV. 114' -0" ROOF 1 A 601 ELEV. 96' -0" T.O. FO0TING ELEV. 100' -0" FIRST FLOOR ELEV. 114' -0" ROOF 2 A 601 ELEV. 96' -0" T.O. FO0TING 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 N VEL R. PHILLIPS AVE, SUITE 210, MI LWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2025 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2025-51 WILLIAMS BAY, WI ISSUE DATE: 04-28-2025 YERKES FAMILY PAVILION NEW BUILDING: A 601 PRELIMINARY - NOT FOR CONSTRUCTION EH EH BUILDING SECTIONS DATE ISSUE SCALE: 1/4" = 1'-0" A 601 2PAVILION SECTION SCALE: 1/4" = 1'-0" A 601 1BUILDING SECTION Page 82 of 104 Phone: 800.605.3091 P.O. Box 128 www.tadi-us.com Cedarburg, WI 53012 PROVIDING TRAFFIC ENGINEERING SOLUTIONS TIA TECHNICAL MEMORANDUM DATE: November 20, 2025 BY: Tammi Czewski, P.E., PTOE Traffic Analysis & Design, Inc. SUBJECT: Yerkes Observatory Future Growth Traffic Impact Analysis Williams Bay, WI INTRODUCTION Yerkes Observatory is planning for future visitor growth, site amenities, and a new exit route that will impact traffic volumes and operations at intersections to Geneva Street (STH 67) in Williams Bay, Wisconsin. This memo was prepared as a traffic impact analysis (TIA) report to evaluate future peak hour traffic operations for different scenarios that include background/off- site development traffic growth from “The Preserve” development, Yerkes Observatory visitor traffic growth, and site exit alternatives. The location of the site and off-site developments, as well as the intersections evaluated in this study are on Exhibit 1. SITE CIRCULATION & DEVELOPMENT PLAN Existing Plan Exhibit 2 shows the existing Yerkes Observatory site and traffic circulation routes for vehicles entering and exiting at Geneva Street. All site traffic enters from Observatory Place and exits to Parkhurst Place. The existing facility has 22,000 annual visitors, with 10,000 annual visitors in the “summer” (May through September) and 12,000 annual visitors in the “winter” (October through April). During the summer, 95% of visitors arrive by car and 5% walk or park off-site. During the winter, 20% of visitors arrive by car and 80% park off-site. Winter visitors typically come for a single event and are bussed in from off-site areas. Future Plan The proposed changes to the site and traffic circulation routes is on Exhibit 3. Site changes impacting traffic volumes and operations include the addition of a playground and family pavilion, a visitor center, a 150-space parking lot (for more on-site parking availability), and a new connection to Constance Boulevard, which will be used for all site exits to Geneva Street. The existing connection to Parkhurst Place will be removed with this new plan. Page 83 of 104 Yerkes Observatory Future Growth TIA – Williams Bay, WI November 20, 2025 TADI 2 With these site enhancements along with increased popularity of the Yerkes Observatory, 56,000 annual visitors are estimated, with 38,000 annual visitors in the summer and 18,000 annual visitors in the winter. With the increase in site parking, 95% of the summer visitors arrive by car, and 80% of the winter visitors arrive by car. EXISTING TRAFFIC VOLUMES Data Collection & Study Area Turning movement traffic counts were collected at study intersections in September 2025 and November 2025. Traffic counts were collected from 3:00-6:00 on the weekday and from 3:00- 7:00 p.m. on a Saturday and are included in Appendix A. The study intersections are:  Geneva Street & Observatory Place  Geneva Street & Parkhurst Place  Geneva Street & Constance Boulevard Observatory Place, Parkhurst Place, and Constance Boulevard are two-lane local roadways with stop sign control at the intersections with Geneva Street. Observatory Place and Parkhurst Place are no outlet roadways that provide access to the Yerkes Observatory and about 10 single-family residences each. Constance Boulevard extends from Geneva Street and around the Yerkes Observatory property to the form er George Williams College of Aurora campus, which also has other connections to North Lake Shore Drive west of the site. The campus is being planned for redevelopment with a hotel, re staurant, amphitheater, and supporti ng services (spa, racquet ball courts, pool, etc.). The Preserve at Williams Bay Abbreviated TIA dated February 13, 2025 (herein referred to as The Preserve TIA) was prepared to identify traffic volumes, operations, and impacts to intersections along Geneva Street. Geneva Street (STH 67) is a principal arterial with a 30-mph posted speed limit and a two-lane undivided cross-section. The roadway has 10-foot-w ide bike lanes in both directions, which are dashed out at the study intersecti ons. Although not full right-turn lanes, the pavement markings allow for legal right-turn movements to occur from these lanes. Sidewalks exist intermittently on both sides of the roadway through the study inte rsections. The Wiscons in Department of Transportation (WisDOT) reports a 2022 annual av erage daily traffic (AADT) volume of 5,000 vehicles per day (vpd) west of Lake Shore Drive to the west and 6,800 vpd east of Dartmouth Road to the east. Exhibit 4 shows the geometrics, traffic control, and intersection spacing along Geneva Street. Existing Traffic Volumes The traffic count data was compiled for the peak traffic hours through all study intersections, which was determined to occur from 3:00-4:00 p.m. on weekdays and from 3:15-4:15 p.m. on Saturdays. Traffic volumes at the Geneva Street intersections with Observatory Place and Parkhurst Place were counted in November 2025, which represents the “winter” season volumes evaluated in this study. These intersections were used to balance traffic through the Geneva Street/Constance