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PLAN COMMISSION Packet - 10/1/2019CITY OF MUSKEGO PLAN COMMISSION AGENDA 10/01/2019 6:00 PM Muskego City Hall, Council Chambers, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE APPROVAL OF THE MINUTES Approval of the minutes of the September 3, 2019 meeting. CONSENT BUSINESS Resolution PC 056-2019 Approval of a two-lot Certified Survey Map for Kevin Malchine located at Muskego Dam Road & Loomis Drive / Tax Key No. 2295.999.010. Resolution PC 057-2019 Approval of a Building, Site and Operations Plan Amendment for Vintage Grounds located at S74 W16825 Janesville Road / Tax Key No. 2199.999.063. Resolution PC 058-2019 Approval of a two-lot Certified Survey Map for James & Suzanne Blixt located at S101 W13704 Loomis Drive / Tax Key No. 2259.995.003. NEW BUSINESS FOR CONSIDERATION Resolution PC 059-2019 Approval of a Building, Site and Operations Plan Amendment for Bass Bay Brewhouse located at S79 W15851 Aud Mar Drive / Tax Key No. 2217.999.002. Resolution PC 060-2019 Approval of a Building, Site and Operations Plan for Muskego School Apartments, LLC located at S75 W17476 Janesville Road / Tax Key No. 2193.104. PC 061-2019 Conceptual Rezoning for discussion of proposed senior community at the former Tess Corners Elementary School located at W147 S6800 Durham Place / Tax Key No. 2168.961. MISCELLANEOUS BUSINESS ADJOURNMENT NOTICE IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE-STATED MEETING TO GATHER INFORMATION; NO ACTION Packet Page 1 Plan Commission Agenda 2 10/1/2019 6:00:00 PM WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE-STATED MEETING OTHER THAN THE GOVERNMENTAL BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE. ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS SERVICE, CONTACT MUSKEGO COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136. Packet Page 2 UNAPPROVED CITY OF MUSKEGO PLAN COMMISSION MINUTES 09/03/2019 6:00 PM Muskego City Hall, Council Chambers, W182 S8200 Racine Avenue CALL TO ORDER Mayor Chiaverotti Called the meeting to order at 6:00 PM. PLEDGE OF ALLEGIANCE Those present recited the Pledge of Allegiance. ROLL CALL Present: Mayor Chiaverotti, Commissioners Graf, Oliver, Jacques, Buckmaster, Bartlett (present at 6:08) and Planner Trzebiatowski Absent: Alderman Kubacki STATEMENT OF PUBLIC NOTICE The meeting was noticed in accordance with the open meeting laws. APPROVAL OF THE MINUTES Approval of the minutes of the August 6, 2019 meeting. Commissioner Jacques made a motion to approve the minutes of the August 6, 2019 meeting. Commissioner Graf seconded. Motion passed unanimously. CONSENT BUSINESS Resolution PC 052-2019 Approval of an Accessory Structure for Ryan Beeck located at W149 S8275 Harvest Court / Tax Key No. 2214.996.023. Resolution PC 055-2019 Approval of a two-lot Certified Survey Map for Michael Michalski located at S70 W20279 Adrian Drive / Tax Key No. 2179.994.011. Commissioner Buckmaster made a motion to approve the minutes of the August 6, 2019 meeting. Commissioner Jacques seconded. Motion passed unanimously. NEW BUSINESS FOR CONSIDERATION PC 051-2019 Conceptual Plat for discussion of a 38-Lot residential subdivision located at the northwest corner of Priegel Drive and Durham Drive / Tax Key No. 2211.998. Page 1 of 3 Approval of the minutes of the September 3, 2019... Packet Page 3 Plan Commission Minutes 2 9/3/2019 6:00:00 PM There are no approvals for a conceptual discussion. Planner Trzebiatowski provided a synopsis of a conceptual subdivision. Previously a zoning request was proposed for this property but was pulled and never acted upon. The new submittal includes 38-lot subdivision on 38.1 acres for 0.997 units per acre. Low density residential has a maximum density of 0.99 units per acre so staff is recommending the developer add 0.3 acres to development to meet the Comprehensive Plan. Developer would be looking at a Planned Development zoning with RS-2 base district. Municipal services would be extended to this subdivision including sewer and water. Floodplain has been noted and will need to be field verified. Commissioner Buckmaster mentioned that he would not be in favor of wetlands on private property. Applicant mentions that they look to mirror the Planned