Plan Commission — Agenda Packet

Planning Department W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0770 PLAN COMMISSION MEETING NOTICE AND AGENDA Thursday, March 19, 2026 6:00 PM Pewaukee City Hall Common Council Chambers W240N3065 Pewaukee Road, Pewaukee, WI 1. Call to Order and Pledge of Allegiance 2. Discussion and Action Regarding Approval of Plan Commission Meeting Minutes 2.1 October 16, 2025 2.2 November 20, 2025 3. New Business 3.1 Discussion and Possible Action Regarding an Offer to Donate Approximately 4.39 Acres of Land Located Along the East Side of Redford Boulevard/CTH F Approximately 625 Feet South of Beaver Court (PWC 0872997) 3.2 Discussion and Action Regarding the Site and Building Plans for Spring Creek Church Located at N35 W22000 Capitol Drive for the Purpose of a Proposed Parking Lot Expansion and Relocating the Existing Athletic Field (PWC 0909999005) 3.3 Discussion and Action Regarding the Site and Building Plans for Lake Pewaukee Sanitary District Located at N25 W27534 Oak Street for the Purpose of a Building Addition to the Existing Facility (PWC 0935979001) 3.4 Discussion Regarding Updating the City Zoning Code as Presented by Foth Infrastructure & Environment LLC 4. Adjournment Ami Hurd Deputy Clerk Community Development Coordinator 3/12/2026 NOTICE It is possible that members of other governmental bodies of the municipality may be in attendance to gather information that may form a quorum at the above stated meeting. No action will be taken by any governmental body other than the governmental body specifically referred to above in this notice. Any person who has a qualifying disability under the Americans with Disabilities Act that requires the meeting or materials at the meeting to be in an accessible format must contact the City Planner/Community Development Director Nick Fuchs, at (262) 691-6007 three business days prior to the meeting so that arrangements may be made to accommodate your request. Page 1 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 1 City of Pewaukee W240 N3065 Pewaukee Road Plan Commission Meeting Minutes Thursday, October 16, 2025 In attendance: Mayor S. Bierce, Alderwoman C. Brown, J. Endl, D. Kiser, D. Linsmeier, and A. Schoenemann. Also in attendance: City Planner & Community Development Director N. Fuchs, Administrator S. Klein, Department of Public Works Director M. Wagner, and Deputy Clerk/Community Development Coordinator A. Hurd. 1. Call to Order and Pledge of Allegiance Chairman Bierce called the meeting to order at 6:00pm and requested everyone stand for the Pledge of Allegiance. 2. Preliminary Plats 2.1 Discussion and Action Regarding a Preliminary Plat for the Single-Family Rental Portion of the Willow Run Subdivision Development, as Submitted by Land by Label (PWC 0941988104 & PWC 0944994) Mr. Fuchs stated the Preliminary Plat included 25 lots with an average lot size of 11,236 square feet. He recommended approval with the conditions that they must obtain DNR approval of the wetland impacts and exemptions, SEWRPC concurrence of the delineation, any remaining wetlands and setback be placed within outlots, signs are to be staff reviewed, Engineering approval of grading, erosion control, utilities, and stormwater, and a sump pump condition that they are not discharging onto neighboring properties or into the streets. Mr. Fuchs added that they also mimicked a few conditions from Waukesha County’s comment letter, and he noted condition 4 could be deleted, as it referenced lots in the other subdivision. Ms. Wagner requested adding a condition that the drainage easements be located in outlots. Commissioner Brown referred to the wetlands on Lot 6 and questioned if there were any concerns from Engineering regarding fencing off the wetland so that it could not be built on and she questioned if the lot would have a water easement. Ms. Wagner pointed out that there was a condition that all wetlands be encompassed in outlots, so it would change Lot 6 to carve that piece out. Mr. Fuchs stated the preference was to have both the wetlands and setbacks in outlots, as it makes them more noticeable. The City also has the option to require cedar posts to note the wetland areas at a specified distance. Additional discussion took place regarding the wetlands as relates to the outlots and easements. Mr. Fuchs noted that the City’s ordinance requires natural resources to be in an outlot. Chairman Bierce stated he viewed this portion as a giant multi-family area and felt the architecture of the homes should go before the Plan Commission. He felt these rental homes Page 2 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 2 would be owned by people who are transitory and do not have a vested interest in keeping them, and he felt they would deteriorate quickly. Ms. Cialdini reviewed the plans and noted that landscape was added along the northern and southern property boundaries and to screen the stormwater facilities. The goal was to be consistent with the garden-style development, but not mimic or copy the architecture. Ms. Cialdini mentioned that the siding would be cement board siding, but there would be no masonry. She noted there would be four floor plans, with two ranch-style floor plans and two two-story floor plans, both with three-bedroom and two-bedroom options and all with a two- car attached garage. Commissioner Brown questioned the walkways, and Ms. Cialdini noted that no sidewalk was planned around the looped road surrounding these homes. A sidewalk was added to the west side of the spine road in order to create some connectivity to the Veridian development to the south and to the park. Ms. Wagner suggested a sidewalk on at least one side of the main road, especially if a connection to Fieldhack Drive would be made in the future if the gate was removed. Discussion took place regarding the possibility of a sidewalk and the maintenance requirements related to it. Ms. Wagner noted the City has not adopted a sidewalk policy, but it would be brought forward to the Public Works Commission and Council to create the policy. Commissioner Schoenemann felt it did not have to be a City responsibility and suggested it be a part of the HOA for the homeowners to clear their area. She suggested adding a sidewalk on the south curve of Road B. Ms. Cialdini noted that they added sidewalks because they were asked to add sidewalks, and prior to the sidewalks there was a trail connection with asphalt pavement and crushed stone. She noted they were open to the trail again if there was no longer a desire to have sidewalks because of the potential maintenance issues. Ms. Wagner noted that the sidewalk was currently proposed to be located in the City right-of-way. Chairman Bierce questioned if there would be a way for people to walk around the gate and he suggested a there be a clear and safely marked path along the gate for people to walk. Commissioner Kiser suggested having walking paths instead of sidewalks, and requiring the developer to design and maintain it, so that the City does not have to have a policy. Further discussion took place regarding the maintenance and location of the sidewalks. A motion was made and seconded (D. Kiser, A. Schoenemann) to concur with staff recommendations as discussed, as well as adding a walking path managed by the developer, to get from Fieldhack Drive to Road C, located out of the right-of-way, using any hardscape that the developer chooses to construct it with, according to City standards. Page 3 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 3 After a brief discussion, the motion was modified (D. Kiser, A. Schoenemann) to concur with staff recommendations as discussed, directing staff to work with the developer for a connector path or road from Fieldhack Drive past the gate to Road A, preferably out of the right-of-way. Motion Passed: 6-For, 0-Against. 2.2 Discussion and Action Regarding a Preliminary Plat for the Single-Family For-Sale Portion of the Willow Run Subdivision Development, Located at N12 W26506 Golf Road, as Submitted by Veridian Homes (PWC 0944994) Mr. Fuchs stated the Preliminary Plat included 147 lots, with a mean lot size of 14,376 square feet. Many of the same conditions are included that were included in the previous plat. He suggested discussing condition 4 regarding whether the setbacks for wetlands needed to be in an outlot or easement. Mr. Fuchs stated the staff report also included Waukesha County’s comments, and staff recommended approval. Ms. Wagner pointed out that drainage easements were to be located in outlots. Commissioner Schoenemann liked the narrowing of the road as a calming feature and felt three of them were needed on the road, not just one. She suggested one at the four-way stop and one at the base entrance at a minimum. Commissioner Schoenemann also suggested enhancing the landscaping by the entrance, and she felt the sign further up was disconnected. She also referred to the location of the CBU mailbox clusters and felt it was a dangerous location for it. She suggested pulling it back so that it was not in such a busy area. Commissioner Endl noted that they were on the left side of the road, so for people coming home from work it would be on the opposite side of the road that people would be driving on. Ben Lang with Veridian Homes noted that the USPS is now requiring more parcel boxes at each CBU. He confirmed that all other deliveries would be done directly to the front door. The location of the CBU’s is only conceptual in nature at this time, and they will work directly with the Postmaster to determine where they want it to be. Ms. Wagner noted that there would be issues with snowplowing if the CBU’s are too close to the road. She stated other subdivisions with CBU’s have pull-offs to accommodate the cars, or a few parking stalls. Chairman Bierce assumed there would be backups onto the road if over 70 homes per mailbox cluster were picking their mail up after work. Mr. Lang noted that they would try to break them up in the final design so that every 30 to 40 homes would have a cluster of boxes. Commissioner Brown questioned the number of monument signs. Ms. Cialdini stated there was one overarching brand for the development, but she did believe there needed to be a distinguishing identity for each community. A monument sign was planned for the entry at Golf Road and the spine road, and Veridian has a second monument sign entering the single- family area. Another monument sign was planned for the entrance of the garden-style apartments so there were different signs to understand the different locations within the development. Chairman Bierce did not believe the traffic calming features would work and felt they would Page 4 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 4 only make things worse by narrowing the road and causing cars to drive closer to each other while still going faster. He felt the young people would be living in the apartments and they would drive faster than anyone else, causing massive accidents. Commissioner Linsmeier felt traffic calming measures like bump outs really did slow people down because it makes the road so narrow. Commissioner Brown referred to the sidewalks and felt they were necessary, as the main road would be a major thoroughfare and there would be a significant amount of traffic. She did not believe the City should maintain the sidewalks. Ms. Wagner recommended sidewalks be in place so that we do not continue to have the same issues that we have in existing subdivisions with a similar layout to this. She mentioned the biggest complaint she receives is on major thoroughfares such as this. There is a demand for pedestrians to be out walking and the safest place for them is not in the road. Chairman Bierce questioned who would be responsible if the sidewalk cracked and questioned if that burden would be put on the homeowner. Mr. Lang noted they would create a maintenance agreement between the HOA, the single family, and the management company for the single-family for rent and multi-family and they would all be responsible for the open space sidewalk. Commissioner Kiser felt the sidewalks needed to be exclusively within the development and out of the right-of-way so that pedestrians could get from Road B all the way to Golf Road. Ms. Cialdini stated they would agree to the maintenance obligation of snow removal from the sidewalk if it was in the right-of-way. She also noted there were street trees so that every yard would have a tree in the single-family rentals. If the sidewalks are left in the right-of-way, they would agree to maintain them and do snow removal, and it would allow them to maintain the street trees adjacent to the right-of-way. If the sidewalks are moved out of the right-of- way and into the lots, that would shrink yard space, and there would be no room left for landscaping. Mr. Lang highly recommended putting the sidewalks in the right-of-way and they would work with Maggie and Nick to come up with a policy for snow removal and long- term maintenance. Ms. Wagner mentioned that she would add discussion to the Public Works Committee meeting agenda to format a sidewalk policy. Mr. Lang then referred to the wetland setbacks and stated if they put all of the wetlands that they are not to planning to fill into outlots, that would work on every single lot. If the 75 foot setback for the navigable stream is required to be in an outlet, it would impact a handful of homes in the southwest corner of the western loop. Mr. Lang noted that they would be open to doing an easement and noting it on the plat, so the homeowners were aware of the setbacks. Mr. Fuchs stated the City prefers to have everything in the outlots. Discussion took place regarding the quality of the exterior materials. Chairman Bierce felt the City needed to be very careful with this development, and strict about the material being used, Page 5 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 5 so that it does not end up in disrepair. He suggested including a condition in the covenants for no vinyl on the houses. Commissioner Kiser was concerned about the narrowing of the roadways and was concerned about plow maintenance. The roads would narrow to 20 feet wide, and a plow blade is 10 to 11 feet. Ms. Wagner noted that it would not be an issue, and she felt that out of all of the traffic calming options, this would have the least impact to operations. Commissioner Brown stated she was concerned about a number of lots that were encroaching the wetlands. Mr. Lang discussed the individual lots and noted the various setbacks. Discussion took place regarding the location of the wetlands and setbacks as it relates to outlots and easements. A motion was made and seconded (S. Bierce, D. Kiser) to approve the Preliminary Plat contingent on the staff conditions in the staff report, the sidewalks being out of the right- of-way, and the drainage easements being placed within outlots. Motion failed: 2-For, 4- Against (C. Brown, J. Endl, D. Linsmeier, A. Schoenemann). A motion was made and seconded (C. Brown, D. Linsmeier) to approve the Preliminary Plat contingent on the conditions in the staff report, the sidewalks being in the right-of- way, and the drainage easements being placed within outlots. Motion passed: 4-For, 2- Against (S. Bierce, D. Kiser). 