Boulevard Place intersection which was counted in September 2025 for The Preserve TIA to generate “winter” traffic volumes in the study area. “Summer” traffic volumes were generated by applying WisDOT 2024 Seasonal Adjustment Factors (Appendix A) for Seasonal Factor Group 6 (Tourist/Recreational Other), which is how WisDOT classifies Geneva Street through Williams Bay. The seasonal adjustment factors Page 84 of 104 Yerkes Observatory Future Growth TIA – Williams Bay, WI November 20, 2025 TADI 3 between November and July were applied to through volumes on Geneva Street to develop peak summer season volumes. Both the unadjusted “winter” and adjusted “summer” existing peak hour traffic volumes evaluated at the study intersections are on Exhibit 5. Existing Yerkes Observatory Traffic Both Yerkes Observatory traffic and traffic from the single-family homes along Observatory Place and Parkhurst Place are included in the intersection traffic counts with Geneva Street. Due to the one-way traffic patterns for the Yerkes Observatory, outbound traffic turning from Observatory Place and inbound traffic turning onto Parkhurst Place were identified as single- family home traffic. Using weekday and Saturday peak hour in/out percentage data from the Institute of Transportation Engineer’s (ITE) Trip Generation Manual, 11th Edition for land use #210 (single-family detached housing), opposing traffic for the single-family homes were calculated. Separating the single-family home traffic, it was determined that the Yerkes Observatory generated about 20 trips (7 in/13 out) during the weekday PM peak hour and 36 trips (18 in/18 out) during the Saturday PM peak hour. Yerkes Observatory provided daily traffic volumes for the same days traffic counts were collected at the Geneva Street intersections with Observatory Place and Parkhurst Place. Using this data, it was determined that 8% of the weekday daily Yerkes Observatory trips occurred in the weekday PM peak hour, and 15% of the Saturday daily Yerkes Observatory trips occurred in the Saturday PM peak hours. These rates were used to determine future peak hour trips from future daily attendance estimates. The existing Yerkes Observatory trip generation and traffic assumptions are shown in Table 1. Table 1. Existing Yerkes Observatory Trip Generation In Out Total In Out Total (63%) (37%) (54%) (46%) 538 224 213 112 7 1 32 0 1 81 83 6 -7 -4 -11 -3 -3 -6 108 0 9 9 202 15 15 30 8% 15% Notes/Assumptions: Land Use Weekday Daily PM Peak SAT PeakSaturday Daily -Opposite process applied to inbound traffic at Parkhurst Place. -Outbound traffic at Observatory Place is residential onl y traffic (Yerkes Observatory is one way inbound only). -Inbound residential tra ffic was estimated by applying ITE #210 in/out distributions to the outbound residential tra ffic. -Each vehicle generates one inbound tri p and one outbound trip per day, but those trips may not occur in the same hour. -Yerkes Observatory inbound traffic was determined by subtracting estimated inbound residential tra ffic from traffic counts. -In/Out peak counts were collected on Thursda y 11/6/2025 and Saturday 11/8/2025 at Observatory Place & Parkhurst Place. -Daily traffic volume data calculated from car counts at the Yerkes Observatory exit drive on those same dates. Existing Yerkes Observatory Traffic Total Traffic at Observatory Place & Parkhurst Place Residential Only Traffic at Observatory Place & Parkhurst Place Parkhurst Place Residential-Only Traffic Single-Family Detached Housing (ITE #210) Observatory Place Residential-Only Traffic Page 85 of 104 Yerkes Observatory Future Growth TIA – Williams Bay, WI November 20, 2025 TADI 4 FUTURE TRAFFIC VOLUMES The Yerkes Observatory Director provided winter and summer weekday and Saturday daily visitor estimates for two volume scenarios: existing traffic plus a playground addition, and future visitor growth of the whole site. Future Yerkes Observatory Traffic – Playground Addition During the winter, the playground is expected to be visited by an average of 30 children on weekdays and 60 children on Saturdays (100% will arrive by car). During the summer, the playground is expected to be visited by 140 children on weekdays and 220 children on Saturdays (80% will arrive by car). For the purposes of this study, playground visitors are estimated in addition to the existing traffic traveling to/from the Yerkes Observatory. Using the same peak- to-daily ratios as existing traffic at the Yerkes Observatory, the playground is estimated to generate three (3) additional weekday PM and four (4) additional Saturday PM trips during the winter, and 10 additional weekday PM and 19 additional Saturday PM trips during the summer. Future Yerkes Observatory Traffic – Playground Plus Visitor Growth In addition to playground visitors, tour traffic growth estimates were used to generate future peak hour visitor traffic to the Yerkes Observatory. The Yerkes Observatory offers set tours and program times that overlap during the peak hours (exiting traffic from one tour will occur in the same hour that entering traffic arrives for the next tour). Although more tours are expected to occur on Saturdays, only one tour occurs at one time. Therefore, tour visitor numbers and traffic generated from the tours are the same for both the weekday PM and Saturday PM peak hours. An average of 55 visitors per day and 25 visitors per tour is estimated during the winter (80% arrive by car) and an average of 207 visitors per day and 40 visitors per tour is estimated during the summer (95% arrive by car). For the purposes of this study, future build traffic estimates for the tours are estimated to replace the existing traffic at the Yerkes