Development of Aster Hills. Applicant also addressed specific details with separate wetlands and discussions had with the DNR and Army Corps of Engineers. Commissioner Bartlett asked about the direct access for the three lots onto Priegel Drive. The applicant confirmed those lots would have access to Priegel but the City services would be provided from the rear yards. Planner Trzebiatowski said driveway access on those lots would likely be restricted to Priegel Drive. Resolution PC 053-2019 Approval of the sale of Christmas Trees and related items at the property located at the W189 S8747 Racine Avenue; Muskego Center - Piggly Wiggly Parking Lot / Tax Key No. 2192.973 Planner Trzebiatowski explained the proposal for seasonal Christmas Tree sales similar to the seasonal garden sales in the spring. Staff noted in Resolution that the drive aisle must remain full width. Commissioner Jacques made a motion to approve the minutes of the August 6, 2019 meeting. Commissioner Bartlett seconded. Motion passed unanimously. Resolution PC 054-2019 Approval of a Building, Site and Operations Plan Amendment for JP Morgan Chase located at S69 W15612 Janesville Road / Tax Key No. 2172.998. Planner Trzebiatowski detailed the proposal for site modifications including removing/replacing parking area and installing a new garbage enclosure. The paving in right-of-way will be removed and paving moved back to the property line with concrete curb and gutter included. Also noted is roof-mounted lighting that does not meet the City codes relating to full cut-off. The resolution includes the lighting must be fixed or replaced to meet City codes. Finally, the resolution notes that the dumpster enclosure will include cedar plank boards as submitted. Commissioner Graf asked if there is any landscape plan to continue the landscaping from the neighboring property. Planner Trzebiatowski explained there is not a landscaping plan but removing the paving from the right-of-way and restoring the grass is a significant improvement. The applicant mentioned that the site is rather tight relating to vehicle movement so additional landscaping would be difficult for Chase to remove additional paving. Commissioner Jacques made a motion to approve the minutes of the August 6, 2019 meeting. Commissioner Bartlett seconded. Motion passed unanimously. Page 2 of 3 Approval of the minutes of the September 3, 2019... Packet Page 4 Plan Commission Minutes 3 9/3/2019 6:00:00 PM MISCELLANEOUS BUSINESS Nothing at this time. ADJOURNMENT Commissioner Bartlett made a motion to adjourn. Commissioner Jacques seconded. Motion passed unanimously. Respectfully Submitted, Aaron Fahl Associate Planner Page 3 of 3 Approval of the minutes of the September 3, 2019... Packet Page 5 City of Muskego Plan Commission Supplement PC 056-2019 For the meeting of: October 1, 2019 REQUEST: Two (2) Lot Land Division – Certified Survey Map Muskego Dam Road, Loomis Road (STH 36) and Loomis Drive (CTH G) / Tax Key No. 2295.999.010 SW ¼ of Section 34 PETITIONER: Kevin Malchine INTRODUCED: October 1, 2019 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 056-2019 The petitioner is proposing to divide one lot into two lots by Certified Survey Map (CSM). The proposed lots are 13.50 acres and 17.66 acres in size. The property is located along Loomis Road (STH 36), Loomis Drive (CTH G) and Muskego Dam Road. The Plan Commission approved the property to be rezoned to B-4 at the August 6, 2019 Plan Commission meeting. Now the applicant is following through to divide the property for future development. PLAN CONSISTENCY PC 056-2019 Comprehensive Plan: The 2020 Plan depicts the areas for commercial uses. The proposal is consistent with the Plan and no amendments are necessary. Zoning: The property is zoned B-4 – Highway Business District. This zoning requires minimum lot sizes of 30,000 SF and an average lot width of 150’. All lots are also required to have at least 80 feet of frontage on a dedicated right-of-way. Parks and Conservation Plan:The 2017-2021 Plan depicts an area of medium conservation priority on the western portion of this property. As such, said areas will need further review/discussion to determine what type of preservation, if any, is needed in this area. Street System