3. The Glen at Springdale Mixed-Use Residential Development Located at W220 N2475 Springdale Road, as Requested by Cornerstone Development/Esser Farm (PWC 0916997) 3.1 Discussion and Action and Public Hearing to Rezone the Subject Property from Rs-6 Single- Family Residential, A-2 Agricultural, and LC Lowland Conservancy to Rs-6 Single-Family Residential, Rm-1 Multi-Family Planned Unit Development, and LC Lowland Conservancy Mr. Fuchs stated this was a single- and multi-family development with 48 single-family lots and an average lot size of 16,226 square feet. The applicant is also proposing 84 condominiums within 15 four-family and 12 two-family buildings. The condominium portion of the development includes a clubhouse, swimming pool, and sport courts. Mr. Fuchs noted there was a recommendation to extend the path in the development further to have more access for the condominium buildings to access the amenities, as well as extending to lots 34 through 36. There were also conditions for lighting and landscaping details to be submitted for staff approval, engineering conditions, and utility approval. There was a sump pump condition as well, and signage would have to be reviewed by staff. Mr. Fuchs recommended approval and noted that they would have to address Waukesha County’s comments as well. Chairman Bierce opened the public hearing at 8:35pm. Andrew Kanehl (W221 N2670 Lindenwood Court) questioned what point the project was at with planning. He was concerned about the high density of the condos and did not believe this went along with the rest of the area. Mr. Kanehl made various suggestions as to how the roads and neighborhood could be designed. Page 6 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 6 Joe Orendorf with Cornerstone Development referred to the entrances and noted that the entrance could not line up with the boulevard. Ms. Wagner added that Waukesha County was only allowing one entrance. Leslie Gesme (W220 N2624 Maplewood Lane) stated she did not like the idea of condos, especially coming into Maplewood Lane where children are playing in the road. She questioned if there would be a housing study, traffic study, wildlife study, or sewer study. Ms. Gesme did not believe condos would jive with the community makeup and she was worried about the transient people in and out of the rentals. Dan McLaughlin (N23 W22273 Briarwood Lane) stated he was worried about the water and drainage, as the field holds a lot of water when it rains. He questioned where the water would go if this gets developed. Mr. McLaughlin questioned where the construction traffic would go and did not want to see the trucks in the neighborhood. Baron Brunke (N27 W22633 Burningwood Lane) stated he was looking forward to this development. He stated he was thoroughly searching the market to downsize and live in a condo. He felt that architecturally, Cornerstone had very nice buildings and would fit well into any single-family development. Mr. Brunke did not believe density would be an issue with a four-unit condo and he felt it would be older people owning them. Jeff Esser (W220 N2475 Springdale Road) stated his family has owned the property since 1947. He pointed out that the southeast corner of property used to be plowed and was dry most of the time. He stated the area is now wetlands but was not wetlands when it was a farm. Janet Binder (W223 N2559 Glenwood Lane) was concerned that people driving on Willowood Lane would drive up her driveway because people frequently mistake her driveway for a road. She was also concerned about the water at the end of the farm field and questioned what the future would bring. Ms. Binder was also concerned about the traffic and speeding cars. She requested a separation between her side and the new development. Chairman Bierce closed the public hearing at 9:00pm. Ms. Wagner referred to the stormwater and noted they had not yet received a plan, but it would be required. She also mentioned that Waukesha County required a traffic study on Springdale Road, but not on the local roadways in Springdale Estates. She discussed the wetlands on the property and the culverts in the area as relates to water backing up. Commissioner Brown referred to lots 37 through 39 on the northwest end and felt the residents in that area would appreciate buffer, so she felt the current vegetation should stay. She stated she was not opposed to the development and felt it was a great layout, but she did agree with the water issues. Commissioner Linsmeier mentioned that construction traffic should come off Springdale Road. Ms. Wagner stated they would post “no construction traffic” signs on Glenwood Lane and temporary weight restrict them. She noted that in the past they have done temporary barricades across roadways so there was no access into the existing subdivision. Page 7 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 7 Commissioner Endl mentioned that she lives in Five Fields and there are multiple condos and apartment complexes in the subdivision and they are not an issue. She stated there is an 87 unit complex on one side of the road and a 60 to 70 unit apartment complex on the other side and there are zero traffic issues. Commissioner Schoenemann felt that because Springdale was already so dense with single- family, a condo solution was far better in the area than single-family. She stated she was fond of Cornerstone Development subdivisions, as they were tastefully laid out with the landscaping and positioning of the homes. Maria Zampola-Stafford (N22 W22251 Meadowood Court) stated she was concerned about the cornfield holding water. She felt the mature trees would help with the flooding and wanted to keep them on the tree line. Commissioner Schoenemann felt the clubhouse had one characteristic style, but the condos looked different as far as shake siding, vertical slat siding, and gables. Mr. Orendorf confirmed that they would tie the buildings together. Ms. Wagner referred to the sidewalk and requested some clarification. Mr. Orendorf noted that they did not add the sidewalk to the six lots near the existing subdivision because there were no paved sidewalks in Springdale Estates, and instead it would start after that in the condo area. He stated they were not opposed to putting it in other areas. Commissioner Brown felt it was a good separation between the single-family homes and the condos. Ms. Wagner recommended adding the sidewalks. A motion was made and seconded (A. Schoenemann, J. Endl) to recommend approval of the Rezoning, Conditional Use, and Preliminary Plat for The Glen at Springdale with the staff recommendations, excluding the trail extension. Motion Passed: 6-For, 0-Against. 3.2 Discussion and Action Regarding a Recommendation to the Common Council for a Conditional Use Residential Planned Unit Development to Allow for a Multi-Family Residential Development Upon the Subject Property Action taken in item 3.1. 3.3 Discussion and Action Regarding a Preliminary Plat for the Purpose of Developing a Single- Family Residential Subdivision Upon the Subject Property Action taken in item 3.1 3.4 Discussion and Action Regarding the Site and Building Plans for a Multi-Family Residential Development Upon the Subject Property A motion was made and seconded (C. Brown, D. Linsmeier) to table the Site and Building Plans for The Glen at Springdale. Motion Passed: 6-For, 0-Against. 4. Adjournment Page 8 of 54 Plan Commission meeting minutes ~ October 16, 2025 Page 8 A motion was made and seconded (D. Kiser, C. Brown) to adjourn the meeting at 9:38pm. Motion Passed: 6-For, 0-Against. Respectfully Submitted Ami Hurd Deputy Clerk/ Community Development Coordinator Page 9 of 54 Plan Commission meeting minutes ~ November 20, 2025 Page 1 City of Pewaukee W240 N3065 Pewaukee Road Plan Commission Meeting Minutes Thursday, November 20, 2025 In attendance: Mayor S. Bierce, Alderwoman C. Brown, J. Endl, D. Linsmeier, and S. Sullivan. Also in attendance: City Planner & Community Development Director N. Fuchs, Administrator S. Klein, Department of Public Works Director M. Wagner, and Deputy Clerk/Community Development Coordinator A. Hurd. 1. Call to Order and Pledge of Allegiance Chairman Bierce called the meeting to order and requested everyone stand for the Pledge of Allegiance. 2. Discussion and Action Regarding Approval of Plan Commission Meeting Minutes 2.1 May 15, 2025 2.2 June 12, 2025 2.3 July 17, 2025 A motion was made and seconded (C. Brown, D. Linsmeier) to approve the May 15th, 2025, June 12th, 2025, and July 17th, 2025 Plan Commission meeting minutes. Motion Passed: 3-For, 0-Against, 2-Abstain (Endl, Linsmeier). 3. Items for Discussion and Possible Action 3.1 Discussion and Action Regarding the Site and Building Plans for The Glen at Springdale for a Multi-Family Residential Development Upon Property Located at W220 N2475 Springdale Road as Requested by Cornerstone Development (PWC 0916997) Mr. Fuchs stated the Plan Commission previously approved the Rezoning, Conditional Use Permit, and Preliminary Plat at their October 15th meeting. The Site and Building Plans were tabled for further review at that meeting. There have been no significant changes to the plan other than the siding on the clubhouse was changed to horizontal siding to better match the condos. Mr. Fuchs recommended approval with the conditions that it be subject to staff review of the lighting and landscaping plans, and final Engineering review and approval. Chairman Bierce referred to the sidewalks near condo buildings 6 and 7 and felt they were not matching like for like. He requested the plantings be spruced up between the two buildings. Joe Orendorf and John Whalen with Cornerstone Development noted that they chatted with the neighbors in the area and they would address the buffers. Commissioner Brown felt the entrance sign was underwhelming and she was used to a monument sign with a subdivision this nice. Mr. Whalen noted he liked the understated look because it was classic and timeless and he noted he would send pictures of their current signs on different sites. Page 10 of 54 Plan Commission meeting minutes ~ November 20, 2025 Page 2 Ms. Wagner referred to the grading plan, and it appeared that they were grading up to the property line on some of the lots, so she suggested having the Engineer pull back the contours in order to preserve the tree line. Chairman Bierce referred to the intersections and questioned if there would be streetlights. Ms. Wagner stated they do have them at other entrances, but they would have to determine if they would be paid for by the City or by the HOA. Mr. Whalen confirmed that they would submit a photometric plan to show what kind of illuminations were needed. Chairman Bierce referred to the sidewalks, and Mr. Orendorf clarified that the site as a whole was not designed with sidewalks because of the City’s previous thinking. They do have an asphalt trail that connects Briarwood Lane and winds through to the clubhouse to serve more of the condo owners that would have access to the clubhouse. He added that the single family would not have access to the clubhouse. Discussion then took place regarding the design of the sign. Chairman Bierce felt the sign would need to go back to Plan Commission. Commissioner Brown felt the current sign would not be bad as an internal sign, but she was used to a stone-type monument sign at the main entrance. After further discussion, the Plan Commission agreed that the sign could be approved at the staff level. A motion was made and seconded (D. Linsmeier, S. Sullivan) to approve the Site and Building Plans for The Glen at Springdale contingent on the lighting, landscape, and Engineering approval. Motion Passed: 5-For, 0-Against. 3.2 Discussion and Action Regarding the Site and Building Plans for Lake Country Eye Surgery Center for an Ambulatory Surgery Center Upon Property Located at W238 N1670 Busse Road (PWC 0954998013) Mr. Fuchs stated an eye surgery center would be a permitted use in the B-6 District. The proposed single-story building was approximately 10,600 square feet with 78 parking spaces. The 40 percent green space requirement was being met, as were the setbacks. Mr. Fuchs noted the conditions that an agreement was to be approved by the Engineering Department for the allowance of signage, landscaping, and parking to encroach the sanitary sewer easement, final Engineering review of grading, erosion control, and stormwater, and the sign to be reviewed by staff and subject to a sign permit. Commissioner Brown questioned the four handicapped parking spots and felt with the expected clientele that they should have more handicapped parking than that. Kerry Hardin with Collins Engineers stated the four spots were striped for van stalls. The code is more for mobility issues, but she noted they could look at additional stalls. Ms. Hardin added that they have a monument sign that will be submitted for a sign permit, but they do not currently have a rendering. A motion was made and seconded (C. Brown, S. Sullivan) to approve the Site and Building Plans for Lake Country Eye Surgery Center contingent on final Engineering approvals, the Page 11 of 54 Plan Commission meeting minutes ~ November 20, 2025 Page 3 agreement for encroachments, the sign being subject to staff review, and applying for a sign permit. Motion Passed: 5-For, 0-Against. 