Observatory. The net new Yerkes Observatory traffic (tours plus playground visitors) is therefore calculated as 34 additional weekday PM and 14 Saturday midday trips during the winter, and 77 additional weekday PM and 65 additional Saturday midday trips during the summer. The future Yerkes Observatory trip generation and traffic assumptions are shown in Table 2 (next page). Traffic Distribution Existing traffic entering and exiting at the Geneva Street intersections with Observatory Place and Parkhurst Place follow this distribution pattern:  42% to/from the west on Geneva Street  58% to/from the east on Geneva Street All future trips for the Yerkes Observatory were assigned to the study intersections using this trip distribution pattern. Page 86 of 104 Yerkes Observatory Future Growth TIA – Williams Bay, WI November 20, 2025 TADI 5 Table 2. Future Yerkes Observatory Traffic Traffic Volume & Access Scenarios This study evaluates the study intersections with four traffic volume and access scenarios:  Scenario 1: Existing Yerkes Observatory traffic plus additional visitor traffic to the new playground area. Yerkes Observatory traffic enters from Observatory Place and exits to Parkhurst Place.  Scenario 2: Existing Yerkes Observatory traffic plus additional visitor traffic to the new playground area. Yerkes Observatory traffic enters from Observatory Place and exits to Constance Boulevard.  Scenario 3: Existing Yerkes Observatory traffic plus new trips from “The Preserve” development (includes Saturday amphitheater event). Yerkes Observatory traffic enters from Observatory Place and exits to Parkhurst Place.  Scenario 4: Future Yerkes Observatory traffic (includes tour and programming growth and additional playground visitors) plus new trips from “The Preserve” development (includes Saturday amphitheater event). Yerkes Observatory traffic enters from Observatory Place and exits to Constance Boulevard. Weekday In Out Total Saturday In Out Total Season Scenario Daily 8% Daily 15% 3 0 213 6 0 224 (50%) (50%) (50%) (50%) 100% Playground Auto Arrivals 2 1 3 2 2 4 25 25 50 25 25 50 80% Tour Auto Arrivals 20 20 40 20 20 40 Existing Yerkes Observatory Trips 0 -9 -9 -15 -15 -30 Net New Winter Future Build Trips 22 12 34 7 7 14 140 6 6 12 220 11 10 21 (50%) (50%) (50%) (50%) 90% Playground Auto Arrivals 5 5 10 10 9 19 40 40 80 40 40 80 95% Tour Auto Arrivals 38 38 76 38 38 76 Existing Yerkes Observatory Trips 0 -9 -9 -15 -15 -30 Net New Summer Future Build Trips 43 34 77 33 32 65 -Yerkes Observatory Direction estimated future build daily visitors at 70 in winter & 207 in summer, which includes playground visitors. Playground visitors there fore subtracted from total future build tri ps to estimate tour onl y daily trips. -A 1.0 vehicle occupancy was applied to playground trips as trips based on children, with assumption that they are driven by an adult (NHTS data showed 1.66 occupancy for school/daycare, which is less than 1 child/vehicle ). -Winter & Summer daily playground children & future build traffic estimated by Yerkes Observatory Director. -Per the Director, 100% of the playground visitors arrive b y car in the Winter; 90% arrive b y car in the Summer. -Per the Director, 80% o f future build visitors will arrive b y car in the Winter; 95% will arrive b y car in the Summer. -A 2.10 average vehicle occupancy applied to tour visitor tri ps using FHWA 2022 National Household Travel Survey (NHTS) data. Winter Tours - Average 207 visitors/day & 40 visitors/tour (Excludes Playground) Summer Notes/Assumptions: Peak% of Daily Peak% of Daily Playground - 15 Children/Weekday; 30 Children/Weekend Day Playground - 70 Children/Weekday; 110 Children/Weekend Day Tours - Average 55 Visitors/Day & 25 Visitors/Tour (Excludes Playground) -Traffic for tours overlap in the peak hour: traffic for one tour exits while tra ffic from another tour arrives. -Each vehicle generates one inbound tri p and one outbound trip per day: Assume both occur in the same hour. -Playground peak hour traffic estimated by applying the existing Yerkes Observatory peak-to-daily (Peak% of Daily) trip factors. Weekday PM Peak Saturday PM Peak Page 87 of 104 Yerkes Observatory Future Growth TIA – Williams Bay, WI November 20, 2025 TADI 6 Traffic volumes for each of these scenarios were calculated for the weekday PM and Saturday PM peak hours during both the winter and summer seasons. The volume exhibits show the new development trip assignments (Yerkes Observatory in orange and “The Preserve” in light blue) as well as the existing Yerkes Observatory traffic reroutes from exiting at Parkhurst Place to exiting at Constance Boulevard (in green). The total traffic volumes that combine these development trips with the existing background traffic volumes are shown in black. “The Preserve” traffic assignment was obtained from the February 2025 TIA.  Exhibit 6: Scenario 1 Peak Hour Traffic Volumes  Exhibit 7: Scenario 2 Peak Hour Traffic Volumes  Exhibit 8: Scenario 3 Peak Hour Traffic Volumes  Exhibit 9: Scenario 4 Peak Hour Traffic Volumes PEAK HOUR TRAFFIC OPERATIONS The study intersections were analyzed using the Synchro 12 traffic analysis model (outputs based on the Highway Capacity Manual, 7th Edition) and the peak hour turning movement volumes estimated for each intersection. Intersection operation is defined by “level of service.” Level of Service (LOS) is a quantitative measure that refers to the overall quality of flow at an intersection ranging from very good, represented by LOS ‘A’, to very poor, represented by LOS ‘F’. For the purposes of this study, LOS D or better was used to define acceptable peak hour operating conditions. The LOS definitions for signalized and unsignalized intersections are in Appendix B. Exhibits 10-12 include tables that show the study intersection lane geometrics, 95th percentile queues (in feet), delays (in seconds per vehicle), and corresponding LOS. The tables are separated by peak hour and season (winter and summer). The LOS tables and appendix location with the Synchro analysis files for each scenario are listed below.  