Plan: No dedications are required as part of a rezoning. The proposal is consistent with the Plan. The proposal includes an access easement along the northern edge of the property to provide access for Lot 2 through Lot 1 to Muskego Dam Road. Adopted 208 Sanitary Sewer Service Area: This sites will be serviced with on-site private sewerage systems. The proposal is consistent with the plan. Water Capacity Assessment District: Private water wells will service this future lot. The proposal is consistent with the plan. Stormwater Management Plan: Stormwater management will be reviewed once site development details are provided at a later date. Page 1 of 5 Resolution PC 056-2019 Packet Page 6 DISCUSSION PC 056-2019 Upon initial review of the CSM, the bulk requirements of the code appear to be met. A technical review has been completed with corrections/additions needed prior to the CSM can be signed by the City and recorded. As it related to roadway access, direct access is allowed to Loomis Road (STH 36) and since only one shared access point is allowed along Loomis Drive (CTH G). As is noted above, an access easement is located across the northern portion of Lot 1 to provide access to Muskego Dam Road for Lot 2. Due to this, all State and County access restriction and notes must be placed on the CSM per the review comments. Staff recommends approval subject to meeting all items noted above and all technical corrections received from the Engineering Division. The Resolution is drafted accordingly. STAFF RECOMMENDATION PC 056-2019 Approval of Resolution PC 056-2019 Page 2 of 5 Resolution PC 056-2019 Packet Page 7 MUSKEGOthe City of Area of InterestI05701,140 Feet Agenda Item(s) Properties Zoning Districts Right-of-Way Hydrography Supplemental MapRESOLUTION #PC 056-2019 Kevin MalchineMuskego Dam Road & Loomis Drive JANESVIL L E LOO M I S R D RA C I N E A V DU R H A M WOOD S CO L L E G E Prepared by City of Muskego Planning Department Date: 9/20/2019 Page 3 of 5 Resolution PC 056-2019 Packet Page 8 RESOLUTION #P.C. 056-2019 APPROVAL OF A TWO LOT CERTIFIED SURVEY MAP FOR THE MALCHINE PROPERTY LOCATED AT MUSKEGO DAM ROAD, LOOMIS ROAD & LOOMIS DRIVE / TAX KEY NO. 2295.999.010 WHEREAS, A Certified Survey Map (CSM) was submitted by Kevin Malchine for a two (2) lot land division located at Muskego Dam Road, Loomis Road and Loomis Drive / Tax Key No. 2295.999.010, and WHEREAS, The proposed lots are 13.50 acres and 17.66 acres in size, and WHEREAS, The property is zoned B-4 – Highway Business District and requires minimum lot sizes of 30,000 SF with a minimum average width of 150 feet per lot, and WHEREAS, The 2020 Comprehensive Plan depicts the area for commercial uses and the proposal is consistent with the plan, and WHEREAS, Both lots will be served by private water wells and private on-site sewerage systems, and WHEREAS, Both lots have frontage Loomis Road (STH 36), Loomis Drive (CTH G) and Muskego Dam Road, and WHEREAS, An access easement is located across the northern portion of Lot 1 to provide access to Muskego Dam Road for Lot 2 since no direct access is allowed to Loomis Road (STH 36) and since only one shared access point is allowed along Loomis Drive (CTH G). THEREFORE BE IT RESOLVED, That the Plan Commission approves of a Certified Survey Map submitted by Kevin Malchine for a two (2) lot land division located at Muskego Dam Road, Loomis Road, and Loomis Drive / Tax Key No. 2295.999.010, subject to technical corrections as identified by the City Engineers, and payment of all applicable fees and outstanding assessments if applicable. BE IT FURTHER RESOLVED, The Parks and Conservation Plan identifies medium priority conservation areas on site and said areas will need further review/discussion to determine what type of preservation, if any, is needed in these areas. BE IT FURTHER RESOLVED, All State and County access restriction and notes must be placed on the CSM per the review comments. BE IT FURTHER RESOLVED, All technical corrections from the City will need to be addressed before the Certified Survey Map can be signed and recorded. BE IT FURTHER RESOLVED, A digital file of this CSM shall be submitted to the City in accordance with Common Council Ordinance No. 1118 and Resolution 196-2002. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: October 1, 2019 ATTEST: Adam Trzebiatowski AICP, Planning Manager Page 4 of 5 Resolution PC 056-2019 Packet Page 9 Page 5 of 5 Resolution PC 056-2019 Packet Page 10 City of Muskego Plan Commission Supplement PC 057-2019 For the meeting of: October 1, 2019 REQUEST: Building, Site and Operation Plan Amendment (BSO) for Vintage Grounds Tax Key No. 2199.999.063 / S74 W16825 Janesville Road NW ¼ of Section 10 PETITIONER: Erin Zielinski INTRODUCED: October 1, 2019 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 057-2019 Vintage Grounds is seeking a Building, Site and Operation (BSO) Plan amendment for their recently opened coffee shop also serving sandwiches and alcohol, located on the southwest corner of Janesville Road and Parkland Drive. This is in the space that formerly housed Lucky’s Cup. CONSISTENCY WITH ADOPTED PLANS 057-2019 Comprehensive Plan: The 2020 Plan depicts the property as Commercial uses. This proposal is consistent with the plan. Zoning: The property is zoned B-4 – Highway Business District and the proposed amendments are consistent with the code. STAFF DISCUSSION PC 057-2019 As is noted above, Vintage Grounds recently opened in the space that formerly housed Lucky’s Cup coffee shop. As part of the new business opening in this location, the applicant now wants to add outdoor seating area. The outdoor seating area includes two to three outdoor tables and chairs immediately outside of the coffee shop right next to the building in addition to a picnic table in the peninsula at the end of the parking stalls. The previous tenant utilized the outdoor tables without a BSO amendment, but this tenant is taking the proper steps to have the outdoor seating formally approved. There were never any complaints or concerns brought to the attention of City Staff regarding the outdoor seating. The resolution states that any of the outdoor seating must not interfere with and public access along the sidewalk and cannot interfere with any ADA passageways. Aside from new signage that will require staff review, there are no other exterior changes to the building proposed. Overall, staff feels this outdoor seating area and elevation improvement should be a nice addition to this property. STAFF RECOMMENDATION PC 057-2019 Approval of Resolution PC 057-2019 Page 1 of 7 Resolution PC 057-2019 Packet Page 11 MUSKEGOthe City of Area of InterestI0160320 Feet Agenda Item(s) Properties Zoning Districts Right-of-Way Hydrography Supplemental MapRESOLUTION #PC 057-2019 Vintage GroundsS74 W16825 Janesville Road JANESVIL L E LOO M I S R D RA C I N E A V DU R H A M WOOD S CO L L E G E Prepared by City of Muskego Planning Department Date: 9/20/2019 Page 2 of 7 Resolution PC 057-2019 Packet Page 12 RESOLUTION #P.C. 057-2019 APPROVAL OF A BUILDING SITE AND OPERATION PLAN AMENDMENT FOR VINTAGE GROUNDS LOCATED IN THE NW ¼ OF SECTION 10 (TAX KEY NO. 2199.999.063 / S74 W16825 JANESVILLE ROAD) WHEREAS, A submittal was received for a Building, Site and Operation (BSO) Plan amendment for Vintage Grounds located at S74 W16825 Janesville Road / Tax Key No. 2199.999.063, and WHEREAS, The petitioner is proposing to add an outdoor seating area to the recently opened coffee shop, and WHEREAS, The outdoor seating area will include two to three tables immediately adjacent to the storefront and a picnic table or two on the peninsula at the end of the row of parking stalls, and WHEREAS, A new sign has been identified on the north and east sides of the building that will be reviewed by City staff, and WHEREAS, No new lighting has been proposed at this time. THEREFORE BE IT RESOLVED, The Plan Commission approves of an amended Building, Site and Operation Plan amendment for Vintage Grounds at S74 W16825 Janesville Road / Tax Key No. 2199.999.063. BE IT FURTHER RESOLVED, Any of the outdoor seating must not interfere with and public access along the sidewalk and cannot interfere with any ADA passageways. BE IT FURTHER RESOLVED, Any new/altered exterior lighting will need approvals from the Planning Division before any lighting changes can be made and all City required lighting specs must be met, include all fixtures being full cut-off with zero degree tilt. BE IT FURTHER RESOLVED, Any