3.3 Discussion and Action Regarding a Mitigation Plan for the James and Susan Taylor Residence Located at N37 W26725 Kopmeier Drive (PWC 0894013) Ms. Wagner stated the property was exceeding the allowable 27.5 percent impervious area. She was recommending approval, with the final calculations and report being recorded with Waukesha County. A motion was made and seconded (D. Linsmeier, J. Endl) to approve the Mitigation Plan for the James and Susan Taylor residence. Motion Passed: 5-For, 0-Against. 3.4 Discussion Regarding a Conceptual Review Application for a Multi-Tenant Medical Service and Office Development Upon Property Located at W240 N2687 Pewaukee Road (PWC 0924995) Mr. Fuchs stated the property was zoned B-6, and the applicant was proposing a 35,000 square foot multi-tenant building with a potential future expansion area that would allow for a 20,000 square foot building. The applicant was looking at multi-service medical offices or medical type uses. Mr. Fuchs mentioned that the proposed use did meet current zoning district and future land use designations. Brian Adamson with ICAP Development stated he was open to the B-4 District. He noted that it would not be a fully speculative project, as they did have a specialty medical group looking to occupy almost half of the first building, so they would be designing this with that user, and complimentary users, in mind. Mr. Adamson added that each user would go through the Business Plan of Operation approval. They were not anticipating any conditional uses, or any ambulance use or 24 hour needs. Commissioner Brown was concerned about the B-5 District, as it would open up the potential for vape shops and tattoo parlors. She requested the property be rezoned to B-4. Commissioner Sullivan felt this was the most agreeable use for this property, but he felt it should be rezoned to address the medical use. Commissioner Linsmeier agreed and felt it would be a great use of the property. Mr. Adamson referred to the entrances and noted that they intentionally pushed them as far away from the intersections as possible. He added that there would only be a right-in right-out on Watertown Road, but there would be a full access point on STH 164. Mr. Adamson referred to the possibility of a public road going through with previous applications and he noted that was not something they were anticipating. They wanted to keep the road behind the building but understood that people would probably use it as a cut through. Ms. Wagner mentioned that they were looking to put a trail on Watertown Road along the north side of the property, so they would need to have a conversation about that if the project were to move forward. Page 12 of 54 Plan Commission meeting minutes ~ November 20, 2025 Page 4 No action was taken. 4. Adjournment A motion was made and seconded (C. Brown, J. Endl) to adjourn the meeting at 7:04pm. Motion Passed: 5-For, 0-Against. Respectfully Submitted Ami Hurd Deputy Clerk/ Community Development Coordinator Page 13 of 54 Page 14 of 54 PWC 0867103 PWC 0867024 PWC 0867105 PWC 0905116 PWC 0872003 PWC 0867108 PWC 0867033 PWC 0872998 PWC 0872014 PWC 0869997 PWC 0866035 PWC 0872001 PWC 0867031 PWC 0867125 PWC 0872018 PWC 0867032 PWC 0866036 PWC 0866032 PWC 0905111 PWC 0867023 PWC 0867104 PWC 0866117 PWC 0867040 PWC 0872997 PWC 0867036 PWC 0867035 PWC 0866039 PWC 0867099 PWC 0872996 PWC 0866034 PWC 0867098 N41W22834 N41W22829 N40W22870 N41W22839 W228N4063 N41W22831 W229N4032 N43W23243 N40W22869 N40W22917 N43W23195 N42W22855 N41W22841 N42W22876 N40W22890 N43W23219 W234N4580 N42W22889 N43W23207 W229N4015 N40W22930 W229N4011 N42W22777 N42W22888 N42W22891 N41W22798 N42W22833 N41W22817 W228N4009 W233N4050 W228N4043 N41W22835 N40W22957 N40W22850N40W22950 N41W22822 N42W22854 N41W22816 N42W22832 N41W22812 HATTIE CT SUNSET DR COUNTY ROAD F COUNTY ROAD F COUNTY ROAD F COUNTY ROAD F PWC 0872997 SE Wisc Reg Planning Comm, SEWRPC, Vantor, LIS, FEMA, SEWRPC 1/29/2026, 3:49:13 PM 0 0.06 0.110.03 mi 0 0.09 0.180.04 km 1:4,590 Page 15 of 54 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action Regarding an Offer to Donate Approximately 4.39 Acres of Land Located along the East Side of Redford Boulevard (County Road F) and Approximately 625 Feet South of Beaver Court (PWC 0872997) Sub Item Agenda Language: Background Provided By: Nick Fuchs Background: Robert and Lois Severson, representing the Robert and Lois I Severson Revocable Trust, contacted the City of Pewaukee regarding the possible donation of their land located along Redford Boulevard, approximately 625 feet south of Beaver Court. The subject property is approximately 4.39 acres. According to FEMA mapping, it is designated as Zone AE 100-year floodplain and a high-risk Special Flood Hazard Area (SFHA). Accordingly, the property is zoned F-1 Floodplain District and designated as Floodplains, Lowland, & Upland Conservancy and Other Natural Areas on the City's Year 2050 Land Use / Transportation Plan. The Wisconsin Department of Natural Resources Surface Water Data Viewer mapping shows the property as entirely wetland. As such, no development of the property is anticipated. It is anticipated the City would be responsible for transfer and recording fees. The transfer may be accomplished via Quit Claim Deed. Fiscal Impact: The Waukesha County Register of Deeds charges a recording fee of $30 for Deeds. The property is assessed at $11,000 and the 2025 property tax bill was in the amount of $103.02. Additional costs are not anticipated. Recommended Motion: A motion to accept the offer to acquire the subject property with transfer and recording fees to be paid by the City. Page 16 of 54 State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Document Number Document Name ("Grantor," whether one or more), Recording Area Name and Return Address Parcel Identification Number (PIN) This homestead property. (is) (is not) Dated . (SEAL) (SEAL) * * (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. FORM NO. 3-2003QUIT CLAIM DEED * Type name below signatures. © 2003 STATE BAR OF WISCONSIN THIS DEED, made between Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in ("Grantee," whether one or more). and County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): (SEAL) (SEAL) * * AUTHENTICATION STATE OF WISCONSIN ) ss. COUNTY ) ). TITLE: MEMBER STATE BAR OF WISCONSIN authorized by Wis. Stat. § 706.06) to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: Notary Public, State of Wisconsin My Commission (is permanent) (expires: ) , * * Signature(s) authenticated on Personally came before me on (If not, the above-named ACKNOWLEDGMENT Page 17 of 54 WY: Surface Water Data Viewer (SWDV_VS_App) Service Layer Credits: DNR Basic Feature VTL (WTM): Wisconsin Department of Natural Resources, GIS Section, Latest Leaf Off: , Surface Water (Cached): WiDNR, USGS, and other data, Wetland Inventory NWI (Dynamic): Calvin Lawrence, Dennis Weise, Nina Rihn´ Date Printed: 1/29/2026 3:47 PM Map Location Notes: Map projection: NAD 1983 HARN Wisconsin TM Legend: (some map layers may not be displayed) This map is a product generated by a DNR web mapping application. This map is for informational purposes only and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. The user is solely responsible for verifying the accuracy of information before using for any purpose. By using this product for any purpose user agrees to be bound by all disclaimers found here: https:/ /dnr.wisconsin.gov/legal. Wetland Class Areas Rivers and Streams Intermittent Streams Rivers and Streams Intermittent Streams 24K Streams and Rivers Latest Leaf Off Index Latest Leaf Off Imagery Map: 0 140 280 Feet 0 40 80 Meters Page 18 of 54 PWC 0872998 PWC 0872014 PWC 0869997 PWC 0867037 PWC 0867125 PWC 0872018 PWC 0866117 PWC 0872997 PWC 0867036 PWC 0867035 PWC 0872996 N43W23195 W234N4580 N40W22930N40W22950 Rs-2 LC UC F-1 Rs-5 COUNTY ROAD F COUNTY ROAD F COUNTY ROAD F COUNTY ROAD F PWC 0872997 SE Wisc Reg Planning Comm, SEWRPC, Microsoft, Vantor 1/29/2026, 3:50:17 PM 0 0.03 0.060.01 mi 0 0.06 0.110.03 km 1:2,754 Page 19 of 54 Office of the Planner & Community Development Director W240 N3065 Pewaukee Road Pewaukee, Wisconsin 53072 Phone (262) 691-0770, Fax (262) 691-1798 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of March 19, 2026 Date: March 11, 2026 Project Name: Spring Creek Church Site & Building Plan Review Project Address/Tax Key No.: N35W22000 / PWC 0909999005 Applicant: Spring Creek Church Property Owner: GARFIELD BAPTIST CHURCH Current Zoning: I-1 Urban Institutional, A-1 Agricultural District and LC Lowland Conservancy District 2050 Land Use Map Designation: Governmental / Institutional, Medium Density Residential, and Flood Plains, Lowland & Upland Conservancy and Other Natural Resource Areas Use of Surrounding Properties: Agriculture to the north, office and residential to the south across from Capitol Dr, and railroad tracks and storage facility to the west a Project Description The applicant filed a Site & Building Plan Review Application requesting approval of a parking lot expansion and relocation of existing athletic fields for the property located at N35W22000 Capitol Drive. This new parking lot is located within the existing athletic fields. The applicant is proposing to relocate the field area to the northwest corner of the property. The church property currently has 1,067 parking spaces, including 58 ADA accessible spaces. The proposed expansion adds 174 parking spaces. As such, the project will result in a total of 1,241 parking spaces including the 58 ADA accessible spaces. The project will add 1.48 acres of impervious surface. The site is approximately 53.9 acres. The total impervious area onsite is 17.66 acres or 33%. The site calculations provided do not account for the requirement that floodplain and wetland areas do not comprise of more than 20% of the total green space requirement. As such, staff is recommending that the greenspace and impervious surface calculation on the site plan be revised as required by Section 340-2.10D(4). It appears that the minimum greenspace requirement of 40% is met. The Zoning Ordinance suggests that churches provide a minimum of one parking space for each two seats. According to the applicant. Spring Creek Church has a maximum capacity of 1,650 occupants, which equates to 825 parking spaces. As such, the church is providing substantially more parking than suggested. The I-1 District requires that parking and loading areas be adequately screened as determined by the Plan Commission. Furthermore, Section 340-8.1C.(3) states that all off-street parking, “…shall be provided with accessory landscape or decorative fence screening that will block from the view of Page 20 of 54 Planner & Community Development Director Nick Fuchs motorists or pedestrians on adjacent streets at least the lower ½ of vehicles parked within the off-street parking area.” The applicant is proposing to plant eleven deciduous trees and two ornamental trees around the perimeter of the parking lot. The parking lot does not contain any interior plantings or landscape islands; however, that is consistent with the existing parking lot. The primary screening of the parking lot already exists with a staggering row of evergreens located to the south of the parking area along the south property line. With that said, Capitol Drive is significantly higher than the site and it’s not feasible to fully screen the parking lot. The I-1 District also requires that parking areas be a minimum of 30-feet from a street right-of-way. The drive extending from the existing parking lot drive is closer than 30-feet; however, the nearest portion of the parking lot is about 45-feet. This is consistent with previous approvals. Moreover, the drive is in compliance with the required minimum 10-foot paving setback of Section 340-8.1C.(3). Parking spaces are a minimum of 10’ x 18’ (180 square feet) in conformance with Section 340-8.1A. of the Zoning Code. The applicant has indicated that paving will meet or exceed the minimums set forth in Section 340-8.1C.