Exhibit 10 (Appendix B): Scenario 1 Peak Hour Traffic Operations (LOS Table)  Exhibit 11 (Appendix C): Scenario 2 Peak Hour Traffic Operations (LOS Table)  Exhibit 12 (Appendix D): Scenario 3 Peak Hour Traffic Operations (LOS Table)  Exhibit 13 (Appendix E): Scenario 4 Peak Hour Traffic Operations (LOS Table) With the existing Yerkes Observatory visitor volume plus additional traffic from the playground addition, all turning movements at the study intersections operate at LOS B or better during the winter and summer weekday PM and Saturday PM peak hours (Scenarios 1 and 2). With the existing Yerkes Observatory visitor volumes plus additional traffic from “The Preserve” development, delays increase to LOS C or better (Scenario 3). With future visitor projections (including the playground addition) added to Scenario 3 traffic volumes, delays for all intersections remain at LOS C or better (Scenario 4). CONCLUSIONS The analysis shows that there are relatively low increases in delays and queues with future buildout of the Yerkes Observatory site. LOS C or better conditions are expected all study intersections, even with traffic exiting to Constance Boulevard instead of Parkhurst Lane, and even during an amphitheater event on Saturday within “The Prairie” development. Page 88 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 1 PROJECT LOCATION MAP Williams Bay, Wisconsin Study Area Intersection Yerkes Observatory Site Off-Site Development LEGEND “The Preserve” Development Yerkes Observatory Page 89 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 2 EXISTING SITE PLAN & VISITOR TRAFFIC CIRCULATION ENTER FROM OBSERVATORY PL, EXIT TO PARKHURST PL Page 90 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 3 FUTURE SITE PLAN & VISITOR TRAFFIC CIRCULATION ENTER FROM OBSERVATORY PL, EXIT TO CONSTANCE BLVD Entering Traffic Pattern Exiting Traffic Pattern LEGEND Observatory Place Parkhurst Place Constance Boulevard Geneva Street (STH 67) Visitor Parking Page 91 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 4 EXISTING TRANSPORTATION SYSTEM Observatory Place Geneva Street Parkhurst Place Constance Boulevard 67 Yerkes Observatory Yerkes Observatory Entrance ONE WAY Gate Yerkes Observatory Exit ONE WAY Gate (Bike Lane) (Bike Lane) (Bike Lane) SPEED LIMIT 30 SPEED LIMIT 25 XX’ Stop Sign Existing Lane Configuration Centerline Distance (In Feet) LEGEND 440’ 320’ 345’ Page 92 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 318 (293) 2 (6) (212) 349 (11) 3 (1) 3 (1) 0 Observatory Place Geneva Street 315 (292) 1 (1) (213) 348 (0) 1 (7) 5 (9) 5 Parkhurst Place 312 (291) 3 (3) (217) 350 (5) 3 (2) 4 (10) 22 Constance Boulevard 67 XX (XX) Weekday PM Peak Hour Volumes Saturday PM Peak Hour Volumes Yerkes Observatory Entering Traffic Yerkes Observatory Exiting Traffic LEGEND 365 (337) 2 (6) (244) 401 (11) 3 (1) 3 (1) 0 Observatory Place Geneva Street 362 (336) 1 (1) (245) 400 (0) 1 (7) 5 (9) 5 Parkhurst Place 359 (335) 3 (3) (249) 402 (5) 3 (2) 4 (10) 22 Constance Boulevard 67 EXHIBIT 5 EXISTING PEAK HOUR TRAFFIC VOLUMES Yerkes Observatory Existing Operations Yerkes Observatory Existing Operations SUMMER WINTER 0 (15) (15) 9 0 (15) (15) 9 Page 93 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 SUMMER 318 (294) 0 (1) 3 (7) 1 (1) (212) 349 (12) 4(1) 1 (1) 3 (1) 0 Observatory Place Geneva Street 316 (293) 1 (1) 1 (1) (213) 348 (0) 1 (1) 0 (8) 5 (10) 6(1) 1 Parkhurst Place 313 (292) 1 (1) 3 (3) (1) 1 (218) 351 (5) 3 (2) 4 (10) 22 Constance Boulevard 67 367 (341) 2 (4) 5 (12) 3 (6) (244) 401 (15) 5(4) 2 (1) 3 (1) 0 Observatory Place Geneva Street 365 (342) 3 (6) 1 (1) (245) 400 (0) 1 (4) 2 (11) 7 (14) 8(5) 3 Parkhurst Place 362 (341) 3 (6) 3 (3) (5) 3 (254) 405 (5) 3 (2) 4 (10) 22 Constance Boulevard 67 EXHIBIT 6 SCENARIO 1 PEAK HOUR TRAFFIC VOLUMES PLAYGROUND ADDITION ENTER FROM OBSERVATORY PL, EXIT TO PARKHURST PL XX (XX) XX (XX) Weekday PM Peak Hour Volumes* Saturday PM Peak Hour Volumes* Weekday (Saturday) New Playground Trips Yerkes Observatory Entering Traffic Yerkes Observatory Exiting Traffic LEGEND Yerkes Observatory Existing Operations + Playground Yerkes Observatory Existing Operations + Playground WINTER *Volumes include Existing traffic plus additional Playground site trips (orange text). Page 94 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 SUMMER 318 (294) 0 (1) 3 (7) 1 (1) (212) 349 (12) 4(1) 1 (1) 3 (1) 0 Observatory Place Geneva Street 321 (301) 1 (2) 5 (7) 1 (1) (213) 348 (0) 1 (-7) -5 (0) 0 (1) 1(-8) -4 Parkhurst Place 313 (292) 1 (1) 3 (3) (-8) -4 (209) 346 (5) 3 (7) 5 (10) 9(1) 0 (19) 27(8) 4 (1) 1 Constance Boulevard 67 367 (341) 2 (4) 5 (12) 3 (6) (244) 401 (15) 5(4) 2 (1) 3 (1) 0 Observatory Place Geneva Street 372 (353) 5 (10) 5 (7) 1 (1) (245) 400 (0) 1 (-7) -5 (0) 0 (1) 1(-8) -4 Parkhurst Place 362 (341) 3 (6) 3 (3) (-8) -4 (241) 398 (5) 3 (7) 5 (4) 2 (13) 11 (23) 29(8) 4 (5) 3 Constance Boulevard 67 EXHIBIT 7 SCENARIO 2 PEAK HOUR TRAFFIC VOLUMES PLAYGROUND ADDITION ENTER FROM OBSERVATORY PL, EXIT TO CONSTANCE BLVD XX (XX) XX (XX) XX (XX) Weekday PM Peak Hour Volumes* Saturday PM Peak Hour Volumes* Weekday (Saturday) New Playground Trips Weekday (Saturday) Rerouted Existing Trips Yerkes Observatory Entering Traffic Yerkes Observatory Exiting Traffic LEGEND Yerkes Observatory Existing Operations + Playground Yerkes