signage (temporary or permanent) will require further review for compliance with City sign code regulations and shopping center signage master plan and permit approvals. BE IT FURTHER RESOLVED, A copy of said plans must be kept on file and that all aspects of this plan shall be maintained in perpetuity unless otherwise authorized by the Plan Commission. BE IT FURTHER RESOLVED, Failure to comply with the approval contained in this resolution shall result in the imposition of fines of $100 per day, the initiation of legal action, or both. Plan Commission City of Muskego Adopted: Denied: Deferred: Introduced: October 1, 2019 ATTEST: Adam Trzebiatowski, Planning Manager Page 3 of 7 Resolution PC 057-2019 Packet Page 13 Page 4 of 7 Resolution PC 057-2019 Packet Page 14 Page 5 of 7 Resolution PC 057-2019 Packet Page 15 Page 6 of 7 Resolution PC 057-2019 Packet Page 16 Page 7 of 7 Resolution PC 057-2019 Packet Page 17 City of Muskego Plan Commission Supplement PC 058-2019 For the meeting of: October 1, 2019 REQUEST: Two (2) Lot Land Division – Certified Survey Map Loomis Drive – Tax Key No. 2259.995.003 SW ¼ of Section 25 PETITIONER: James & Suzanne Blixt INTRODUCED: October 1, 2019 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 058-2019 The petitioner is proposing to divide one lot into two lots by Certified Survey Map (CSM). The proposed lots are approximately 2.75 acres and 4.6 acres in size. The property is located along Loomis Drive approximately ¼ mile west of Champions Drive. The same Certified Survey Map was brought before the Plan Commission roughly ten years ago, but was never completed or recorded. At this time the applicant is pursuing the land division again. PLAN CONSISTENCY PC 058-2019 Comprehensive Plan: The 2020 Plan depicts the areas for commercial uses with rural density residential uses being acceptable when commercial uses are not present. The proposal is consistent with the Plan. Zoning: The property is zoned A-1 – Agricultural District. This zoning requires minimum lot sizes of 120,000 SF and an average lot width of 300’. All lots are also required to have at least 80 feet of frontage on a dedicated right-of-way. Parks and Conservation Plan:The 2017-2021 Plan depicts an area of medium conservation priority along the northern portion of this property. Since these areas are identified as wetlands, they will already be protected via City and State regulations. Street System Plan: Loomis Drive right-of-way is proposed to be dedicated with the recording of the Certified Survey Map. The technical review will determine appropriate width of the right-of-way needed for dedication to be consistent with the Plan. Adopted 208 Sanitary Sewer Service Area: The current home is serviced with municipal sanitary sewer and the new lot will also have to be serviced the same. The proposal is consistent with the plan. Water Capacity Assessment A private water wells will service each of these lots. The proposal is Page 1 of 5 Resolution PC 058-2019 Packet Page 18 District:consistent with the plan. Stormwater Management Plan: Stormwater management will be reviewed as part of the technical review of this proposal. DISCUSSION PC 058-2019 Upon initial review of the CSM, the bulk requirements of the code appear to be met. A technical review has been completed with minor corrections/additions needed prior to the CSM can be signed by the City and recorded. Staff recommends approval subject to meeting all items noted above and all technical corrections received from the Engineering Division. The Resolution is drafted accordingly. STAFF RECOMMENDATION PC 058-2019 Approval of Resolution PC 058-2019 Page 2 of 5 Resolution PC 058-2019 Packet Page 19 MUSKEGOthe City of Area of InterestI0290580 Feet Agenda Item(s) Properties Zoning Districts Right-of-Way Hydrography Supplemental MapRESOLUTION #PC 058-2019 James & Suzanne BlixtS101 W13704 Loomis Drive JANESVIL L E LOO M I S R D RA C I N E A V DU R H A M WOOD S CO L L E G E Prepared by City of Muskego Planning Department Date: 9/20/2019 Page 3 of 5 Resolution PC 058-2019 Packet Page 20 RESOLUTION #P.C. 058-2019 APPROVAL OF A TWO LOT CERTIFIED SURVEY MAP FOR THE BLIXT PROPERTY LOCATED ALONG LOOMIS DRIVE / TAX KEY NO. 2259.995.003 WHEREAS, A Certified Survey