(1) of the Zoning Code. The light poles are seventeen feet high from grade to the top of poles. The applicant is aware that the peak height, including the fixture, may not exceed 20 feet. Staff recommends that the applicant provide lighting with options for motions sensors and dimming as indicated in their responses to staff comments. The applicant is also proposing to expand the existing storm water management pond to accommodate the new parking lot. Final Engineering Department approval of grading, erosion control, utilities, and storm water management plans shall be obtained prior to any land disturbance. Recommendation Staff recommends a motion to approve the Site & Building Plan Review Application for Spring Creek Church, subject to the conditions in this report. Page 21 of 54 ARCHITECTURE | ENGINEERING | INTERIORS | PLANNING | LANDSCAPE ARCHITECTURE Nick Fuchs, Director City of Pewaukee Planning & Community Development W240 N3065 Pewaukee Road Pewaukee, WI 53072 Project Narrative January 5, 2026 To meet the needs of the growing congregation at Spring Creek Church, an expansion to the west parking lot is proposed to accommodate the increasing parish member numbers. This parking expansion project will also include a relocation of the existing athletic field currently to the northwest corner of the property currently located within the proposed west parking lot expansion extents. A storm water management plan will also be developed and submitted as required for planning commission approval. The existing number of parking spaces is 1,067 which includes 58 ADA parking spaces. The number of parking spaces after proposed improvements is 1,241 spaces. The West Parking Lot Expansion work is anticipated to begin in April 2026 and be completed by June 2026. Along with the parking expansion, the existing stormwater wet pond will be expanded to provide the necessary stormwater quantity and quality requirements. Sincerely, Zimmerman Architectural Studios Page 22 of 54 PROJECTLOCATION &GENERAL NOTES LEGEND: WWEE OHWOHWGASGASSANSANSANSTSTST WATERMAINUTILITYEXISTING:BURIED ELECTRICGAS LINESANITARY SEWEROVERHEAD WIRESTORM SEWERUTILITY POLELIGHT POLESANITARY MANHOLEFIRE HYDRANTWATER VALVESTORM SEWER STRUCTUREPROPOSED:WWEE GASGASSANSANSANSTSTST WATERMAINELECTRICAL LINEGAS LINESANITARY SEWERSTORM SEWERWATER VALVESTORM SEWER STRUCTUREFLARED END SECTION GRADINGEXISTING: PROPOSED: MAJOR CONTOURMINOR CONTOUR100.00EXISTEXISTING SPOT ELEVATION 160160MAJOR CONTOURMINOR CONTOUR100.00SPOT ELEVATION(FINISHED GRADE, TOP OF PAVEMENT, FLANGE OF CURB)100.00DOOR ELEVATIONDOOR100.00GROUND GRADE AT BUILDINGGR100.00E/P100.50T/CSPOT ELEVATION(T/C - TOP OF CURB, E/P - EDGE OF PAVEMENT)100.00B/W100.50T/WRETAINING WALL SPOT ELEVATION(T/W - GROUND GRADE AT TOP OF WALL, B/W - GROUNDGRADE AT BOTTOM) DRAINAGE FLOW DIRECTIONEMERGENCY OVERFLOW ROUTE100.00B/W12" FESFLARED END SECTION(PIPE SIZE, INVERT ELEVATION) SITEEXISTING:XEXISTING PARKING COUNTEXISTING SIGNEXISTING ADA PARKING SPACEPROPOSED:XPARKING COUNTADA PARKING SPACESIGNTRUNCATED DOMESPAVEMENT MARKING DIRECTIONAL ARROWS 1.THE EXISTING SITE INFORMATION ON THIS PLAN WAS TAKEN FROM A SITE SURVEY PROVIDED BYCAPITOL SURVEY ENTERPRISES. THE ENGINEER MAKES NO WARRANTY OR REPRESENTATIONWITH REFERENCE TO THE ACCURACY AND COMPLETENESS OF THE EXISTING CONDITIONSINDICATED OR NOT INDICATED ON THE ENGINEERING PLANS PROVIDED. VERIFY THE LOCATION OFALL EXISTING SITE CONDITIONS INCLUDING UNDERGROUND UTILITIES, UNDERGROUND UTILITYELEVATIONS, BUILDING SETBACKS AND EXISTING BUILDING LOCATIONS. THE CONTRACTOR SHALLINFORM THE OWNER AND ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WITHWORK. QUESTIONS REGARDING THE EXISTING SURVEY SHALL BE DIRECTED TO THE PARTIESLISTED ABOVE.2.BEFORE PROCEEDING WITH ANY UTILITY CONSTRUCTION, EXCAVATE EACH EXISTING LATERAL TOBE CONNECTED TO (VERIFYING ELEVATION, LOCATION AND SIZE). SHOULD THE EXISTING UTILITYNOT BE AS INDICATED ON THE PLAN, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOREVALUATION.3.ALL UTILITY CONSTRUCTION SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR SEWER ANDWATER CONSTRUCTION IN WISCONSIN (2003), AS WELL AS, THE MUNICIPAL CONSTRUCTIONSTANDARDS AND THE DEPT. OF SAFETY AND PROFESSIONAL SERVICES SEC. 382-387.4.ALL PERMITS MUST BE RECEIVED FROM THE MUNICIPALITY AND WDNR (IF REQUIRED) PRIOR TOTHE START OF CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALLAPPLICABLE PERMITS ARE RECEIVED PRIOR TO STARTING CONSTRUCTION.5.NOTIFY THE PUBLIC WORKS INSPECTION DEPT. AT LEAST 48 HOURS BEFORE STARTINGCONSTRUCTION.6.BACKFILL REQUIREMENTS AND ROADWAY/SIDEWALK RESTORATION SHALL ADHERE TO LOCALSTANDARDS (GRANULAR BACKFILL UNDER OR WITHIN 5' OF CURBS, SIDEWALK, OR PAVEMENT.SPOIL MAY BE USED ELSEWHERE. SLURRY BACKFILL WILL BE REQUIRED IN PUBLIC ROADWAYS.)7.PROPOSED STORM SEWER SHALL BE PVC, ASTM D-3034, SDR 35 WITH RUBBER ELASTOMERICJOINTS CONFORMING TO ASTM D-3212 (UNLESS OTHERWISE NOTED).8.A MEANS TO LOCATE BURIED UNDERGROUND EXTERIOR NONMETALLIC UTILITIES MUST BEPROVIDED. PROVIDE TRACER WIRE OR OTHER METHODS IN ORDER TO BE LOCATED IN ACCORDWITH THE PROVISIONS SECTIONS 182.0715(2R) OF THE STATE STATUTES.9.UTILITY TRENCHES SHALL BE MECHANICALLY COMPACTED IN ACCORDANCE WITH THE STANDARDSPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN.10.ALL MANHOLES, CATCH BASINS, INLETS, VALVES BOXES, ETC WITHIN THE PROJECT AREA SHALLBE RESET AND ADJUSTED TO MATCH FINISH GRADE.11.ALL EXCAVATED OR STRIPPED MATERIALS NOT BEING REPLACED IN UTILITY TRENCHES OR BEINGUSED FOR FILL SHALL BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER.12.MATCH PROPOSED CONCRETE CURB AND GUTTER, SIDEWALK AND PAVEMENT TO EXISTING INELEVATION AND ALIGNMENT.13.REMOVAL OF CURB AND GUTTER, SIDEWALK AND PAVEMENT SHALL BE IN ACCORDANCE WITH THESTANDARD SPECIFICATIONS OF THE WISCONSIN D.O.T.14.ALL CONCRETE FOR CURB AND GUTTER, ROADWAY AND SIDEWALKS MUST CONFORM TO THESTANDARD SPECIFICATIONS FOR READY MIXED CONCRETE. MINIMUM 28 DAY COMPRESSIVESTRENGTH TEST MUST EQUAL 4000 PSI.15.PROTECT ALL PROPERTY CORNERS.16.REPAIR ANY DAMAGE TO EXISTING UTILITIES OR SITE IMPROVEMENTS. DOCUMENT ALL EXISTINGDAMAGE PRIOR TO START OF CONSTRUCTION AND NOTIFY CONSTRUCTION MANAGER OF ANYFINDINGS.17.AS-BUILTS ARE TO BE PROVIDED TO THE CLIENT TRACKING ANY CHANGES THAT OCCURREDDURING CONSTRUCTION. GENERAL NOTES AND SPECIFICATIONS:CIVIL SHEET INDEX:C1.10PROJECT LOCATION AND GENERAL NOTESC1.11SITE PLAN OVERALLC1.12SITE PLAN NORTHC1.13SITE PLAN SOUTHC1.20GRADING PLAN NORTHC1.21GRADING PLAN SOUTHC1.30EROSION CONTROL PLAN NORTHC1.31EROSION CONTROL PLAN SOUTHC5.00CONSTRUCTION DETAILS PROJECT LOCATION Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments C1.10 1" = 150' Page 23 of 54 SANSANSANSANSANSANSANSAN W ST STSTSTST ST ST ST ST ST ST STST STST STST STSTST STST STSTSTSTSTSTST ST ST STSTST ST ST ST ST ST ST ST STST ST ST ST ST ST ST E E E E E E E E E E EE E E EEEEEEE E EE EE E E E E EEEEE W WWWW STST EFOEFO FOE E E E E E E E E E FOFOFOFOFOFOFO FOFOFO FOGASGASGASGASGASGASGASGAS GAS GAS GASGAS GAS FOFOFOFOFOFOFOFOFO FO FOFOFO EEEE E E E E E STSTSTSTSTSTSTSTST STST STSTSTSTSTST EE EE EEEEEE E E E E E E E E E E EE E E EEE EEEE E EE EE STST STSTSTSTST STSTST ST WWWWWW W WW W WWWWWWWWWWWWWWWWWW W W W W W W WWW WWW W W W WW GAS GAS GAS STSTSTSTSTSTSTSTSTST STSTSTST ST ST SANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN FO FO W WWWW WWWW WW WWW WWW STSTSTSTSTST ST STST ST ST ST ST ST ST ST ST 832STSTSTSTSTSTSTSTSTSTSTSTSTST STSTST Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments CAPITOL DR EXISTINGBUILDING GUMINA RD DENOTES EXISTINGPROPERTY BOUNDARY(TYP) DENOTES EXISTINGPROPERTY BOUNDARY(TYP) DENOTES EXISTINGPROPERTY BOUNDARY(TYP) DENOTES EXISTINGWETLAND BOUNDARY DENOTES EXISTINGWET POND SITE PLAN -OVERALL C1.11 1" = 60' DENOTES EXISTINGSTORM SEWER DENOTES EXISTINGELECTRICDENOTES PROPOSEDSTORM SEWER DENOTES PROPOSEDSTORM SEWER DENOTES EXISTINGSTORM SEWER DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS RR TRACKS - TOTAL PROJECT LIMITS AREA 8.09 AC- TOTAL DISTURBED AREA 8.09 AC- ADDITIONAL IMPERVIOUS AREA 1.48 AC DENOTES EXISTINGWETLAND BOUNDARY EXISTING BUILDINGEXISTING PLAYGROUND- TOTAL PROPERTY AREA 53.898 AC- TOTAL PROPERTY IMPERVIOUS AREA 17.66 AC (33%) DENOTES PROPOSEDWET POND EXPANSION - TOTAL PROPERTY GREENSPACE (INCLUDING WETLANDS) 36.23 AC- TOTAL PROPERTY WETLANDS 11.19 AC- TOTAL PROPERTY GREENSPACE EXCLUDING WETLANDS 25.04 AC- 40% TOTAL PROPERTY GREENSPACE REQUIREMENT (53.898 AC x 40%) = 21.56 AC- 20% TOTAL GREENSPACE FROM FLOODPLAIN AND - TOTAL PROPERTY GREENSPACE INCLUDING MAX(54%) WETLANDS FROM 40% GREENSPACE REQUIREMENTS (21.56 AC x 20%) = 4.312 AC 20% WETLANDS FROM GREENSPACE REQUIREMENTS (25.04 AC + 4.312 AC) = 29.35 AC Page 24 of 54 STSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST STSTSTSTSTSTST STSTSTSTST ST STSTSTSTSTSTSTSTSTSTST STSTSTSTST ST ST ST ST STSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST SANSAN EE E E E E E E E EE E E EEE E STSTST EE E E E E E E E E E E E EEE E ST WWWWWWWWWWW W W W W W WW W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WW WW W WW WWW WW W W WW W W W W W WWWWW STSTSTSTSTSTSTSTSTSTST STST STSTSTSTSTSTSTSTST ST ST ST ST SANSANSANSANSANSAN ST WW W WWWWW W W WWWWWWW W W WWW WWWWWWWSTSTSTST ST ST ST ST STST 832 STSTSTSTSTSTSTSTSTST STSTST ST ST Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments PROPOSED SPORTS FIELD EXISTING WET POND EXISTING PARKINGLOT (TO REMAIN) DENOTES EXISTINGWETLAND BOUNDARY (TYP) DENOTES EXISTINGWETLAND BOUNDARY (TYP) EXISTING 50' SANITARYAND WATERMAINEASEMENT DENOTES EXISTINGPROPERTY BOUNDARY (TYP) SITE PLAN - NORTH C1.12 1" = 30' MATCH LINESEE SHEET C1.13 DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS PROPOSED WETPOND EXPANSION Page 25 of 54 SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSAN WWW STSTST STSTST STSTST STSTST ST ST STSTSTSTST STST E E EE EE E E E E E EE E E E EE E E STSTSTST WWWW FOFO EEE STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTST STSTSTSTSTSTSTSTSTSTSTST E E E E E E EE EE E E E E E E E E E E EE E E STST STST STSTSTSTST STSTSTSTST STSTST SANSAN SANSAN STGAS GAS GAS GAS GAS GAS GAS STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTST Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments DENOTES PROPOSEDREGULAR DUTY ASPHALTPAVEMENT (TYP) DENOTES PROPOSEDREGULAR DUTY ASPHALTPAVEMENT (TYP) EXISTINGBUILDINGEXISTING PARKING LOT(TO REMAIN) PROPOSED REGULAR DUTY ASPHALT PAVEMENT MATCH INTO EXISTINGPAVEMENT SAWCUT EXISTING PAVEMENT(FULL DEPTH) AND CREATE BUTTJOINT WHERE PROPOSED MEETSEXISTING MATCH INTO EXISTINGPAVEMENT SITE PLAN - SOUTH C1.13 1" = 30' EXISTING BUIDLING EXISTINGPLAYGROUND DENOTES EXISTINGPROPERTY BOUNDARY (TYP) EXISTING 50' SANITARY ANDWATERMAIN EASEMENT MATCH LINESEE SHEET C1.12 CAPITOL DR DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITSDENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS DENOTES PARKING LOTAND SPORTS FIELDPROJECT LIMITS Page 26 of 54 842 840 841 841 842 843 845 844 836 836 837 837838 STSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTST STSTSTSTST STSTSTSTSTST STSTSTSTST ST STSTSTSTSTSTSTSTSTSTST STSTSTSTST ST ST ST ST STSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SANSAN E E E E E E E E EE E E E EE 839840840841842 843 844 845 845 846 846 846 847 847 848848850851852 853 853 854 854 855 855 STST E E E E E E E E EE E E E EE ST 832 832 833 833 834 834 835 835 836 836 837 837838 838 839 839 839 840 840 841 842 WWWWWWWWWWW W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WW WW W WW WW W WWWWWW WWW W W WWWWW STSTSTSTSTSTSTSTST STST STSTSTSTSTSTSTSTST ST ST ST ST SANSANSANSANSAN ST 831831 831 831 832 832832832832832 833833 833833833 833 833 833 834 834834 834 834834 835 835 835 835835 835836836836 836 837837 837 837 838 838 839 839 840 840 841 841 842 842 842 843 843843843 843 843 844 844 844844 844 844 844 844 844 845 845 845 845 845 845 846 846 846 846 846 846 846 847 847 847847 847 848 848 848 848 848848 848849 849 849 849850 850 851 851 852 852 853 853 853854 854 854 854 855 855 855855 856 856 856 857 WW W WWWWW W W WWWWWWW W W WWW WWWWWWWSTSTSTST ST ST ST ST STST 832 830826828 830828826 826828830 826830 851 847 831833835837 839 840838836834832831 851850849848850849848847846 851 849 847 846845846 844843 845 844 830826 MATCH±842.36MATCH±842.61MATCH±MATCH± STSTSTSTSTSTSTSTST STSTST RIM839.00 RIM838.75 834835835833831830826 29"x45" FES831.50 29"x45" FES830.55 835.30 835.30 835.30835.30 ST STRIM835.31834.5330" FES831.00 30" FES830.80 Pipe - 100 100Pipe - 101101 Pipe - 102 Pipe - 300Pipe - 201200Pipe - 200 Storm Structure Table#100101102 Structure DetailsCATCH BASIN W/R-1772 LIDRIM = 838.75Pipe - 101 = 833.89Pipe - 100 = 833.89CATCH BASINRIM = 839.00Pipe - 102 = 835.04Pipe - 101 = 835.04CATCH BASINRIM = 841.75Pipe - 103 = 836.82Pipe - 102A = 837.75Pipe - 102 = 836.82 102A103200 CATCH BASINRIM = 843.50Pipe - 102A = 838.99CATCH BASINRIM = 843.00Pipe - 103 = 839.75OUTLET CONTROL STRUCTURERIM = 835.31Pipe - 201 = 831.00Pipe - 200 = 831.00 Storm Pipe TablePipe NamePipe - 100Pipe - 101Pipe - 102Pipe - 102APipe - 103Pipe - 200Pipe - 201Pipe - 300 Size2424241215303036 MaterialHDPEHDPEHDPEHDPEHDPEHDPEHDPERCP Length2646178124293211730 Slope2.50%2.50%1.00%1.00%1.00%0.97%0.00%3.13% Description 29"x45" ELLIPTICAL PIPE Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments GRADING PLAN -NORTH C1.20 1" = 30' PROPOSED SPORTS FIELD EXISTING WET POND DENOTES EXISTINGWETLAND BOUNDARY (TYP) DENOTES EXISTINGWETLAND BOUNDARY (TYP) DENOTES EXISTINGPROPERTY BOUNDARY (TYP) PROPOSED WETPOND EXPANSION MATCH LINESEE SHEET C1.21 24" FESI.E.= 833.24 REMOVE AND REPLACEEXISTING PAVEMENT ASREQUIRED TO INSTALLPROPOSED UTILITIES.SLURRY BACKFILLREQUIRED WITHINROADWAY PARKING LOT CONTAINS ANUNDERDRAIN SYSTEM.CONTRACTOR TORE-ROUTE/RECONNECT ANYUNDERDRAINS THAT AREIMPACTED DURINGCONSTRUCTION Page 27 of 54 842 837836 838 838837 838 836835 839 SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSAN 837 838 838 838 SANSAN WWW 838 STSTST STST STST STST ST ST STSTSTSTST STST E E EE EE E E E E E EE E E E EE E STSTSTST 838839840 842 842 843 843 844 844 845 845 846 846846846846 847847 847 847 847 848 848 848 849 849 849 850 851852853 WWWFOFO EEE STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTST STSTSTSTSTSTSTSTSTSTSTST E E E E E E EE EE E E E E E E E E E E EE E STST STST STSTSTSTST STSTSTSTST STSTST SANSAN SANSAN 832832 833 833 834 834 835 835 835835 836 836 836 836 836 837 837 837 837 838 838 838 839 840840 841841842 STGAS GAS GAS GAS GAS GAS GAS STSTSTSTSTSTSTSTSTSTSTSTST 842843 843 844 844 845 845 845 846 846 846 846 846 846 846 846 846 847 847 847 847 847 847 847 847 848 848 848 848 848849 849 849 850 STSTSTSTSTSTSTST 846 847 845843 843844 846 847.50847.23 847.40846.76846.75845.90845.79844.90845.37845.05 845.07 845.06MATCH±843.95 MATCH±844.30845.04 843.52 842.07842.38 MATCH±842.36MATCH±842.61MATCH±843.10MATCH±843.86843.27843.75842.76842.28843.98843.51842.88 844.10 845.76 847.00 847.50 847.50 MATCH±842.91MATCH±839.80 MATCH±839.12 842.64 846845844843 845 844 847 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTST RIM843.50RIM841.75 RIM843.00844845846 Pipe - 102A102A102Pipe - 103 103 Pipe - 102 Storm Structure Table#100101102 Structure DetailsCATCH BASIN W/R-1772 LIDRIM = 838.75Pipe - 101 = 833.89Pipe - 100 = 833.89CATCH BASINRIM = 839.00Pipe - 102 = 835.04Pipe - 101 = 835.04CATCH BASINRIM = 841.75Pipe - 103 = 836.82Pipe - 102A = 837.75Pipe - 102 = 836.82 102A103200 CATCH BASINRIM = 843.50Pipe - 102A = 838.99CATCH BASINRIM = 843.00Pipe - 103 = 839.75OUTLET CONTROL STRUCTURERIM = 835.31Pipe - 201 = 831.00Pipe - 200 = 831.00 Storm Pipe TablePipe NamePipe - 100Pipe - 101Pipe - 102Pipe - 102APipe - 103Pipe - 200Pipe - 201Pipe - 300 Size2424241215303036 MaterialHDPEHDPEHDPEHDPEHDPEHDPEHDPERCP Length2646178124293211730 Slope2.50%2.50%1.00%1.00%1.00%0.97%0.00%3.13% Description 29"x45" ELLIPTICAL PIPE Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments GRADING PLAN -SOUTH C1.21 1" = 