Observatory Existing Operations + Playground WINTER *Volumes include Existing traffic plus additional Playground site trips (orange text) and rerouted existing Yerkes Observatory exiting trips from Parkhurst Place to Constance Boulevard (green text). Page 95 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 8 SCENARIO 3 FUTURE BACKGROUND PEAK HOUR TRAFFIC VOLUMES “THE PRESERVE” DEVELOPMENT ADDITION 343 (673) 25 (380) 2 (6) (5) 15 (217) 364 (11) 3 (1) 3 (1) 0 Observatory Place Geneva Street 340 (672) 25 (380) 1 (1) (5) 15 (218) 363 (0) 1 (7) 5 (9) 5 Parkhurst Place 337 (636) 25 (345) 3 (28) 0 (25) (5) 15 (222) 365 (5) 3 (35) 0 (37) 4 (35) 22(25) 0 Constance Boulevard 67 390 (717) 25 (380) 2 (6) (5) 15 (249) 416 (11) 3 (1) 3 (1) 0 Observatory Place Geneva Street 387 (716) 25 (380) 1 (1) (5) 15 (250) 415 (0) 1 (7) 5 (9) 5 Parkhurst Place 384 (680) 25 (345) 3 (28) 0 (25) (5) 15 (254) 417 (5) 3 (37) 4(35) 0 (35) 22(25) 0 Constance Boulevard 67 Yerkes Observatory Existing Operations Yerkes Observatory Existing Operations SUMMER WINTER The Preserve Development The Preserve Development XX (XX) XX (XX) Weekday PM Peak Hour Volumes* Saturday PM Peak Hour Volumes* Weekday (Saturday) “The Preserve” Trips Yerkes Observatory Entering Traffic Yerkes Observatory Exiting Traffic LEGEND *Volumes include Existing traffic plus additional “The Preserve” development site trips (blue text), which assume an ampitheater event on Page 96 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 9 SCENARIO 4 FUTURE BUILD PEAK HOUR TRAFFIC VOLUMES “THE PRESERVE” DEVELOPMENT ADDITION & FUTURE VISITOR GROWTH AT THE YERKES OBSERVATORY 348 (676) 5 (3) 15 (10) 13 (4) (217) 364 (14) 12(3) 9 (1) 3 (1) 0 Observatory Place Geneva Street 363 (686) 18 (7) 5 (7) 1 (1) (218) 363 (0) 1 (-7) -5 (0) 0 (1) 1(-8) -4 Parkhurst Place 350 (640) 13 (4) 3 (28) (-8) -4 (214) 361 (5) 3 (7) 5 (3) 5 (47) 14 (47) 33(8) 4 (4) 7 Constance Boulevard 67 404 (730) 14 (13) 27 (25) 25 (19) (249) 416 (25) 21(14) 18 (1) 3 (1) 0 Observatory Place Geneva Street 431 (755) 39 (32) 5 (7) 1 (1) (250) 415 (0) 1 (-7) -5 (0) 0 (1) 1(-8) -4 Parkhurst Place 409 (699) 25 (19) 3 (28) (-8) -4 (246) 413 (5) 3 (7) 5 (57) 23(13) 14 (62) 46(8) 4 (19) 20 Constance Boulevard 67 Yerkes Observatory Future Build Operations Yerkes Observatory Future Build Operations SUMMER WINTER The Preserve Development The Preserve Development XX (XX) XX (XX) XX (XX) Weekday PM Peak Hour Volumes* Saturday PM Peak Hour Volumes* Weekday (Saturday) Net New Future Build Trips Weekday (Saturday) Rerouted Existing Trips Yerkes Observatory Entering Traffic Yerkes Observatory Exiting Traffic LEGEND *Volumes include Future Background traffic plus net new Future Build trips (orange text) & rerouted existing Yerkes Observatory exiting trips from Parkhurst Place to Constance Boulevard (green text). Page 97 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 10 SCENARIO 1 PEAK HOUR TRAFFIC OPERATIONS PLAYGROUND ADDITION ENTER FROM OBSERVATORY PL, EXIT TO PARKHURST PL I/S LOS & LT TH RT LT TH RT LT TH RT LT TH RT Delay - 1 1 - LOS - * * - A Delay - * * - 0.1 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.1 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.2 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.4 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.5 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.3 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.1 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.2 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.3 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.5 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.5 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.2 Queue - * * - (-) indicates a movement that is prohibited or does not exist; (*) indicates a freeflow movement; (< or >) indicates a shared lane movement. Existing bike lane legally be used as a right-turn lane at study intersections. Stop Sign Control (NB) 0' 5' - Weekday PM A B Saturday PM A B - 7.9 10.6 - - 0' 5' - 0' 5' - - Stop Sign Control (NB) 0' STH 67 & Constance Boulevard Lanes-> <1 <1> - 5' - Saturday PM A B - 7.8 11.5 - - 8.4 12.9 0' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Weekday PM A Saturday PM A B - 7.9 11.7 - B - 8.3 13.8 0' 0' - - Stop Sign Control (NB) Weekday PM A C - 0' 5' - STH 67 & Observatory Place Lanes-> <1 <1> - 8.3 16.2 Saturday PM A B - 7.8 10.2 - Stop Sign Control (NB) 0' 5' - <1> - Weekday PM A B - 8.2 12.1 - 7.7 0' STH 67 & Constance Boulevard Lanes-> <1 5' - Queues are reported as 95th percentile values, which are equivalent to vehicles in 25' increments (1 vehicle = 0-25' queue; 2 vehicles = 26-50' queue, etc.). <1 A 8.2 0' A 5' - Saturday PM B - 10.8 - STH 67 & Parkhurst Place Lanes-> <1> - Weekday PM B - 12.6 - Stop Sign Control (NB) 0' 0' - Saturday PM A B - 7.8 11.0 - 0' 0' -Stop Sign Control (NB) 8.1 14.6 -Weekday PM A B - Southbound STH 67 & Observatory Place Lanes-> <1 <1> - Playground Build Traffic Peak Hour Operating Conditions Scenario 1: Playground Build, Site Exits to Parkhurst Place (Existing Pattern) Intersection Peak Hour Metric Level of Service (LOS) per Movement by Approach Eastbound Westbound Northbound Page 98 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 11 SCENARIO 2 PEAK HOUR TRAFFIC OPERATIONS PLAYGROUND ADDITION ENTER FROM OBSERVATORY PL, EXIT TO CONSTANCE BLVD I/S LOS & LT TH RT LT TH RT LT TH RT LT TH RT Delay - 1 1 - LOS - * * - A Delay - * * - 0.1 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.1 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.0 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.0 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.7 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.6 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.1 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.2 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.0 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.0 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.7 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.7 Queue - * * - (-) indicates a movement that is prohibited or does not exist; (*) indicates a freeflow movement; (< or >) indicates a shared lane movement. Existing bike lane legally be used as a right-turn lane at study intersections. 