Map (CSM) was submitted by James and Suzanne Blixt for a two (2) lot land division located along Loomis Drive / Tax Key No. 2259.995.003, and WHEREAS, The proposed lots are approximately 2.75 acres and 4.60 acres in size, and WHEREAS, The property is zoned A-1 Agricultural District and requires minimum lot sizes of 120,000 SF with a minimum average width of 300 feet per lot, and WHEREAS, The 2020 Comprehensive Plan depicts the area for commercial uses, with rural density residential uses being acceptable when commercial uses are not present, and the proposal is consistent with the plan, and WHEREAS, Both lots will be served by private water wells and municipal sanitary sewer will serve both lots, and WHEREAS, Both lots have frontage and access to Loomis Drive. THEREFORE BE IT RESOLVED, That the Plan Commission approves of a Certified Survey Map submitted by James & Suzanne Blixt for a two (2) lot land division located along Loomis Drive / Tax Key No. 2259.995.003, subject to technical corrections as identified by the City Engineers, and payment of all applicable fees and outstanding assessments if applicable. BE IT FURTHER RESOLVED, All technical corrections from the City will need to be addressed before the Certified Survey Map can be signed and recorded. BE IT FURTHER RESOLVED, A digital file of this CSM shall be submitted to the City in accordance with Common Council Ordinance No. 1118 and Resolution 196-2002. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: October 1, 2019 ATTEST: Adam Trzebiatowski AICP, Planning Manager Page 4 of 5 Resolution PC 058-2019 Packet Page 21 Page 5 of 5 Resolution PC 058-2019 Packet Page 22 City of Muskego Plan Commission Supplement PC 059-2019 For the meeting of: October 1, 2019 REQUEST: Approval of a Building, Site, and Operation Plan Amendment for Bass Bay Brewhouse – Accessory Structure Tax Key No. 2217.999.002 / S79 W15851 Aud Mar Drive NE ¼ of Section 15 PETITIONER: Ryan Oschmann INTRODUCED: October 1, 2019 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 059-2019 The petitioner has submitted a request for approval of a Building, Site, and Operation (BSO) Plan amendment for Bass Bay Brewhouse/Aud Mar Banquet Hall. The request is to add a roofed structure over the outdoor bar area. The structure would be an open gazebo/pergola with a galvanized metal roof. PLAN CONSISTENCY PC 059-2019 Comprehensive Plan:The 2020 Plan depicts this property for medium density residential uses. The proposal is consistent with the Plan as the current use is already existing and approved for this site. Zoning: The property is currently zoned BL-2 – Lakeshore Business District. The site already contains a CUG that allows the commercial use to occur. Stormwater Management Plan: Stormwater management needs, if any, will need to be reviewed by Engineering staff at the time of permit submittal. DISCUSSION PC 059-2019 As is noted above, Bass Bay Brewhouse is proposing to add an outdoor gazebo/pergola to cover the existing outdoor bar area on the lake side of the property. The gazebo is 22’ x 20’ in size on the existing concrete patio that was approved at the June 2019 Plan Commission meeting. As proposed, the gazebo/pergola will be a wood structure with a galvanized metal roof. Additionally, two fire pits are shown in proximity to the gazebo/pergola. Per City Code, unless these are gas fire pits, which are exempt, the fire pits must be ten feet from any combustible materials, which would include the gazebo/pergola. Two other projects have recently been completed that the applicant is looking to have approved by the Plan Commission. First, there was a roofed, but open air, outdoor seating area that was located immediately adjacent to the lake side of the building. This area has recently been adjusted to include walls and windows and is now enclosed as indoor seating. Second, the previously Plan Commission approved patio was originally noted to be partially concrete and the crushed granite. During installation this area was adjusted and poured with concrete as the surface for the entire patio. When storm water considerations were reviewed during permitting, the crushed granite was considered hard surface, so there are no concerns as related to storm water regulations. A