30' MATCH LINESEE SHEET C1.20REMOVE AND REPLACEEXISTING PAVEMENT ASREQUIRED TO INSTALLPROPOSED UTILITIES.SLURRY BACKFILLREQUIRED WITHINROADWAY EXISTINGBUILDING EXISTING BUIDLING EXISTINGPLAYGROUND CAPITOL DR CAUTION! UTILITIES. VERIFYEXACT LOCATION ANDELEVATION PRIOR TOSTARTING CONSTRUCTION CAUTION! UTILITIES. VERIFYEXACT LOCATION ANDELEVATION PRIOR TOSTARTING CONSTRUCTION PARKING LOT CONTAINS ANUNDERDRAIN SYSTEM.CONTRACTOR TORE-ROUTE/RECONNECT ANYUNDERDRAINS THAT AREIMPACTED DURINGCONSTRUCTION Page 28 of 54 842 840 841 841 842 843 845 844 836 836 837 837 839840840841842 843 844 845 845 846 846 846 847 847 848848850851852 853 853 854 854 855 855 832 832 833 833 834 834 835 835 836 836 837 837838 838 839 839 839 840 840 841 842 WWWWWWWWW W W W WW W W WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W WW WW W W W WWWW WW W W WWW SANSANSANSAN 831831 831 831 832 832832832832832 833833 833833833 833 833 833 834 834834 834 834834 835 835 835 835835 835836836836 836 837837 837 837838839 840 841 842 842 843843843 843 843 844844 844 844 844 844 844 845 845 845 845 845 845 846 846 846 846 846 846 846 847 847 847847 847 848 848 848 848 848848 848849 849 849 849850 850 850 851 851 852 852 852 853 853 853 853854 854 854 854 855 855 855855 856 856 856 857 W W WWWW W WWWWWW W WW WWWWW 832 830826828 830828826 826828830 826830 851 847 831833835837 839 840838836834832831 851850849848850849848847846 851 849 847 846845 844843 845 844 830826 STSTSTSTSTSTSTSTST 834835835833831830826 ST SILT FILTER FENCEEROSION MATDITCH CHECKINLET SEDIMENT GUARD ® ® NO SCALE14 CURLEX® SEDIMENT LOG® DETAIL (NO BLANKET) ® STAKE DETAIL(BARE SOIL) (WITH TRENCH)NO SCALE44 ® ® NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE,UNCONSOLIDATED SOILS ® ANCHOR DETAIL (PLAN VIEW)OPTIONAL OVERLAPPING JOINTNO SCALE74 Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments DENOTESPROPOSED TYPE AINLET PROTECTION(TYP) DENOTES EROSION MAT (TYPE 1, CLASS A) WITHACCELERATED DEGRADABLE NETTING. NORTHAMERICAN GREEN S75 (OR APPROVED EQUIV.) DENOTES PROPOSEDLIGHT RIP RAP W/GEOFABRIC LINER DENOTES EROSION MAT FORCONCENTRATED FLOWSNORTH AMERICAN GREENSC150 (OR APPROVED EQUIV.) DENOTES EROSION MAT (TYPE 1, CLASS A) WITHACCELERATED DEGRADABLE NETTING. NORTHAMERICAN GREEN S75 (OR APPROVED EQUIV.) DENOTESPROPOSED DITCHCHECK (TYP) DENOTESPROPOSED DITCHCHECK (TYP) DENOTESPROPOSED DITCHCHECK (TYP) 1.WDNR PERMIT COVERAGE IS REQUIRED. POST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTILCONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OF TERMINATION IS FILED WITHWDNR.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE ENGINEER AT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.4.CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURSAFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEM AVAILABLEUPON REQUEST.5.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HASBEEN STABILIZED.6.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZELAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVETOPSOIL.7.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AThttp://dnr.wi.gov/topic/stormwater/standards/const_standards.html.8.INSTALL PERIMETER EROSION CONTROLS, (IF REQUIRED) AND TRACKOUT CONTROL PRACTICES PRIOR TO ANYLAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD 1057 FORTRACKOUT CONTROL AT CONSTRUCTION ENTRANCE(S) (IF REQUIRED).9.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/ORIMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLET PROTECTIONFOR CONSTRUCTION SITES #1060.10.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARYGRADING FOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSIONCONTROL #1067.11.PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUNDWATERDEWATERING IS SUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR HIGH CAPACITY WELL APPROVAL IFCUMULATIVE PUMP CAPACITY IS 70 GPM OR MORE.12.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. PERFORM DEWATERINGOF ACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DE-WATERING #1061.13.COMPLETE AND STABILIZE WET POND PRIOR TO MASS LAND DISTURBANCE TO CONTROL RUNOFF DURINGCONSTRUCTION. REMOVE SEDIMENT AS NEEDED TO MAINTAIN 3 FEET OF DEPTH TO THE OUTLET, AND PROPERLYDISPOSE OF SEDIMENT REMOVED DURING MAINTENANCE (REFER TO NR 528). CONSTRUCT AND MAINTAIN THE SEDIMENTBASIN PER WDNR TECHNICAL STANDARD SEDIMENT BASIN #1064 AND SEDIMENT TRAP # 1063.14.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROMBEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OFTHE FENCE AND/OR BARRIER HEIGHT.15.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES(TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARDDITCH CHECKS #1062.16.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTUREDPERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.17.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETERCONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.18.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER.- BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE- CONSTRUCTION OR STABILIZATION ACTIVITIES BETWEEN NOVEMBER 1 AND MAY 1 WILL COMPLY WITH THE WINTERCONSTRUCTION SITE EROSION CONTROL REQUIREMENTS FOUND IN THE CITY OF PEWAUKEE TECHNICAL STANDARDS.19.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.20.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTSBEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE WDNR/MUNCIPALITY. SEPARATE SWEPT MATERIALS(SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.21.CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ONCONSTRUCTION SITES # 1068.22.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANINGWASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFFINTO THE RECEIVING CHANNEL.25. FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES 4:1 OR GREATER (OR AS SHOWN ON THEPLAN), PROVIDE CLASS I TYPE TYPE A (WITH ACCELERATED DEGRADABLE NETTING) EROSION CONTROL MATTING.SELECT EROSION MATTING FROM WDOT’S PRODUCT ACCEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PER WDNRTECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.23.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS (OR AS SHOWN ON THE PLANS), PROVIDE NORTHAMERICAN GREEN SC150 (OR APPROVED EQUAL) EROSION CONTROL MATTING. INSTALL AND MAINTAIN PER WDNRTECHNICAL STANDARD CHANNEL EROSION MAT #1053.24.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBEDAREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.25.INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES (SUCH AS TEMPORARY SEDIMENT BASINS, DITCHCHECKS, EROSION CONTROL MATTING, SILT FENCING, FILTER SOCKS, WATTLES, SWALES, ETC.), OR AS DIRECTED BYWDNR/MUNICIPALITY26.NOTICE OF TERMINATION: WHEN THE SITE HAS BEEN FULLY STABILIZED AND ALL STORMWATER DISCHARGES FROM THESITE AUTHORIZED UNDER THE NOI PERMIT HAVE BEEN ELIMINATED, A NOTICE OF TERMINATION SHALL BE FILED WITHTHE DNR. CONTRACTOR SHALL SUBMIT A COMPLETED NOTICE OF TERMINATION APPLICATION IN ACCORDANCE WITHTHE PERMIT REQUIREMENTS PRIOR TO FINAL PAYMENT. EROSION CONTROLPLAN - NORTH C1.30 1" = 40' DENOTESPROPOSED SILTFENCE (TYP) DENOTESPROPOSED SILTFENCE (TYP) MATCH LINESEE SHEET C1.31 DENOTES PROPOSEDMEDIUM RIP RAP W/GEOFABRIC LINER Page 29 of 54 842 837836 838 838837 838 836835 839 SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSAN 837 838 838 838 837 838SANSAN WW 838 836 837 837837 838 838 838 839 839 840 842 842 843 843 844 844 845 845 846 846846846846 847847 847 847 847848 848 849 849 850 851852 WWWWW 832832 833 833 834 834 835 835 835835 836 836 836 836 836 837 837 837 838 838839 840840 841841842 842843 843 844 844 845 845 845 846 846 846 846 846 846 847 847 847 847 847 847 848 848 848849 849 WW 846 847 845843 843844 846 846845844843 845 844 847 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTST844845846 Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments DENOTESPROPOSED TYPE AINLET PROTECTION(TYP) DENOTES EROSION MAT FORCONCENTRATED FLOWSNORTH AMERICAN GREENSC150 (OR APPROVED EQUIV.) DENOTESPROPOSED DITCHCHECK (TYP) DENOTESPROPOSED TYPE AINLET PROTECTION(TYP) DENOTESPROPOSED TYPE AINLET PROTECTION(TYP) DENOTESPROPOSED SILTFENCE EXISTINGBUILDING DENOTESPROPOSED DITCHCHECK (TYP) DENOTESPROPOSEDBIO-LOG (TYP) DENOTESPROPOSEDBIO-LOG (TYP) SILT FILTER FENCESILT BIO-LOGEROSION MATDITCH CHECKINLET SEDIMENT GUARD ® ® NO SCALE14 CURLEX® SEDIMENT LOG® DETAIL (NO BLANKET) ® STAKE DETAIL(BARE SOIL) (WITH TRENCH)NO SCALE44 ® ® NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE,UNCONSOLIDATED SOILS ® ANCHOR DETAIL (PLAN VIEW)OPTIONAL OVERLAPPING JOINTNO SCALE74 NOTE:INSTALLED HEIGHT IS MEASURED FROM THE UPSLOPE GROUNDSURFACE TO THE TOP OF THE PRODUCT. DUE TO SETTLEMENTAND/OR DEFORMATION, THE INSTALLED HEIGHT MAY NOT BEEQUIVALENT TO THE NOMINAL DIAMETER OF THE PRODUCT INSTALLEDHEIGHT2-INCH MIN.ENTRENCHMENT GROUNDSURFACE EROSION CONTROLPLAN - SOUTH C1.31 1" = 40' MATCH LINESEE SHEET C1.30 Page 30 of 54 $ / Project Name: Client: Issuance: Scale: Date:Project Number:Sheet Name:Sheet Number: CCopyright 2024 25-0074.00 01-05-2026 Spring Creek ChurchParking ImprovementsN35 W22000 Capitol DrPewaukee, WI 53072 01-05-2026Plan Commission02-06-2026Plan Commission Resubmittal03-13-2026Staff Comments Pipe DiameterTrash Rack WidthW (in.)Trash Rack LengthL (in.)Total # of BarsBBar SpacingS (in.) Section A-A Plan View End View Isometric View CONSTRUCTIONDETAILS C5.00 Page 31 of 54 Office of the Planner & Community Development Director W240 N3065 Pewaukee Road Pewaukee, Wisconsin 53072 Phone (262) 691-0770 Fax (262) 691-1798 fuchs@pewaukee.wi.us Date: January 28, 2026 (Responses added 2/6/26 in RED) To: Spring Creek Church From: Nick Fuchs, Planner & Community Development Director RE: Staff Comments - Site & Building Plan Review Comments and Recommendations: Below are comments and recommendations for the proposed development application for property located at N35W22000 Capitol Drive (Tax Key No. PWC 0909999005). 1. Please provide lot coverage calculations in accordance with Section 340-2.10D(4) of the Zoning Code. Impervious area lot calculations have been added to the site plan. 2. Please ensure that the proposed lighting is in compliance with Section 340-2.10D(6). Note that light poles may not exceed 20-feet as measured from grade. Poles are designed as 17’ high from grade to top of pole. 3. Are the proposed lights dimmable? Not included in this design, however there are options for motion sensors on the fixtures/poles. The lot would dim to 20 or 50% when no activity is detected. 4. How many seats are within the church? There are pews used the church in lieu of fixed seating and the capacity is 1,650 occupants 5. Is the layout of the existing parking lot to the east of the proposed changing? It appears different on the plans than how it is currently striped. The existing parking lot striping to the east has been updated to match the current layout. 6. The parking lot shall be paved in accordance with the minimums set forth in Section 340-8.1C.(1) of the Zoning Code. So noted. Pavement sections match/exceed requirements. 7. Approval will be conditioned upon final Engineering Department approval of grading, erosion control, utilities, and storm water management plans, which must be obtained prior to any land disturbance. So noted. Updated plans and reports will be sent to Engineering department for their review. Page 32 of 54 Office of the Planner & Community Development Director W240 N3065 Pewaukee Road Pewaukee, Wisconsin 53072 Phone (262) 691-0770, Fax (262) 691-1798 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of March 19, 2026 Date: March 10, 2026 Project Name: Lake Pewaukee Sanitary District Site & Building Plan Review Project Address/Tax Key No.: N25W27534 Oak Street / PWC 0935979001 Applicant: Lake Pewaukee Sanitary District (LPSD) Property Owner: PEWAUKEE LAKE SANITARY DISTRICT AND TOWN OF PEWAUKEE Current Zoning: I-1 Urban Institutional and F-1 Floodplain District 2050 Land Use Map Designation: Governmental/Institutional and Floodplains, Lowland, & Upland Conservancy and Other Natural Areas Use of Surrounding Properties: Single-family residential to the north, east, south, and west Project Description The applicant filed a Site & Building Plan Review Application for property located at N25W27534 Oak Street requesting approval of a building addition and lift station. The property is approximately 1.94 acres and is zoned I-1 Urban Institutional District and F-1 Floodplain District. The I-1 District allows, as a permitted use, public utility offices as well as accessory storage. Lift stations are also allowed as an essential service and are exempt from height and yard regulations per sections 340-11.1D. and 340-11.25C., respectively. The total area of the building addition is 6,922 square feet comprising of 2,448 square feet of new office space and 4,474 square feet of new shop space. The lift station is 1,259 square feet. The project also includes adding new paved areas and repaving existing drive and parking areas. Parking spaces are being redesigned to conform to the city’s size requirement of a minimum of 180 square feet. According to the applicant, the total impervious surface onsite, including all buildings and hard surfaces, is 35,223 square feet, which is 57% of the site. The remaining 43% of greenspace is in compliance with the city’s 40% minimum greenspace standard. There is wetland and floodplain setback on the south side of the property as shown on the site plan. No improvements encroach into these areas. The building addition is brick with EIFS accents and includes six overhead doors on the east elevation. The lift station is also primarily brick. The Landscape Plan provided consists of two trees and twelve shrubs. The two trees are located on the west end of the parking lot in front of the building. The shrubs are located along the front of the building near the main entrance. There are existing trees along the perimeter of the site, however, primarily on the neighboring properties. Page 33 of 54 Planner & Community Development Director Nick Fuchs The applicant is proposing to maintain the existing light poles but add new fixtures. New building lighting will be placed on the building addition as well as on the