0' 5' - Queues are reported as 95th percentile values, which are equivalent to vehicles in 25' increments (1 vehicle = 0-25' queue; 2 vehicles = 26-50' queue, etc.). Saturday PM A B - 7.9 11.6 - STH 67 & Constance Boulevard Lanes-> <1 <1> - Stop Sign Control (NB) 0' 10' - Weekday PM A B - 8.4 14.0 - 0' 0' - Saturday PM A A - 7.8 9.6 - 0' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Weekday PM A Saturday PM A B - 7.9 11.7 - B - 8.3 11.0 - Stop Sign Control (NB) 0' - A C - 8.3 16.2 - 0' 0' - 0' 5' - STH 67 & Observatory Place Lanes-> <1 <1> - Weekday PM Saturday PM A B - 7.8 10.9 - Stop Sign Control (NB) 0' STH 67 & Constance Boulevard Lanes-> <1 <1> - Stop Sign Control (NB) 0' 10' - Weekday PM A B - 8.2 12.7 - - Stop Sign Control (NB) 0' 0' - Saturday PM A A - 7.7 9.4 - 0' 0' - 0' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Weekday PM A Saturday PM A B - 7.8 11.0 - B - 8.2 10.5 STH 67 & Observatory Place Lanes-> <1 <1> - Weekday PM A B - 8.1 14.6 - Stop Sign Control (NB) 0' 0' - Playground Build Traffic Peak Hour Operating Conditions Scenario 2: Playground Build, Site Exits to Constance Boulevard Intersection Peak Hour Metric Level of Service (LOS) per Movement by Approach Eastbound Westbound Northbound Southbound Page 99 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 12 SCENARIO 3 FUTURE BACKGROUND PEAK HOUR TRAFFIC OPERATIONS “THE PRESERVE” DEVELOPMENT ADDITION I/S LOS & LT TH RT LT TH RT LT TH RT LT TH RT Delay - 1 1 - LOS - * * - A Delay - * * - 0.1 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.1 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.2 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.2 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.5 Queue - * * - LOS - * * - A WINTER Delay - * * - 1.6 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.1 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.1 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.2 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.2 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.4 Queue - * * - LOS - * * - A SUMMER Delay - * * - 1.6 Queue - * * - (-) indicates a movement that is prohibited or does not exist; (*) indicates a freeflow movement; (< or >) indicates a shared lane movement. Existing bike lane legally be used as a right-turn lane at study intersections. "The Preserve" Traffic Peak Hour Operating Conditions Scenario 3: Future Background, Site Exits to Constance Boulevard Intersection Peak Hour Metric Level of Service (LOS) per Movement by Approach Eastbound Westbound Northbound Southbound STH 67 & Observatory Place Lanes-> <1 <1> - Weekday PM A C - 8.2 15.1 - Stop Sign Control (NB) 0' 0' - 0' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Weekday PM A Saturday PM A B - 7.8 14.0 - B - 8.2 13.2 - Stop Sign Control (NB) 0' 5' - Saturday PM A B - 7.7 13.3 - 0' 5' - STH 67 & Constance Boulevard Lanes-> <1 <1> - Stop Sign Control (NB) 0' 5' - Weekday PM A B - 8.3 12.3 - 5' 25' - STH 67 & Observatory Place Lanes-> <1 <1> - Weekday PM A Saturday PM A C - 7.9 18.0 - C - 8.3 16.8 - Stop Sign Control (NB) 0' 0' - Saturday PM A B - 7.8 15.0 - 0' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Stop Sign Control (NB) 0' 5' - Weekday PM A B - 8.4 14.3 - 0' 5' - STH 67 & Constance Boulevard Lanes-> <1 <1> - Weekday PM A Saturday PM A B - 7.8 14.2 - B - 8.5 13.2 - Stop Sign Control (NB) 0' 5' 25' - Queues are reported as 95th percentile values, which are equivalent to vehicles in 25' increments (1 vehicle = 0-25' queue; 2 vehicles = 26-50' queue, etc.). 5' - Saturday PM A C - 8.0 20.0 - Page 100 of 104 N NOT TO SCALENOT TO SCALE N YERKES OBSERVATORY TRAFFIC STUDY - WILLIAMS BAY, WISCONSIN3561: 11-20-2025 EXHIBIT 13 SCENARIO 4 FUTURE BUILD PEAK HOUR TRAFFIC OPERATIONS “THE PRESERVE” DEVELOPMENT ADDITION & FUTURE VISITOR GROWTH AT THE YERKES OBSERVATORY I/S LOS & LT TH RT LT TH RT LT TH RT LT TH RT Delay - 1 1 - LOS - * * - A Delay - * * - 0.2 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.1 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.0 Queue - * * - LOS - * * - A WINTER Delay - * * - 0.0 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.9 Queue - * * - LOS - * * - A WINTER Delay - * * - 2.0 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.3 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.2 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 0.0 Queue - * * - LOS - * * - A SUMMER Delay - * * - 0.0 Queue - * * - - 1 1 - LOS - * * - A Delay - * * - 1.3 Queue - * * - LOS - * * - A SUMMER Delay - * * - 2.7 Queue - * * - (-) indicates a movement that is prohibited or does not exist; (*) indicates a freeflow movement; (< or >) indicates a shared lane movement. Existing bike lane legally be used as a right-turn lane at study intersections. "The Preserve" & Yerkes Observatory Future Visitor Growth Traffic Peak Hour Operating Conditions Scenario 4: Future Growth, Site Exits to Constance Boulevard Intersection Peak Hour Metric Level of Service (LOS) per Movement by Approach Eastbound Westbound Northbound Southbound STH 67 & Observatory Place Lanes-> <1 <1> - Weekday PM A C - 8.2 15.8 - Stop Sign Control (NB) 0' 0' - 0' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Weekday PM A Saturday PM A B - 7.8 14.2 - B - 8.2 10.7 - Stop Sign Control (NB) 0' 0' - Saturday PM A A - 7.7 9.5 - 0' 0' - STH 67 & Constance Boulevard Lanes-> <1 <1> - Stop Sign Control (NB) 0' 10' - Weekday PM A B - 8.3 13.7 - 5' 30' - STH 67 & Observatory Place Lanes-> <1 <1> - Weekday PM A Saturday PM A C - 7.8 18.9 - C - 8.5 18.4 - Stop Sign Control (NB) 5' 0' - Saturday PM A C - 7.9 15.9 - 5' 0' - STH 67 & Parkhurst Place Lanes-> <1 <1> - Stop Sign Control (NB) 0' 0' - Weekday PM A B - 8.4 11.1 - 0' 0' - STH 67 & Constance Boulevard Lanes-> <1 <1> - Weekday PM A Saturday PM A A - 7.8 9.7 - C - 8.5 16.3 - Stop Sign Control (NB) 0' 5' 50' - Queues are reported as 95th percentile values, which are equivalent to vehicles in 25' increments (1 vehicle = 0-25' queue; 2 vehicles = 26-50' queue, etc.). 20' - Saturday PM A C - 7.9 23.4 - Page 101 of 104 Building Permit Applica2on Supplement This building permit applica2on is for the Play/Space project, which in total comprises 38,300 SF (or 0.88 acre) including playground, building and landscaping and consists of: 1) An ADA accessible playground in three areas that integrate play equipment installed over a mixed compressed gravel, poured concrete and compacted earth founda=on. • The three playground areas are connected via ADA compliant ramps, stone stairs, scramble stones for children, and garden paths. • The play surfaces are covered with a combina<on of permeable poured rubber surfacing, permeable engineered wood chip surfacing, and landscaping. • The playground will meet all ASTM safety standards and be ASTM cer<fied. • The playground drains to engineered deten<on ponds constructed as part of the project. • Construc<on includes CIP (cast in place) walls and sea<ng, stone block sea<ng, and wooden benches and tables. • A single irriga<on line for manual hose and sprinkler connec<ons will be installed. • Landscaping will u<lize na<ve species and reflect the aesthe<cs of the historic Olmsted garden designs. • The project has been designed and the loca<on adjusted to minimize the number of desirable na<ve trees requiring removal or put at risk based on a GPS tree survey. 2) A concrete masonry unit (CMU) building on slab of ~350 SF with a pa=o slab of ~1,044 SF, containing two enclosed ADA family restrooms and a nursing room. • Pa<o will be covered for rain protec<on. • Building heat will be radiant slab. • Electric will be connected underground. • Natural gas for hot water and radiant heat. • Sewer connection to the existing site sewer lines/lift stations. • Two family restrooms including changing tables, with lockable exterior doors. • A single keycode locked nursing room/sensory break room for children with disabilities. • Interior lighting and dark-sky compliant exterior lighting. • Building exterior will include a water bottle filling station, drinking fountain, pet water station, and a cell phone charging locker system. Page 102 of 104 EX. BLD.1046.991052.461042.321043.66 1032.181030.56 1025.29 EX. BLD. EX. BLD.7.6'15.7' 92.27' 33.82'30.19' PART OFLOT 6GRAND TERRACESUBDIVISIONPART OF LOT 123AND 122CONSTANCEPUBLIC RIGHT OF WAYLOT 2CSM 4968 LOT 31LOT 1CSM _______2,120,147 S.F.48.67 AC. EX. GAR. 199.2'603.5'274.1' LOT 1CSM 5051 BUILDINGPAD U UU SCAN AREA SCAN AREASCAN AREASCAN AREA SCAN AREA SCANAREASCAN AREA SCAN AREA SCAN AREA SCAN AREA 7.6' U UU SCAN AREA SCAN AREASCAN AREA SCAN AREA SCANAREASCAN AREA SCAN AREA 15.7' MON NGS YERKES 102 MON ip2MON ip2MON ip1MON ip0.5MON REBAR MON ip 1 MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON set 1"" pipe MON 162 IP1 FD 2-4-20 MON 161 REBAR SET 2-4-22MON 161 REBAR SET 2-4-21 ST PPPPPPPPPPPP TV T ST E 10371036103510341033 10451040103510301024 1025 1045 10401041104010401039103810371036103510341033103410321031 10301029102810271026102510241023 1030102310261027102810291030103110321034103310361035103710381039104010411041104210431044 10461045 10471048 1042104310431043 1042 1043 1024.081029.03 1026.41 26.0'35.8'18.1'52.0' 30.9' N 00°33'11" W 322.65 N 87°08'49" E 658.72 S 45°40'39" W156.38' S 17°55'43" E147.61'S 09°35'40" E191.04' C2C3C4C5 101510201025 103010301032 32731035.02TFM CHARGE STATION32741035.84TFM CHARGE STATION32791035.75TFM 6"PVC RISER 33281040.90FWD B GATE33291041.03FWD GATE33301041.12FWD33311041.35FWD33321041.24FWD33331040.81FWD CO 36901043.26VEG 36951045.77VEG36961045.49VEG36971045.06VEG 37221043.57TEG B37231042.89TEG H-637241041.88TEG37251041.51TEG BC37261041.38TEG37271041.36TEG EC BC1041.80 37491047.47TEG SO37501048.00TEG E37511048.00TEG B37521047.54TEG E 37531045.05TEG B BC37541044.01TEG37551043.19TEG37561042.93TEG E37571043.17TEG B BC37581043.34TEG37591044.05TEG37601044.89TEG E 37611043.71TEG B37621042.94TEG E TV 60111034.98TEL CR60121035.32TEL60131034.75TEL60161033.68TEL CR60171034.19TEL60181033.24TEL 61311039.59TSC T E445451031.34TFM 1.5"PVC RISER 445591029.74FCL B445601029.42FCL445611029.49FCL445621029.62FCL CO 446081027.19TFM 4"PVC LAT 15' SETBACKVEGETAED SCREENINGBUFFEREXIT DRIVE LOCATION SUBJECTTO FINAL SITE SURVEY PROJECT LIMITSTREE PROTECTION FENCEPLAY EQUIPMENT FALL ZONESTANDARD CONCRETESTANDARD CONCRETE WITH GLOWSTONES - YERKES STAFF TO FINALIZEGLOW STONE DESIGN AND LAYOUTWITH CONTRACTOR)POURED IN PLACE RUBBER SURFACINGENGINEERED WOOD FIBERMULCH PATHSTANDARD ASPHALT PAVEMENT SCALE:1" = 80'-0"1SITE PLAN OVERVIEW080'160'1" = 80'-0"NORTH08/01/2025DateIssuedSheetNumberSetTypeDESIGNDEVELOPMENTPLAY/SPACEYERKES OBSERVATORYWILLIAMS BAYWALWORTH COUNTY, WI L000NOT FOR CONSTRUCTION LEGEND1.FIELD VERIFY SURVEY INFORMATION, EXISTING SITE CONDITIONS, AND UTILITIES PRIOR TO STARTING WORK. REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVE.2.CONTACT