lift station. Signage is shown on the building and is subject to staff review and approval of a Sign Permit. Recommendation Staff recommends approval of the Site & Building Plan Review Application for the Lake Pewaukee Sanitary District, subject to final Engineering Department approval of grading, erosion control, stormwater management, and utility plans, prior to any land disturbance. Page 34 of 54 ARCHITECTKueny Architects10505 Corporate Drive, Suite 100(262) 857-8101Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp 01KUENY ARCHITECTS, LLC10505 CORPORATE DRIVE -SUITE 100 PLEASANT PRAIRIE, WI 53158 1. All concrete to test 4000 psi in 28 days.2. Verify all dimensions, access, utilities and working conditions in the field.3. Conform to all applicable codes, ordinances and safety standards.4. Obtain and pay for all required permits and fees.5. Notify Architect immediately if work cannot proceed as shown on Drawings or as described in the Specifications.6. No concrete to be poured without Architect's prior review.7. All Contractor's to co-operate with all trades, Owner's and Architect's representatives.8. Leave site clean, neat and free of debris at all times.9. Each Prime and Sub-contractor is responsible for having read each page of the Specifications, Drawings, Addenda and Change Orders.10. Guard against interfering with Owner's operations.11. These Drawings contain no provisions or procedures for on-site safety. Each Contractor and their employees are responsible to follow all laws and ordinances and provide their own engineering to provide a safe work place.12. The locations of existing underground utilities, shown on these Drawings, are shown in an approximate way only and have not been independently verified by the Owner or its representatives. The Contractor shall determine the exact location of all existing utilities before commencing work, and agrees to be fully responsible for any and all damages which might be occassioned by the Contractor's failure to exactly locate and preserve any and all underground utilities.13. Services perform for this project have been conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time constraints. No warranty, expressed or implied, is made. GENERAL NOTES CONSULTANTS SHEET INDEX SITE MAP PROJECT INFO ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com VOLUME #2 - LPSD - Lake Facility - Site 1N25 W27534 Oak StreetPewaukee, WI 53072February 10, 2026Lake Pewaukee Sanitary DistrictLPSD -Lake Facility Facility -Site 1 TITLE SHEET01 Title Sheet - Site 1ARCHITECTURAL1A101 Site Layout Plan1A103 Site Grading, Utility and Erosion Plan1A104 Site Details and Standards1A105 Landscape Plan1A201 Floor Plan1A205 Exterior Elevations1A401 Wall Sections1A405 Wall SectionsELECTRICAL1E202 Lighting Plan & General Site PlanGrand total: 10 Page 35 of 54 C FNCC FNCC FNCC FNCC FNCC FNCC FNC 11A301 1A2051 1A2054868.00 LOWER F.F872.00 MAIN F.F 867.82 LOWER F.F 872.00 MAIN F.F(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(03 30 00.36) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A" -WITH ADA DETECTABLEWARNING PLATE4'-0"21'-4 1/8"8'-0 7/8" 4'-0"(03 30 00.04) 8" CONCRETE SLABOVER 8" CRUSHED STONE; SLABTYPE "C"19'-0" SEE R/M DRAWINGS FOR WORK RELATED TO THE LIFT STATION 46'-6 1/8"R 11'-7 5/32"11'-7 5/8" NEW OFFICE ADDITION -2,448 SQ/FTNEW SHOP ADDITION -4,474 SQ/FT NEW OFFICE ADDITION -2,448 SQ/FTNEW SHOP ADDITION - 4,474 SQ/FT EXISTING -4,156 SQ/FT TOTAL ADDED AREA - 6,922 SQ/FTMAIN FACILITY AREAS EXISTING PARKING LOT TO REMAIN AS IS --NEW ASPHALT ONLY -NO CHANGE IN LIMITSTHIS AREA IS ALTERNATE #1EXISTING LIGHT POLE BASE TO REMAIN. INSTALL NEW LIGHT POLE WITH LED LIGHT FIXTURENEW RETAINING WALL BLOCK SYSTEM FLOOD PLAIN 75 FOOT SETBACKWETLAND 25 FOOT SETBACK71'-0"27'-5 1/4" 44'-0 1/4" 50'-7"68'-0 1/4" 114'-9 1/4"20'-0"25'-0" SET BACK25'-0" 42'-8 1/8" 58'-3 1/8" 7'-5 1/4"35'-7 1/2"20 FOOT SETBACK 20 FOOT SETBACK 25 FOOT SETBACK 25 FOOT SETBACK (9,224 SQ/FT) BUILDING 1 AREA -- 264 SQ/FT BUILDING 2 AREA -- 995 SQ/FT LOT COVERAGETOTAL ADDED MAIN BUILDING AREA - 6,922 SQ/FTEXISTING MAIN BUILDING AREA - 4,156 SQ/FTTOTAL ADDED LIFT STATION AREA - 1,259 SQ/FTTOTAL SITE AREA - 62,352 SQ/FTNORTH ASPHALT AREA - 9,224 SQ/FTEAST ASPHALT AREA - 10,292 SQ/FTMISC. CONCRETE PAD AREA - 3,370 SQ/FTIMPERVIOUS SURFACE TOTAL - 35,223 SQ/FT35,223 / 62,352 SQ/FT x 100 = 57% IMPERVIOUS / 43% GREEN SPACE 5'-6 1/2" 6"2'-7 5/8"9'-0"5'-0"11'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 20'-0"20'-0"22'-6 5/8"3'-11 1/2"9'-4 7/8"GENERAL PAVING NOTES:MINIMUM PAVEMENT STRUCTURE -SEE SITE GEOTECHNICAL REPORT (NOTE: IF NO GEOTECHNICAL REPORT IS AVAILABLE, USE THESE THICKNESS SPECIFIED BELOW):ASPHALTIC CONCRETE PAVEMENTBASE THICKNESS -10"BASE MATERIAL -DENSE GRADED BASE MEETING WISDOT SPECIFICATION SECTION 305, 1-1/4”DENSE GRADED BASE. PROVIDE AGGREGATE CONFORMING TO 301.2 FOR CRUSHED STONE, CRUSHED GRAVEL, CRUSHED CONCRETE, RECLAIMED ASPHALT, REPROCESSED MATERIAL, OR BLENDED MATERIAL. CONTRACTOR MAY USE PULVERIZED AND SALVAGE MATERIAL FROM DEMO ACTIVITIES AS LONG AS IT MEETINGS WISDOT SPECIFICATION. THIS MATERIAL WILL BE ALLOWED TO BE USED IN THE BOTTOM HALF OF THE BASE COURSE STRUCTURE.ASPHALT PAVEMENT LAYER THICKNESSES:BINDER LAYER: 2.25" HMA PAVEMENT 3 MT 58-28 S SURFACE LAYER: 1.75”HMA PAVEMENT 4 MT 58-28H 26'-6 1/8" 10'-0" 10'-0"EXISTING EDGE OF PARKING LOT TO REMAINNEW ASPHALT ONLY EXISTING PARKING LOT ACCESS TO REMAINALTERNATE #1 EXISTING19'-5 1/2"(32 12 00) RE-PAVE EXISTING PARKING LOT. SEE GENERAL PAVING NOTES FOR ASPHALT REQUIREMENTS (32 12 00) NEW ASPHALT TO BE MIN. 10 FT AWAY FROM PROPERTY LINE PROPERTY LINE EXISTING EDGE OF PARKING LOT TO REMAINEXISTING EDGE ASPHALT TO REMAIN NEW EDGE OF ASPHALT (32 12 00) NEW PAVED PARKING LOT. SEE GENERAL PAVING NOTES FOR ASPHALT REQUIREMENTSBASE BID 4'-0"4'-0"5'-1" (32 12 00) NEW PAVED PARKING LOT. SEE GENERAL PAVING NOTES FOR ASPHALT REQUIREMENTS EXISTING LIGHT POLE BASE TO REMAIN. INSTALL NEW LIGHT POLE WITH LED LIGHT FIXTURE NEW CONCRETE LIGHT POLE BASE NEW LIGHT POLE WITH LED LIGHT FIXTURETOP OF BASE @ 24" AFFLIGHT POLE MAX. HEIGHT = 18 FT AFFTOTAL POLE MAX HEIGHT = 20 FT AFF NEW CONCRETE LIGHT POLE BASE NEW LIGHT POLE WITH LED LIGHT FIXTURETOP OF BASE @ 24" AFFLIGHT POLE MAX. HEIGHT = 18 FT AFFTOTAL POLE MAX HEIGHT = 20 FT AFF 4'-0"CUT EXISTING CURB - NEW ADA ACCESS8'-0"1A1012 (03 30 00.37) ALL NEW CONCRETESIDEWALK ON THE NORTH SIDE.4" CONCRETE SLAB OVER 4"COMPACTED STONE 13'-5" 14'-8" 11A402MAX SLOPE 1:201'-5 7/8"4'-0"5'-0"SLOPE 1:207'-4 1/8"SLOPED SIDEWALK16'-4 1/8"LEVEL (-) 0'-0 1/4"OFFICE LEVEL LEVEL -0'-6"LEVEL -0'-6"OFFICE LEVEL 1'-5 7/8"LEVEL (-) 0' -5 1/8"LEVEL (-) 0'-5 1/8"LEVEL (-) 0' -5 1/8"CUT EXISTING CURB - NEW ADA ACCESS8'-0"sloped curb2'-0 1/4"LEVEL -0'-0"LEVEL (-) 0'-1/4"LEVEL (-) 0'-0 1/4"LEVEL (-) 0'-0 1/4"(03 30 00.36) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A" -WITH ADA DETECTABLEWARNING PLATE(03 30 00.37) ALL NEW CONCRETESIDEWALK ON THE NORTH SIDE.4" CONCRETE SLAB OVER 4"COMPACTED STONE(03 30 00.37) ALL NEW CONCRETE SIDEWALK ONTHE NORTH SIDE. 4" CONCRETE SLAB OVER 4"COMPACTED STONE OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN PLAN NORTHSHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp KEYNOTE LEGENDN25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:24 PM SCALE: As indicated 1A101 February 10, 2026Lake Pewaukee Sanitary District BID SET Site Layout Plan A3 Addendum #3 03/02/2026 1/4" = 1'-0"2Site -Enlarged Sidewalk Detail Page 36 of 54 T E CP CP Concentric Cylindrical StructureRIM 864.48SURFACE = ???839.261 24" NE839.411 24" NW Null StructureRIM 840.73SURFACE = ???838.564 24" SW0.71% E No N Md UP-6.65%-6.73% 861862863864866867868 866867868869871872873874876877878879881882883884 861862863864 868869 866867868 865 870 875 880 865 864861862863864866 862863865860 865866.00 862.90862.50 866.00865.98866.00866.45866.00 B-3 B-2B-1 16'-0"14'-0"14'-0" 11A301 1A2051 1A2054868.00 LOWER F.F872.00 MAIN F.F872.00 MAIN F.F870.00872.00870.00871.00(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(03 30 00.36) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A" -WITH ADA DETECTABLEWARNING PLATE(03 30 00.36) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A" -WITH ADA DETECTABLEWARNING PLATE4'-0"21'-4 1/8" 4'-0" 114'-9 1/4" SEE R/M DRAWINGS FOR WORK RELATED TO THE LIFT STATION NEW OFFICE ADDITION -2,448 SQ/FTNEW SHOP ADDITION -4,474 SQ/FT NEW OFFICE ADDITION -2,448 SQ/FTNEW SHOP ADDITION - 4,474 SQ/FT EXISTING -4,156 SQ/FT TOTAL ADDED AREA - 6,922 SQ/FTMAIN FACILITY AREASEXISTING PARKING LOT TO REMAIN AS IS --NEW ASPHALT ONLY -NO CHANGE IN LIMITS ALTERNATE #1 EXISTING LIGHT TO REMAINEXISTING LIGHT TO REMAIN870.00NEW RETAINING WALL BLOCK SYSTEM868.00869.00870.00871.00872.00873.00874.00 NEW GRADESCONTOURS870.00EXISTING GRADES870.00 FLOOD PLAIN 75 FOOT SETBACKWETLAND 25 FOOT SETBACK71'-0"27'-5 1/4" 44'-0 1/4" 50'-7"68'-0 1/4" 114'-9 1/4" S/F - SILT FENCE PER DETAIL S/F - SILT FENCE PER DETAILS/F - SILT FENCE PER DETAILDEMO EXISTING868.00 LOWER F.F 868.00 868.00867.00 867.00 866.00866.00866.00865.00864.00+ 865.35+ 865.70+ 865.95866.00867.00868.00 + 867.95+ 867.50 TEMPORARY 40'x8' STORAGE BOXES PROVIDED BY GC FOR OWNER USE4" WATER LINE, L-103'(22 11 00) NEW 4" WATER MAIN LINE. CONNECT TO CITY OFPEWAUKEE WATER MAIN. EXISTING 6" WATER MAIN. FIELD VERIFY LOCATION -LIVE TAPE REQUIRED(22 11 00) CONTRACTOR TO TRENCH & REPAIR SITE. RESEED AS NEEDED OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN PLAN NORTHSHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp KEYNOTE LEGENDN25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:25 PM SCALE: 1" = 10'-0" 1A103 February 10, 2026Lake Pewaukee Sanitary District BID SET Site Grading, Utility andErosion Plan A3 Addendum #3 03/02/2026A1 Addendum #1 02/23/2026 Page 37 of 54 SLTSLTSLTSLTSLTSLT (10 75 00) STEEL GALVANIZED FOUNDATION SLEEVE(10 75 00) ALUMINUM FLASH COLLAR(10 75 00) CAST ALUMINUM CLEATS W/ CLEAT COVER LOCKABLE BOX(10 75 00) TAPERED ALUMINUM FLAG POLE(10 75 00) FLAG POLE MOUNTED LIGHTING SYSTEM; SEE SPECIFICATIONS -SEE ELECTRICAL FOR POWER REQUIREMENTS(10 75 00) SWIVEL SNAPS WITH COVERS (10 75 00) FILL PER FLAG POLE MANUFACTURER DESIGN(10 75 00) STEEL BASE PLATE (10 75 00) LIGHTNING GROUND SPIKE (10 75 00) SPUN ALUMINUM BALL(10 75 00) CAST ALUMINUM REVOLVING TRUCK (10 75 00) CONCRETE FOUNDATION BY FLAG POLE CONATRCTOR(03 30 00) #4 REBAR & TIESSEE ELECTRICAL PLANS FOR REQUIRED POWER FEED REQUIREMENTSLEVEL 01(03 30 00) 12"Ø CONCRETE BASE FOR FLAG POLE LIGHT FIXTURE. TOP & 6" AFF. (BY ELECTRICAL CONTRACTOR)*(2) light typical per flag pole. See plan for light locations2'-6"4" 4'-0"ORANGE CONSTRUCTIONFENCEFENCE LOCATIONDRIPLINE (VARIES)RADIUS = 1' PER INCH OF TRUNK DIAM.(LIMITS OF CRITICAL ROOT ZONE)(20'-0" FOR 20"DIAMETER TREE)CRZ RADIUSCRITICAL ROOT ZONE (CRZ)TREE PROTECTION FENCE @ CRZDRIPLINE 20'50' MINIMUMHARD SURFACE PUBLIC ROAD12" MINUMUM3"-6" WASHED STONEGEOTEXTILE UNDERLINERMIRAFI 700xEXCESSFABRICGEOTEXTILEFABRIC2FLOW DIRECTIONANCHOR STAKEMIN. 18" LONGTIEBACK BETWEEN FENCEPOST AND ANCHORSILTFENCEFLOW DIRECTIONGEOTEXTILEFABRIC ONLYBACKFILL & COMPACTTRENCH WITHEXCAVATED SOILFLOW DIRECTION MAY BE REQUIRED IN UNSTABLE SOILS 2'-0"3'-0" MAX.3'-0" MAX.3'-0" MAX.3'-0" MAX.2FLOWFOLD3" MAX.GEOTEXTILEFABRIC3SUPPORT CORDNOTE:* **** NOTE: ADDITIONAL POST DEPTH OR TIE BACKSGENERAL NOTES:SILT FENCETRENCH DETAILSILT FENCE TIE BACKTWIST METHODHOOK METHODFLOW DIRECTIONFLOW DIRECTION52'-0" MIN.1'-0" MIN.WOOD POSTWOOD POSTGEOTEXTILEFABRICGEOTEXTILEFABRICJOINING TWO LENGTHS OF SILT FENCEGEOTEXTILEFABRICGEOTEXTILEFABRICWOOD POSTWOOD POST (WHEN ADDITIONAL SUPPORT REQUIRED) WOOD POSTSLENGTH 3'-4'20" DEPTHIN GROUNDATTACH THE FABRIC TO THEPOSTS WITH WIRE STAPLES ORWOODEN LATH AND NAILS 8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED.1. HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS.2. TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.4. SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.5. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWING TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE LENGTH.3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1" X 1" OF OAK OR HICKORY. OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN SHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp N25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:27 PM SCALE: As indicated 1A104 February 10, 2026Lake Pewaukee Sanitary District BID SET Site Details andStandards1/2" = 1'-0"2Flag Pole Detail1 1/2" = 1'-0"3Flag Pole - Light Detail 1/4" = 1'-0"5Tree Protection Detail 3/16" = 1'-0"1Stone Tracking Pad3/4" = 1'-0"4Silt Fence Details Page 38 of 54 PPT E CP CP Concentric Cylindrical StructureRIM 864.48SURFACE = ???839.261 24" NE839.411 24" NW Null StructureRIM 840.73SURFACE = ???838.564 24" SW98.7'24"0.71% E No N Md UP 861862863864866867868 866867868869871872873874876877878879881882883884 861862863864 868869 866867868 865 865 870 875 880 865 864861862863864866 862863865860 865866.00 862.90862.50 866.00865.98866.00866.45866.00 B-3 B-2B-1 16'-0"14'-0"14'-0" 11A301867.816 LOWER F.F 870.00872.00870.00871.00 SEE R/M DRAWINGS FOR WORK RELATED TO THE LIFT STATION R 11'-7 5/32"11'-7 5/8"EXISTING PARKING LOT TO REMAIN AS IS --NEW ASPHALT ONLY -NO CHANGE IN LIMITS 870.00NEW RETAINING WALL BLOCK SYSTEM868.00869.00870.00871.00872.00873.00874.00 FLOOD PLAIN 75 FOOT SETBACKWETLAND 25 FOOT SETBACK71'-0"27'-5 1/4" 44'-0 1/4" 50'-7"68'-0 1/4" 114'-9 1/4" RE-SEED ALL DISTURBED AREASRE-SEED ALL DISTURBED AREASSG ( 3 )SO ( 3 )SG ( 3 )SO ( 3 )SG ( 3 )SG ( 3 )SO ( 3 )SG ( 3 )SO ( 3 )SG ( 3 )DECORATIVE WASHED STONE DECORATIVE WASHED STONEDECORATIVE WASHED STONERE-SEED ALL DISTURBED AREASRE-SEED ALL DISTURBED AREAS CM ( 1 )CM ( 1 ) 868.00 868.00867.00 867.00 866.00866.00866.00865.00864.00+ 865.35+ 865.70+ 865.95866.00867.00868.00 + 867.95+ 867.50 4'-0"3'-6"RIP-RAP @ ROOF DRAIN DISCHARGE LOCATIONS RIP-RAP @ ROOF DRAIN DISCHARGE LOCATIONS4'-0"2'-2" 4'-0"4'-0"RIP-RAP @ ROOF DRAIN DISCHARGE LOCATIONS 4'-0"4'-0"RIP-RAP @ ROOF DRAIN DISCHARGE LOCATIONS 41A400SimLANDSCAPE GENERAL NOTES: 1. RE-GRAD AND RE-SEED ALL DISTUREBED AREAS2. MULCHED AREAS: 6 FT DIAM. AREA W/ MULCH (4" DEEP) OVER LANDSCAPE PAPER AND PLASTIC LANDSCAPE EDGE AROUND ALL TREES AND BUSHES AS NOTED ON PLANS.3. RIVEROCK AREAS: AREA W/ 1-1/2" RIVER WASH STONE OVER LANDSCAPE PAPER (4" DEEP) GRASS SEED- ALL DISTURBED AREAS SHALL BE RESEEDED. 1- GENERAL: ALL SEED SHALL BEA. FREE FROM NOXIOUS WEED SEEDS AND RECLEANEDB. GRAGE A RECENT CROP SEEDC. TREATED WITH APPROPRIATE FUNGICIDE AT TIME OF MIXING. D. DELIVERED TO THE SITE IN SEALED CONTAINERS WITH DEALER'S GUARANTEED ANALYSIS AND SEASON CERTIFICATION OF WEIGHT, PURITY, AND GERMINATION2- PROPORTIONS BY WEIGHTA. BARON BLUEGRASS 20%B. MAJESTIC BLUEGRASS 20%C. TOUCHDOWN BLUEGRASS 20%D. PENNLAWN FESCUE 20%E. FIESTA RYE GRASS 20%(OR APPROVED EQUAL) OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN PLAN NORTHSHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp N25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:29 PM SCALE: As indicated 1A105 February 10, 2026Lake Pewaukee Sanitary District BID SET Landscape Plan 1" = 10'-0"1Site - Option 1A Landscape Plan Page 39 of 54 CLCL 734 SFconf / meeting room102reception105waiting101entry100 mens115womens113break room104shared office108manager office111 existing garage119existing utility room117conference/office112 garage addition - 1120 file room109 data116 scada/office106 file 2110 garage addition - 2118 10'-4 1/4"26'-8 1/4"40'-0"31'-0" 68'-0 1/4" 48'-0 1/4" 01020304 0605 07A BB DD EE E1E2E3 E4E5 E6 11A300 11A300 21A300 21A30031A300 31A300 11A301 11A301 21A301 21A301 31A301 31A30126'-8"8'-10"29'-3"44'-6"7'-4"35'-6"81'-1"116'-7"8'-8" EXaEXa EXbEXb EXcEXc70'-9 3/4"4'-2 7/8"31'-0"38'-5 3/4"1'-4" 28'-9 3/8"13'-3 3/4" 05.8 C.8C.8D.4D.4 18'-9" D.5D.5 19'-3" B.8B.8 03.3 D.2D.2 1A2051 1A2052 1A2053 1A2054 11A302 11A302 11A400 21A302 21A302 21A40031A40011A40131A400Sim21A40131A40141A401 11A40221A40231A40241A40251A402 61A402 51A401 61A401 71A401 81A401 65'-0 1/4" 41'-6 1/4" 31A302 31A302 janitor114corridor107corridor103closet102.1EX109a111a 102b104a102a106a105a OH120BOH120C OH119AOH119B108a107a102c113a114a115a116a closet112.1 3'-4"2'-1"120a C.6C.6 103a1A2042shower113.1shower115.1 11A40321A403 41A40331A403 11A404 21A40431A40441A40411A40521A405 31A405 flat fileshanging fileplan rackTVTVTV TVTVTV 4'-0" 19'-3"18'-9"18'-3"14'-11 7/8"CC 110a 101a100a 1A70115 112a112b 1A70116 1A2047unisex121 1A7012106 61 00.01 1A20441A2021Sim 39'-7 3/8"6'-10 7/8"65'-3" 3'-2 3/4"50'-10 3/8" 12'-4"4'-0"3'-1 1/2"9'-2 1/2"3'-4"3 1/8"4 7/8"18'-7" 3'-2"21'-4"1'-11"2" 11"2'-5"3 7/8" OH118A102d4 7/8"1'-6" 71A402 120b 31S500Sim31S500Sim31S500Sim 31S500Sim31S500Sim31S500Sim OH102A 10'-0"1'-9 3/4"2'-0"10'-8"1'-6"8" 41A404Sim31S500Sim31S500Sim31S500Sim3'-3"1'-10 1/8"6'-7 7/8"4'-1 3/8"4'-1 3/8" 02.2 41A405 8"1'-0" 41A4002'-1"12'-0"1'-9 7/8"16'-0"2'-8"16'-0"2'-6"16'-0"6'-10"16'-0"2'-8"16'-0"2'-2 1/4" OH120A1'-4"1'-9"21A2011AD4-01 S1-MAIN FLOOR LEVEL0'-0"S1-LOWER FLOOR-4'-0" 4"6"6"6"1S50010Sim6"1'-6"EXISTING CONCRETE LANDING FIELD VERIFY4'-0"1S50010SimNEW 6" POURED IN PLACE CONCRETE WALL & SLABDOWEL BARS @ 12" O.C.DOWEL BARS @ 12" O.C.1'-1"1'-1"GUARD RAIL HEIGHT3'-6"(05 50 00) 1-1/2" DIAMETERRAIL(05 50 00) 7" X 4" X 1/4" CONTINUOUS STEEL PLATE(05 50 00) 6"X8"X1/4" POST PLATEWITH (4) 3/8"X5-1/2" CONCRETEANCHORS INTO CONCRETE EXISTING CONCRETE SLABNEW 6" POURED IN PLACE CONCRETE WALL & SLAB2'-0" OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN PLAN NORTHSHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp KEYNOTE LEGENDN25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:32 PM SCALE: As indicated 1A201 February 10, 2026Lake Pewaukee Sanitary District BID SET Floor Plan 3/16" = 1'-0"1First Floor Planrestroom 06 61 00.01 SOLID SURFACE COUNTER TOP A3 Addendum #3 03/02/2026A1A1 Addendum #4 03/05/2026 3/4" = 1'-0"2Landing Section Detail Page 40 of 54 S1-MAIN FLOOR LEVEL0'-0"S1-TO EX WALL11'-4 7/8"0102030406 0507 E1E2E3E4E5 11A30121A30131A30105.8 03.3S1-LOWER FL NEWT.O.WALL16'-0"11A302S1-MAIN FL NEW T.O.WALL13'-4"11A40221A40251A40231A30221A4031'-4 5/8"3'-0"3'-0"3'-0"2'-4"3'-0"4'-0"3'-0"10'-8"12'-0"10'-8"6'-2 1/2"EQEQEQEQEQEQ EXTERIOR BRICK1" INSULATED BRONZE GLASSARCHITECTURAL SHEET METAL -BRONZE 2'-0"6'-4" 8'-4"8'-0" 8'-4"71A402 10'-8"04 20 00.02 08 41 13.A608 41 13.A603 30 00.1007 60 00.14 08 41 13.A608 41 13.A1203 30 00.2731S500Sim02 10 00.1002 10 00.1010'-8"3'-9 3/4"10'-0"07 24 00.0102.28'-11 3/4" 2'-0"6'-4"22 13 16.A1122 13 16.A129"8'-6"11"1'-10 5/8"11'-0" 11'-0" 14'-0"EQEQ14'-0"EQEQ26 56 00.A126 56 00.A126 56 00.A126 56 00.A127 00 00.A1027 00 00.A941A400 1'-6"08 41 13.A1308 41 13.A13 S1-MAIN FLOOR LEVEL0'-0"S1-TO EX WALL11'-4 7/8"S1-LOWER FLOOR-4'-0" AB D E E611A30021A30031A300 S1-LOWER FLOOR T.O.F-9'-0" EXaEXbEXcC.8D.4D.5B.8D.2 S1-LOWER FL NEWT.O.WALL16'-0"S1-MAIN FL NEW T.O.WALL13'-4"11A400 21A30221A40031A40031A402C.641A40331A403 21A40531A405C3'-0"5'-4"3'-0"5'-4"3'-0"6'-0"6'-0"9'-4"WD-01WD-01WD-028'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-6 1/4"1'-6"WD-03WD-03WD-03WD-03WD-03102d07 24 00.0104 20 00.0207 60 00.03 08 41 13.A604 20 00.2403 30 00.2708 41 13.A508 41 13.A604 20 00.2404 20 00.24 04 20 00.0207 60 00.0308 41 13.A6 13'-4"41A4054'-3" 08 41 13.A608 41 13.A6EQEQ12'-0"26 56 00.A1EQEQ14'-0"26 56 00.A107 60 00.0326 56 00.A107 60 00.0304 20 00.024'-8 3/4"5'-8"1'-6" 1'-6"1'-6"04 20 00.2604 20 00.2604 20 00.2604 20 00.2604 20 00.26 11'-0"26 56 00.A1 11'-0"08 41 13.A13201S50021A2011AD4-01 S1-MAIN FLOOR LEVEL0'-0"S1-TO EX WALL11'-4 7/8"S1-LOWER FLOOR-4'-0" 01020304 0605 07E1E2E3 E4E511A30121A30131A30105.803.3 S1-LOWER FL NEWT.O.WALL16'-0"11A302S1-MAIN FL NEW T.O.WALL13'-4"11A40121A40131A40141A40131A30241A40411A405 4'-0"12'-0"1'-6"6'-6 1/4"4'-0"8'-0"4'-0"8'-0"4'-0"8'-0"3'-8 1/8"3 7/8"8'-0"4'-0"8'-0"20'-0"1S50011Sim03 30 00.2705 50 00.0104 20 00.0208 41 13.A608 11 00.A4 5'-0"3'-0"9'-4"02 10 00.0207 60 00.0307 60 00.03 5'-4"3'-0"6'-0"4'-4 1/8"9'-4"5'-0"04 20 00.0208 41 13.A608 41 13.A604 20 00.0208 41 13.A607 24 00.0104 20 00.0208 41 13.A602.2 26 52 00.02 18'-0"EQEQ26 56 00.A126 56 00.A1 12'-0"26 56 00.A1EQEQ 27 00 00.A926 56 00.A127 00 00.A1004 20 00.26 04 20 00.26 04 20 00.26 04 20 00.26 1'-6"1'-6" 04 20 00.26 1'-6" S1-MAIN FLOOR LEVEL0'-0"S1-TO EX WALL11'-4 7/8"S1-LOWER FLOOR-4'-0" ABDEE6 11A30021A30031A300EXaEXbEXcC.8D.4D.5 B.8D.2 S1-LOWER FL NEWT.O.WALL16'-0"S1-MAIN FL NEW T.O.WALL13'-4"21A302C.641A40331A40311A40421A40431A404ARCHITECTURAL SHEET METAL -BRONZEC 083601S50011Sim1S50011Sim1S50011SimOH120BOH120C OH119AOH119B120aOH120AOH118A08 30 00.A3 04 20 00.0204 20 00.02 0836008 30 00.A308 11 00.A405 50 00.0105 50 00.0105 50 00.0103 30 00.27 07 60 00.0326 56 00.A107 60 00.0326 56 00.A107 60 00.0326 56 00.A107 60 00.0326 52 00.02 18'-0"07 60 00.0327 00 00.A1027 00 00.A1027 00 00.A9 04 20 00.2604 20 00.26 15'-0"15'-0" 14'-0" OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN SHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp KEYNOTE LEGENDN25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:24:50 PM SCALE: 3/16" = 1'-0" 1A205 February 10, 2026Lake Pewaukee Sanitary District BID SET Exterior Elevations 3/16" = 1'-0"1North Elevation 3/16" = 1'-0"2West Elevation 3/16" = 1'-0"3South Elevation 3/16" = 1'-0"4East Elevation 02 10 00.02 EXISTING WALLS TO REMAIN02 10 00.10 EXISTING EXTERIOR LIGHT POLES TO REMAIN03 30 00.10 CAST-IN-PLACE CONCRETE WALL; REFER TO PLANS FOR THICKNESS03 30 00.27 CONCRETE FROST STOOP. TYP @ ALL EXTERIOR DOORS04 20 00.02 FACE BRICK; PROVIDE ALL TIES, WEEPS, AND FLASHING; SEESPECIFICATIONS04 20 00.24 STONE WINDOW SILL04 20 00.26 MASONRY CONTROL JOINT (TYP.)05 50 00.01 6" STEEL BOLLARD - GALVANIZED AND GROUTED SOLID; PLASTIC SLEEVECOVER - COLOR SELECTED BY ARCHITECT07 24 00.01 EXTERIOR EIFS PANEL PER SPECS07 60 00.03 SHEET METAL WALL CAP; PROVIDE STIFFENING BEAD AT HEIGHTS OVER 12"07 60 00.14 PRE-FINISHED SHEET METAL SCUPPER W/ WITH DRIP EDGE08 11 00.A4 DOOR AND HARDWARE PER DOOR SCHEDULES08 30 00.A3 OVERHEAD DOOR FULL VISION PANEL; REFER TO EXTERIOR ELEVATIONS08 41 13.A5 ALUMINUM STOREFRONT DOOR; SEE SPECIFICATIONS08 41 13.A6 ALUMINUM STOREFRONT WINDOW SYSTEM; SEE SPECIFICATIONS08 41 13.A12 ALUMINUM SLIDING DOOR PER SPECS AND SCHEDULES08 41 13.A13 OPERABLE CASEMENT WINDOW KAWNEER OptiQ® AA®4325 SERIES OREQUAL22 13 16.A11 SMITH 1770 DOWNSPOUT NOZZLE FOR ROOF DRAIN BY PLUMBINGCONTRACTOR. SIZE TO MATCH PIPE22 13 16.A12 SMITH 1770 DOWNSPOUT NOZZLE FOR ROOF OVERFLOW DRAIN BYPLUMBING CONTRACTOR. SIZE TO MATCH PIPE26 52 00.02 EXTERIOR REMOTE HEADS PER ELECTRIC PLANS26 56 00.A1 SURFACE MOUNT WALL PACK LIGHTING; REFER TO MEP27 00 00.A9 CARD READER PER SPECS27 00 00.A10 CCTV CAMERA PER SPECS08360 A3A3 Addendum #6 03/06/2026A1 Addendum #1 02/23/2026 Page 41 of 54 S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8" S1-LOWER FLOOR-4'-0" DD.2S1-MAIN FL NEW T.O.WALL13'-4"21A400 (03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(07 21 00.08) 3" RIGID INSULATION; (2) LAYERS OF1-1/2" LAYERS STAGGERED(03 30 00.13) 12" CONCRETE WALL; SEE DETAILSFOR REINFORCING(03 30 00.05) CONCRETE FOOTING; SEESTRUCTURAL FOR FOOTING SCHEDULES ANDREINFORCING 1A5002Sim1A5001Sim(03 30 00.01) #15 FELT PAPER BONDBREAKER.TYPICAL @ ALL WALLS; FOAM BONDBREAKER AT EXTERIOR LOCATIONS(04 20 00.02) FACE BRICK; PROVIDE ALL TIES,WEEPS, AND FLASHING; SEE SPECIFICATIONS(05 41 00.01) 6" MTL. STUD FRAMING @ 16" O.C. W/(07 21 00) BATT INSULATION. MIN R-19 AT EXTERIORWALLS.5'-6"3'-0"5'-8"2'-8"13'-4"(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURALFRAMING PLANS(05 12 00.01) STEEL BEAM; REFER TO STRUCTURAL(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGIDROOF INSULATION; LAYERS STAGGERED (MIN.R-38)(06 10 00.01) WOOD BLOCKING AS REQUIRED(07 53 00.A1) SINGLE PLY E.P.D.M. MEMBRANEROOFING SYSTEM -FULLY ADHERED1A5009(06 10 00.01) WOOD BLOCKING AS REQUIRED(06 61 00.02) SOLID SURFACE WINDOW SILL(08 41 13.A6) ALUMINUM STOREFRONT WINDOWSYSTEM; SEE SPECIFICATIONS(08 80 00.01) 1" LOW-E INSULATED GLAZING UNIT(09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM;24" X 24" (ACT-1)(07 24 00.01) EXTERIOR EIFS PANEL PER SPECS(05 30 00.01) METAL ROOF DECKING; SEESTRUCTURAL PLANS -FASTENERS PERSTRUCTURAL DETAILS1A50010 S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8" S1-LOWER FLOOR-4'-0" ED.5S1-MAIN FL NEW T.O.WALL13'-4"1A5004Sim1A5003Sim1A5002Sim1A5001Sim(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(03 30 00.13) 12" CONCRETE WALL; SEE DETAILSFOR REINFORCING(03 30 00.13) 12" CONCRETE WALL; SEE DETAILSFOR REINFORCING(03 30 00.05) CONCRETE FOOTING; SEESTRUCTURAL FOR FOOTING SCHEDULES ANDREINFORCING manager office111(03 30 00.01) #15 FELT PAPER BONDBREAKER.TYPICAL @ ALL WALLS; FOAM BONDBREAKER AT EXTERIOR LOCATIONS 1'-0"4'-4"8" 4'-8"8'-8"5'-0"3'-0"(05 41 00.01) 6" MTL. STUD FRAMING @ 16" O.C. W/(07 21 00) BATT INSULATION. MIN R-19 AT EXTERIORWALLS.(06 61 00.02) SOLID SURFACE WINDOW SILL(08 41 13.A6) ALUMINUM STOREFRONT WINDOWSYSTEM; SEE SPECIFICATIONS(09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM;24" X 24" (ACT-1)(05 12 00.01) STEEL BEAM; REFER TO STRUCTURAL(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGIDROOF INSULATION; LAYERS STAGGERED (MIN.R-38)(06 10 00.01) WOOD BLOCKING AS REQUIRED(05 30 00.01) METAL ROOF DECKING; SEESTRUCTURAL PLANS -FASTENERS PERSTRUCTURAL DETAILS(07 53 00.A1) SINGLE PLY E.P.D.M. MEMBRANEROOFING SYSTEM -FULLY ADHERED (08 80 00.01) 1" LOW-E INSULATED GLAZING UNIT(04 20 00.02) FACE BRICK; PROVIDE ALL TIES,WEEPS, AND FLASHING; SEE SPECIFICATIONS S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8" S1-LOWER FLOOR-4'-0" ED.5S1-MAIN FL NEW T.O.WALL13'-4" (03 30 00.13) 12" CONCRETE WALL; SEE DETAILSFOR REINFORCING(07 21 00.08) 3" RIGID INSULATION; (2) LAYERS OF1-1/2" LAYERS STAGGERED(03 30 00.05) CONCRETE FOOTING; SEESTRUCTURAL FOR FOOTING SCHEDULES ANDREINFORCING (04 20 00.02) FACE BRICK; PROVIDE ALL TIES,WEEPS, AND FLASHING; SEE SPECIFICATIONS 1A5004Sim 1A5001Sim1'-0"5'-0"4'-8"8'-8"13'-4"(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(03 30 00.01) #15 FELT PAPER BONDBREAKER.TYPICAL @ ALL WALLS; FOAM BONDBREAKER AT EXTERIOR LOCATIONS(06 10 00.02) 5/8" DENSGLASS SHEATHING; SEESPECIFICATIONS(07 21 00.06) 1" RIGID INSULATION(07 21 00.05) INSULATION BATT; TYPICAL ALL MTL.STUD EXTERIOR WALLS (MIN. R-19)(09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM;24" X 24" (ACT-1)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURALFRAMING PLANS(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGIDROOF INSULATION; LAYERS STAGGERED (MIN.R-38)(05 12 00.01) STEEL BEAM; REFER TO STRUCTURAL(06 10 00.01) WOOD BLOCKING AS REQUIRED(07 53 00.A1) SINGLE PLY E.P.D.M. MEMBRANEROOFING SYSTEM -FULLY ADHERED(05 30 00.01) METAL ROOF DECKING; SEESTRUCTURAL PLANS -FASTENERS PERSTRUCTURAL DETAILS S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8" S1-LOWER FLOOR-4'-0" 31A300EXcS1-MAIN FL NEW T.O.WALL13'-4"(08 41 13.A6) ALUMINUMSTOREFRONT WINDOW SYSTEM;SEE SPECIFICATIONS 81A401 (06 61 00.02) SOLID SURFACEWINDOW SILL(09 68 00.A1) WALL BASE PERROOM FINISH SCHEDULES(09 91 00.05) PAINT WALLS PERROOM FINISH SCHEDULE(09 51 00.A1) ACOUSTICALCEILING TILE SYSTEM; 24" X 24"(ACT-1)(07 60 00.03) SHEET METAL WALLCAP; PROVIDE STIFFENING BEADAT HEIGHTS OVER 12"(06 10 00.01) WOOD BLOCKING ASREQUIRED(08 80 00.01) 1" LOW-E INSULATEDGLAZING UNIT(07 24 00.01) EXTERIOR EIFSPANEL PER SPECS S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8"04E203.3S1-MAIN FL NEW T.O.WALL13'-4"(06 10 00.05) PRESSURE TREATED WOOD BLOCKING W/ STAINLESS STEEL FASTENERS(07 60 00.03) SHEET METAL WALL CAP; PROVIDE STIFFENING BEAD AT HEIGHTS OVER 12"(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGID ROOF INSULATION; LAYERS STAGGERED (MIN. R-38)(09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM; 24" X 24" (ACT-1))(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURAL FRAMING PLANS (03 30 00.02) 4" CONCRETE SLABOVER 4" CRUSHED STONE; SLABTYPE "A"A3S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8"DD.2S1-MAIN FL NEW T.O.WALL13'-4"(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGID ROOF INSULATION; LAYERS STAGGERED (MIN. R-38)(09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM; 24" X 24" (ACT-1)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURAL FRAMING PLANS(09 29 00.A1) 5/8" TYPE "X" GYPSUM WALLBOARD; 6MIL VAPOR BARRIER AT ALL EXTERIOR WALLS(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(05 12 00.01) STEEL