IOWA ONE CALL TO LOCATE ALL UTILITIES PRIOR TO STARTING WORK.3.VERIFY ALL DIMENSIONS IN FIELD. ANY DEVIATION FROM OR MODIFICATIONS OF LAYOUT AND DIMENSIONS SHOWN ON THIS PLANSHALL REQUIRE APPROVAL BY THE OWNER'S REPRESENTATIVE.4.CONTRACTOR IS RESPONSIBLE FOR STAKING SITE FOR HORIZONTAL AND VERTICAL ALIGNMENT.5.CONTRACTOR SHALL ARRANGE FOR LAYOUT APPROVAL WITH OWNER'S REPRESENTATIVE PROVIDING A MINIMUM OF TWO (2)WORKING DAYS NOTICE PRIOR TO ANY EXECUTION OF WORK.6.PROTECT ALL EXISTING SITE FEATURES: PAVING, FURNISHINGS, LANDSCAPING, ETC. TO REMAIN FROM CONSTRUCTION ACTIVITIES.REPLACE IN KIND AND QUANTITY ANY EXISTING SITE FEATURES, INCLUDING THOSE BEYOND PROJECT LIMITS SHOWN ON PLANS,DAMAGED BY CONSTRUCTION RELATED ACTIVITIES AT COMPLETION OF WORK TO PRE-DISTURBANCE STANDARDS AT NO ADDITIONALCOST TO OWNER.7.CONCRETE CONTROL JOINTS SHOWN FOR DESIGN INTENT. PLACE ALL JOINTS PER PLAN. SEE SECTION 32 10 00 - PAVING FORADDITIONAL INFORMATION.8.PROVIDE FINISHED COLD JOINT WHERE NEW CONCRETE TIES INTO EXISTING CONCRETE. ENSURE FLUSH TRANSITION BETWEENWEARING SURFACES.9.ALL WORK IN CITY RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS, PERMITTING, AND ORDINANCES.10.SEE PROJECT MANUAL SECTION "SPECIAL PROVISIONS" FOR INFORMATION REGARDING SHPO EXCAVATION REQUIREMENTS.11.IDENTIFICATION OF PREFABRICATED PLAY EQUIPMENT FALL ZONES ARE THE RESPONSIBILITY OF THE MANUFACTURER.APPROPRIATE LAYOUT OF THE PLAY EQUIPMENT TO ENSURE FALL ZONE PROTECTION IS THE RESPONSIBILITY OF THEMANUFACTURER.12.EXCEPT AS ADDRESSED IN SUBSECTION B., MOTOR VEHICLE ACCESS TO THE PROPERTY SHALL CONTINUE TO BE PERMITTED ONPARKHURST PLACE FOR EMERGENCY VEHICLES ONLY VIA AN ACCESS CONTROL GATE, THE KEYS TO WHICH SHALL BE PROVIDED TOFIRST RESPONDERS SERVING THE VILLAGE.13.MOTOR VEHICLE TRAFFIC SHALL USE OBSERVATORY PLACE FOR ALL ACCESS TO AND FROM THE PROPERTY. SEE SECTION II. C.PROVIDED, THAT THE ABILITY OF MOTOR VEHICLE TRAFFIC TO UTILIZE PARKHURST PLACE TO EXIT THE PROPERTY SHALL BEPERMITTED FOR A PERIOD OF NOT MORE THAN 18 MONTHS AFTER THE EFFECTIVE DATE OF THE APPROVAL OF THE CONDITIONALUSE PERMIT AND SITE PLAN APPLICATIONS OF YERKES FOR CONSTRUCTION OF THE PAVILION AND PLAYGROUND, AND RELATEDAREA, AT WHICH TIME THE VILLAGE SHALL CLOSE ACCESS TO PARKHURST PLACE FROM THE PROPERTY, EXCEPT FOR THE ACCESSCONTROL GATE FOR EMERGENCY VEHICLES ONLY. NOTES Page 103 of 104 Page 1 of 1 Engineer Review Comments – Second TIA Yerkes Observatory January 17, 2026 As requested, we reviewed a second traffic impact analysis (New TIA) study for Yerkes Observatory dated December 27, 2025. In general, we see no issues if the Village approval requires Yerkes to follow this TIA, which means they only enter and depart on Geneva Street. As a reminder, we need an access easement (width varies to save existing trees) adjacent to Constance Boulevard for a future pedestrian path. We have the following specific comments on the New TIA:  This traffic impact analysis no longer proposes an entrance to Constance Boulevard nor references any future development of the site beyond the proposed playground.  Although not acknowledged in the report, Yerkes plans to continue to expand development on the site that was presented in the TIA (Original TIA) from December 3, 2025; these plans should be removed from the New TIA if these plans are expected to occur more than 10 years after the initial playground construction. The Village should confirm with the owner no future development is expected to occur within 10 years of playground construction if this new TIA is be considered valid.  The New TIA appears to use the same traffic data and projections for playground as the Original TIA. We do not take exception to the traffic data or analysis completed; however, we do have the following comments/concerns for the Village to consider. o On a peak hour basis, the playground will add minimal traffic impacts to the existing intersections at W. Geneva Street (STH 67); however, when your look at the daily impact, i.e. average daily traffic throughout the day, daily traffic volume (entering & exiting) is expected to more than double during the summer with the addition of the playground. As noted in my previous review, this suggests increased traffic throughout the day instead of the regimented peak periods that is currently experienced from tour times and special events. This means more traffic will be observed at Parkhurst during times of the day not previously experienced. It should be noted; however, the impact should still be low, because the increase in Saturday traffic translates to, on average, 1 additional car every 4 minutes. o The discharge to Parkhurst Place is currently gated and only open for tour traffic and special events. Is the gate intended to be opened all day during operating hours of the playground or will there be times traffic will have to exit using Observatory Place? If the latter, we recommend keeping the daily playground traffic using Observatory Place for both ingress and egress and only opening the gate to Parkhurst for special events and peak tour times. This would then result in little change for the residents in Parkhurst Place. To summarize, if no additional development is expected within 10 years of the playground construction, then the new TIA is valid; we agree that peak hour impacts from the playground will be minimal, but more traffic will be observed on Parkhurst Place throughout the day; the impacts to Parkhurst Place assume the egress gate is open during the hours of operation of the playground, but we again recommend limiting further impacts to Parkhurst Place by directing daily playground traffic to enter and exit using Observatory Place. Page 104 of 104