BEAM; REFER TO STRUCTURAL S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8"03E103.3S1-MAIN FL NEW T.O.WALL13'-4"41A402W14X435'-4"4"7'-8"(03 30 00.02) 4" CONCRETE SLAB OVER 4" CRUSHEDSTONE; SLAB TYPE "A"(09 29 00.A1) 5/8" TYPE "X" GYPSUM WALLBOARD; 6MIL VAPOR BARRIER AT ALL EXTERIOR WALLS(08 41 13.A12) ALUMINUM SLIDING DOOR PERSPECS AND SCHEDULES(09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM;24" X 24" (ACT-1)(09 68 00.A1) WALL BASE PER ROOM FINISHSCHEDULES (09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM;24" X 24" (ACT-1)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURALFRAMING PLANS(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGIDROOF INSULATION; LAYERS STAGGERED (MIN.R-38)(05 30 00.01) METAL ROOF DECKING; SEESTRUCTURAL PLANS -FASTENERS PERSTRUCTURAL DETAILS(07 53 00.A1) SINGLE PLY E.P.D.M. MEMBRANEROOFING SYSTEM -FULLY ADHERED S1-MAIN FLOOR LEVEL0'-0" S1-TO EX WALL11'-4 7/8"0304E1E203.3S1-MAIN FL NEW T.O.WALL13'-4" closet112.1manager office111exterior112b (09 51 00.A1) ACOUSTICALCEILING TILE SYSTEM; 24" X 24"(ACT-1)(08 11 00.A4) DOOR ANDHARDWARE PER DOORSCHEDULES(09 68 00.A1) WALL BASE PERROOM FINISH SCHEDULES(09 91 00.05) PAINT WALLS PERROOM FINISH SCHEDULE(02 10 00.02) EXISTING WALLS TOREMAIN(02 10 00.02) EXISTING WALLS TOREMAIN(05 21 00.01) STEEL BAR JOIST;SEE STRUCTURAL FRAMINGPLANS(07 21 00.07) (2) LAYERS OF 3.3"POLY ISO RIGID ROOFINSULATION; LAYERSSTAGGERED (MIN. R-38)(07 53 00.A1) SINGLE PLY E.P.D.M.MEMBRANE ROOFING SYSTEM -FULLY ADHERED OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN SHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp N25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:39 PM SCALE: 1/2" = 1'-0" 1A401 February 10, 2026Lake Pewaukee Sanitary District BID SET Wall Sections1/2" = 1'-0"1Wall Section1/2" = 1'-0"2Wall Section1/2" = 1'-0"3Wall Section1/2" = 1'-0"4Wall Section 1/2" = 1'-0"5Wall Section1/2" = 1'-0"6Wall Section1/2" = 1'-0"7Wall Section1/2" = 1'-0"8Wall Section A3 Addendum #3 03/02/2026 Page 42 of 54 S1-LOWER FLOOR-4'-0" E6 S1-LOWER FLOOR T.O.F-9'-0" S1-LOWER FL NEWT.O.WALL16'-0"(06 10 00.05) PRESSURE TREATED WOOD BLOCKING W/ STAINLESS STEEL FASTENERS(07 60 00.03) SHEET METAL WALL CAP; PROVIDE STIFFENING BEAD AT HEIGHTS OVER 12"(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGID ROOF INSULATION; LAYERS STAGGERED (MIN. R-38)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURAL FRAMING PLANS(08 41 13.A6) ALUMINUM STOREFRONT WINDOW SYSTEM; SEE SPECIFICATIONS)(04 20 00) 12" INSULATED CONCRETE BLOCK(04 20 00.02) FACE BRICK; PROVIDE ALL TIES, WEEPS, AND FLASHING; SEE SPECIFICATIONS(07 21 00.06) 1" RIGID INSULATION 1A50012Sim1A5012Sim1A5011Sim 1A50011Sim(03 30 00.03) 6" CONCRETE SLAB OVER 6" CRUSHEDSTONE; SLAB TYPE "B"171S500Sim(03 30 00.01) #15 FELT PAPER BONDBREAKER.TYPICAL @ ALL WALLS; FOAM BONDBREAKER AT EXTERIOR LOCATIONS (09 91 00.14) PAINT ALL EXPOSEDSTEEL PER ROOM FINISHSCHEDULE exteriorgarage addition - 1120 (04 20 00.14) MASONRY LINTEL. SEE STRUCTURALPLANS AND DETAILS4'-0"12'-0"(03 30 00.06) CONCRETEFOUNDATION WALL; SEESTRUCTURAL FOR REINFORCING(07 21 00.08) 3" RIGID INSULATION;(2) LAYERS OF 1-1/2" LAYERSSTAGGERED(07 13 00) FOUNDATION WATERPROOFING SYSTEM -COMPLETE WALL AND FOOTING(22 00 00) DRAIN TILE PER PLANS.(31 20 00) GEOTEXTILE FABRICAROUND AGGREGATE FILL(03 30 00.05) CONCRETE FOOTING; SEESTRUCTURAL FOR FOOTING SCHEDULES ANDREINFORCING W/ GRADE8" VARIESS1-LOWER FLOOR-4'-0" 05 S1-LOWER FLOOR T.O.F-9'-0" S1-LOWER FL NEWT.O.WALL16'-0"(06 10 00.05) PRESSURE TREATED WOOD BLOCKING W/ STAINLESS STEEL FASTENERS(07 60 00.03) SHEET METAL WALL CAP; PROVIDE STIFFENING BEAD AT HEIGHTS OVER 12"(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGID ROOF INSULATION; LAYERS STAGGERED (MIN. R-38)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURAL FRAMING PLANS(08 41 13.A6) ALUMINUM STOREFRONT WINDOW SYSTEM; SEE SPECIFICATIONS)(04 20 00) 12" INSULATED CONCRETE BLOCK(04 20 00.02) FACE BRICK; PROVIDE ALL TIES, WEEPS, AND FLASHING; SEE SPECIFICATIONS(07 21 00.06) 1" RIGID INSULATION 1A50012Sim1A5012Sim1A5011Sim 1A50011Sim(03 30 00.03) 6" CONCRETE SLAB OVER 6" CRUSHEDSTONE; SLAB TYPE "B"171S500Sim4'-0"4'-0"10'-0"2'-0"5'-0" garage addition - 1120exterior(03 30 00.01) #15 FELT PAPER BONDBREAKER.TYPICAL @ ALL WALLS; FOAM BONDBREAKER AT EXTERIOR LOCATIONS(09 91 00.05) PAINT WALLS PERROOM FINISH SCHEDULE(05 21 00.01) STEEL BAR JOIST;SEE STRUCTURAL FRAMINGPLANS(09 91 00.14) PAINT ALL EXPOSEDSTEEL PER ROOM FINISHSCHEDULE (03 30 00.06) CONCRETEFOUNDATION WALL; SEESTRUCTURAL FOR REINFORCING(07 21 00.08) 3" RIGID INSULATION;(2) LAYERS OF 1-1/2" LAYERSSTAGGERED(07 13 00) FOUNDATION WATERPROOFING SYSTEM -COMPLETE WALL AND FOOTING(22 00 00) DRAIN TILE PER PLANS.(31 20 00) GEOTEXTILE FABRICAROUND AGGREGATE FILL(03 30 00.05) CONCRETE FOOTING; SEESTRUCTURAL FOR FOOTING SCHEDULES ANDREINFORCING (04 20 00.14) MASONRY LINTEL. SEE STRUCTURALPLANS AND DETAILSW/ GRADE2'-0" VARIESS1-MAIN FLOOR LEVEL0'-0"S1-LOWER FLOOR-4'-0" 05 S1-LOWER FLOOR T.O.F-9'-0" S1-LOWER FL NEWT.O.WALL16'-0"D.41(06 10 00.05) PRESSURE TREATED WOOD BLOCKING W/ STAINLESS STEEL FASTENERS(07 60 00.03) SHEET METAL WALL CAP; PROVIDE STIFFENING BEAD AT HEIGHTS OVER 12"(07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGID ROOF INSULATION; LAYERS STAGGERED (MIN. R-38)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURAL FRAMING PLANS(04 20 00) 12" INSULATED CONCRETE BLOCK(04 20 00.02) FACE BRICK; PROVIDE ALL TIES, WEEPS, AND FLASHING; SEE SPECIFICATIONS(07 21 00.06) 1" RIGID INSULATION 1A50012Sim 1A50011Sim(03 30 00.03) 6" CONCRETE SLAB OVER 6" CRUSHEDSTONE; SLAB TYPE "B" 8'-8"W/ GRADE3'-4" VARIES(03 30 00.01) #15 FELT PAPER BONDBREAKER.TYPICAL @ ALL WALLS; FOAM BONDBREAKER AT EXTERIOR LOCATIONS 171S500Simgarage addition - 1120exterior (07 21 00) TAPERED RIGID INSULATIONPER ROOF PLAN (07 21 00.08) 3" RIGID INSULATION;(2) LAYERS OF 1-1/2" LAYERSSTAGGERED(07 13 00) FOUNDATION WATERPROOFING SYSTEM -COMPLETE WALL AND FOOTING(22 00 00) DRAIN TILE PER PLANS.(31 20 00) GEOTEXTILE FABRICAROUND AGGREGATE FILL (08 41 13.A6) ALUMINUM STOREFRONT WINDOWSYSTEM; SEE SPECIFICATIONS(04 20 00.14) MASONRY LINTEL. SEE STRUCTURALPLANS AND DETAILS1A5011Sim4'-0"4'-0"12'-0" 1A5012Sim S1-MAIN FLOOR LEVEL0'-0"S1-LOWER FLOOR-4'-0" E3 S1-LOWER FLOOR T.O.F-9'-0" S1-LOWER FL NEWT.O.WALL16'-0"(07 60 00.01) ARCHITECTURAL METAL PANELWALL SYSTEM; SEE SPECIFICATIONS (07 13 00) FOUNDATION WATERPROOFING SYSTEM -COMPLETE WALL AND FOOTING(22 00 00) DRAIN TILE PER PLANS.(31 20 00) GEOTEXTILE FABRICAROUND AGGREGATE FILL (09 51 00.A1) ACOUSTICAL CEILING TILE SYSTEM;24" X 24" (ACT-1)(05 21 00.01) STEEL BAR JOIST; SEE STRUCTURALFRAMING PLANS (03 30 00.13) 12" CONCRETE WALL; SEE DETAILSFOR REINFORCING(04 20 00.10) 12"X8"X16" CMU WALL; PROVIDE ALLREINFORCING AS REQUIRED (07 21 00.07) (2) LAYERS OF 3.3" POLY ISO RIGIDROOF INSULATION; LAYERS STAGGERED (MIN.R-38)MIN8"(06 10 00.05) PRESSURE TREATED WOOD BLOCKING W/ STAINLESS STEEL FASTENERS(07 60 00.03) SHEET METAL WALL CAP; PROVIDE STIFFENING BEAD AT HEIGHTS OVER 12"(07 21 00) TAPERED RIGID INSULATIONPER ROOF PLAN(07 21 00.09) 2" RIGID INSULATION(07 21 00.07) (2) LAYERS OF 3.3"POLY ISO RIGID ROOFINSULATION; LAYERSSTAGGERED (MIN. R-38)(05 30 00.01) METAL ROOF DECKING; SEESTRUCTURAL PLANS -FASTENERS PERSTRUCTURAL DETAILS(07 53 00) EPDM ROOFING MEMBRANE.WRAP OVER TOP OF WALL1A50012Sim 171S500Sim8'-8" 1A5017Sim OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN SHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp N25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:22:41 PM SCALE: 1/2" = 1'-0" 1A405 February 10, 2026Lake Pewaukee Sanitary District BID SET Wall Sections1/2" = 1'-0"1Wall Section - Garage Addition-1 - South 021/2" = 1'-0"2Wall Section - Garage Addition-1 West1/2" = 1'-0"3Wall Section - Garage Addition-1 - West 21/2" = 1'-0"4Wall Section - Garage Addition -2 - East1 Page 43 of 54 2 2 2 CRCRCR 8'-8"8'-0"8'-8"8'-0"8'-0"8'-0"8'-0"8'-6"8'-0"8'-8"8'-0"8'-0" 8'-8"8'-8"8'-0" 8'-8" 8'-0" D-7/9/11RTU unisex121 garage addition - 2118conf / meeting room102reception105waiting101 entry100 mens115womens113break room104shared office108manager office111 existing garage119existing utility room117conference/office112 garage addition - 1120 file room109 scada/office106data116file 2110janitor114corridor107corridor103closet102.1 closet112.1shower113.1shower115.1 A-1AA-1AnOSSnOSSA-1DA-3DE A-1DA-1DA-1DA-1DA-1DA-1DA-1D A-1DA-1AA-1AemA-3AA-3AA-3AA-3DA-3DA-3DA-3DA-3DA-3DA-3DA-3DA-1AA-1AA-3AA-3AA-3AemA-3E A-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2DA-2EA-2EA-4AA-4AA-4AA-4AemA-4AA-4AA-4AA-4AA-4AemA-4A A-6AA-6AA-6AA-6AemA-6AA-6AA-6AA-6AA-6AemA-6A8'-0"8'-0"A-5AA-5AA-5AA-5AA-5AemA-5AA-5AA-5AA-5AA-5AemA-5AA-5AA-5EA-5E A-5AA-7AA-7AemA-7AA-7AA-7AA-7AA-7AA-7AA-7AemA-7AA-7AA-7AA-7AA-8AA-8AA-8AA-8AemA-8AA-8AA-8AA-8AA-8AA-10AA-10AA-10AA-10AemA-10AA-10A A-7EA-10EA-9AemA-9AA-9AA-9AA-11AemA-11AA-11AA-11AA-11AA-11AA-11DA-11EA-9EA-9VLA-11VLA-9AA-11DA-11D A-13G1A-13G1A-13G1A-13G2A-13VL A-14HA-14HemA-14HA-14HA-14H A-14HA-14HA-14HemA-14HA-14HA-14HA-16HA-16HA-16HA-16HA-16HA-16HA-16HemA-16HA-16HA-16HA-16Hem A-16H A-17W1 A-17W1A-15W2A-15W2A-15W2A-15W2A-15W2A-15W2A-15W2 A-15W2A-15W2 A-2ELA-2ELA-1ERH RHA-16E A-16ERH A-9EL A-17W2A-17W2A-17W2 A-17W2A-17W2A-17W2 A-17W1 A-17W1 FOSFOSFOSFOSFOSFOSFOSFOSFOS FOSFOSFOS FOSFOS FOSFOSFOSFOSFOS FOSFOS FOSFOS nOSSnOSSnOSSnOSS nOSS nOSSnOSSnOSSnOSSnOSSnOSS nOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSSnOSS A-13ELNPDM nOSSnOSSNPDMNPDMNPDMNPDMNPDMNPDMNPDMNPDMEMAEMAA-5E RH A-13EL 2'-11 1/2"23'-0"2'-11 1/2"EQEQEQEQA-17DA-17DA-17DA-17DA-17DNPDM$ND2$ND$T$ND$ND NPA$NNPA$N$ND$NDNPA$N$N$T$VSNPA$NNPA$N$NNPA$N$VS$VS$VS$DN$DNNPA$VS$N CEILING MOUNT ELECTRIC REEL DROP 2'-2 5/32" CEILING MOUNT ELECTRIC REEL DROP21'-0" CEILING MOUNT ELECTRIC REEL DROP21'-0" (1)-2" CONDUIT FROM IT HANDHOLE TO DATA 116IT HANDHOLE (1)-2" CONDUIT FOR POWER FROM UTILITY 117 TO ENTRANCE GATE W/ (2) #6 WIRES data116existing utility room117 12'-0"CR(27 00 00.A8) CARD READER POST(03 30 00.02) 4" CONCRETE SLAB OVER 4"CRUSHED STONE; SLAB TYPE "A"1-1/2" CONDUITPOWER FOR VERTICAL PIVOT GATEPOWER FOR VERTICAL PIVOT GATEELECTRIC BOX A-18A-18 A-15LP1A-15LP1A-17LP1A-17LP1 OWNER: PROJECT: PROJECT PROJECT ISSUE DATE: ©2023 Kueny Architects L.L.C. -All Rights Reserved 10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com A 1 2 3 4 1 2 3 4 X B C D X X X A B C D CONSULTANTS REV. / DESCRIPTION DATE REVISIONS KEY PLAN PLAN NORTHSHEET SHEET TITLE: ARCHITECTKueny ArchitectsPhone: (262) 857-8101Address: 10505 Corporate Drive, Suite 100Pleasant Prairie, Wisconsin 53158Architect of Record -Jon P. Wallenkamp N25W27534 Oak StreetPewaukee, WI 53072Volume #2 -LPSD -Lake Facility Site 1 3/9/2026 12:42:00 PM SCALE: As indicated 1E202 February 10, 2026Lake Pewaukee Sanitary District BID SET Lighting Plan & GeneralSite Plan3/16" = 1'-0"1Lighting Plan 3/64" = 1'-0"2Site 1 - Electrical Site Plan A3 Addendum #3 03/02/2026A2 Addendum #2 02/24/2026A1A1 Addendum #4 03/05/2026A1 Addendum #1 02/23/2026 1/2" = 1'-0"3Light Pole Detail Page 44 of 54 Page 45 of 54 Page 46 of 54 Page 47 of 54 Page 48 of 54 Page 49 of 54 Page 50 of 54 Page 51 of 54 Page 52 of 54 March 9, 2026 Lake Pewaukee Sanitary District Project Address: N25W27534 Oak Street (Tax Key No. PWC 0935979001 Facility Information: LPSD Site & Building Plan Review Re: Response to Staff Review Comments The following is Kueny Architects, LLC letter in response to the staff review comments from the letter issued on January 29, 2026. The italics text are your comments with Kueny’s response following in regular bold fonts. KEY ITEM(S): 1. Please make sure that setbacks are consistent throughout all plans, including the setback lines and labeling. It appears setback lines may have been revised, but not the labeling. Note that the front and rear yard setback is 25 -feet. a. See revised sheet 1A101. 2. Please ensure that parking spaces conform to the size requirements of Section 340-8.1A of the Zoning Code. a. Site Plan 1A101 was modified to show 9x20 parking stalls as required to comply with the min required 180 sf. 3. Please ensure that paving meets the minimum paving requirements of Section 340-8.1C.(1) a. See Sheet 1A101 with the paving requirement. 4. Staff recommends that all parking and paved areas be a minimum of ten feet from property lines in accordance with Section 340 -8.1C.(3). a. The existing parking lot will be repaved for maintenance purposes. The new asphalt on the east side will comply with the 10 ft. 5. Is there outdoor storage of vehicles or equipment? If so, please label those areas on the site plan. A . There are no vehicles or equipment being stored outside of the facility. Page 53 of 54 6. Note Section 340 -8.2 requires all vehicle maneuverability to occur onsite and outside of public rights -of-way. a. All vehicles turning radius were confirmed and work inside the paved area of the facility, and will not affect the public rights-of-way. 7. Is any new lighting proposed or just the replacement of existing fixtures only? It is difficult to identify light locations on the Landscape and Lighting Plan. Please clearly show all building and site lighting and label existing or proposed. a. There are 2 existing poles on the north side and 2 new poles on the east side as noted on 1A101 and the new sheet 1E202 8. Please ensure that the proposed lighting is in compliance with Section 340 - 2.10D(6). Note that light poles may not exceed 20 -feet as measured from grade. a. The max height of the light poles is 20 ft as indicated on revised sheet 1A101 and 1E201. 9. Please also provide a photometric plan showing light levels up to the property lines. a. Photometric Plan will be forthcoming. 10. Are lights dimmable? a. Yes. The exterior lights can be dimmed down to 30% at night 11. Please indicate the planting quantities provided for each plant type in the landscape table. a. See revised sheet 1A105. 12. Approval will be conditioned upon final Engineering Department approval of grading, erosion control, utilities, and storm water management plans, which must be obtained prior to any land disturbance. a. Acknowledged Sincerely. Kueny Architects, LLC Jon P. Wallenkamp Principal Page 54 of 54