Building Permit is needed for the new gazebo/pergola covering the bar before the structure can be built and inspected. Also, a Building Permit and proper inspections are needed for the enclosed seating area, immediately adjacent to the building on the lake side of the property, before this areas should be used/occupied for seating of customers. Page 1 of 10 Resolution PC 059-2019 Packet Page 23 There is no newly proposed lighting or signage proposed at this time. Any new/altered lighting and/or signage will require separate permits and/or review by the City. STAFF RECOMMENDATION PC 059-2019 Approval of Resolution PC 059-2019 Page 2 of 10 Resolution PC 059-2019 Packet Page 24 MUSKEGOthe City of Area of InterestI0260520 Feet Agenda Item(s) Properties Zoning Districts Right-of-Way Hydrography Supplemental MapRESOLUTION #PC 059-2019 Bass Bay BrewhouseS79 W15851 Aud Mar Drive JANESVIL L E LOO M I S R D RA C I N E A V DU R H A M WOOD S CO L L E G E Prepared by City of Muskego Planning Department Date: 9/20/2019 Page 3 of 10 Resolution PC 059-2019 Packet Page 25 RESOLUTION #P.C. 059-2019 APPROVAL OF A BUILDING SITE AND OPERATION PLAN AMENDMENT FOR BASS BAY BREWHOUSE LOCATED IN THE NE ¼ OF SECTION 15 (TAX KEY NO. 2217.999.002 / S79 W15851 AUD MAR DRIVE) WHEREAS, A submittal was received for a Building, Site and Operation (BSO) Plan amendment for Bass Bay Brewhouse located in the NE ¼ of Section 15 (Tax Key No. 2217.999.002 / S79 W15851 Aud Mar Drive), and WHEREAS, The petitioner is proposing to add a gazebo/pergola covering the bar on the lake side of the property on the newly installed patio area, and WHEREAS, The 22’ x 20’ gazebo/pergola will be wood-framed construction with only corner posts and a galvanized metal roof, and WHEREAS, Two fire pits are shown in proximity to the gazebo, which must adhere to the City of Muskego Fire Prevention Codes, and WHEREAS, An area of covered outdoor seating immediately adjacent to the building (on the lake side of the structure) has been recently enclosed and converted to indoor seating area, and WHEREAS, The entire patio area has been finished with a concrete surface without the crushed granite as was previously approved, and WHEREAS, No new signage or new lighting is proposed at this time, and WHEREAS, The property is zoned BL-2 – Lakeshore Business District with a Conditional Use Grant (CUG) and the gazebo is considered an accessory structure, which is allowed subject to Plan Commission approval. THEREFORE BE IT RESOLVED, That the Plan Commission approves a Building, Site and Operation Plan amendment for Bass Bay Brewhouse located in the NE ¼ of Section 15 (Tax Key No. 2217.999.002 / S79 W15851 Aud Mar Drive). BE IT FURTHER RESOLVED, A Building Permit is needed for the new gazebo/pergola covering the bar before the structure can be built and inspected. BE IT FURTHER RESOLVED, A Building Permit and proper inspections are needed for the enclosed seating area, immediately adjacent to the building on the lake side of the property, before this areas should be used/occupied for seating of customers. BE IT FURTHER RESOLVED, Any new signage or lighting will require separate permits before any new signs and/or lights can be installed. BE IT FURTHER RESOLVED, That a copy of said plans be kept on file in the Building Department and that all aspects of this plan shall be maintained in perpetuity unless otherwise authorized by the Plan Commission. BE IT FURTHER RESOLVED, That failure to comply with the approval contained in this resolution shall result in the imposition of fines of $100 per day, the initiation of legal action, or both. Plan Commission City of Muskego Adopted: Defeated: Deferred: Page 4 of 10 Resolution PC 059-2019 Packet Page 26 Introduced: October 1, 2019 ATTEST: Adam Trzebiatowski, Planning Manager Page 5 of 10 Resolution PC 059-2019 Packet Page 27 SI T E P L A N SP1.0 6&$/( 6,7(3/$1 259 South Street, Suite B WAUKESHA, WI 53186 p: 833-380-6180 e: jdb@thrive-architects.com Sheet Title Revisions Sheet No. No.Date Description Permit Set09-10-19 Architect S79 W15851 Aud Mar Drive Muskego, WI 53150 New Gazebo Site Improvement Project Info.19053 BASS BAY BREWHOUSE Structural Input09-17-19 6,7('(7$,/6 727$/6,7(6) 3529,'(' *5((163$&( 6) ,03(59,286 6) 3$5.,1* 67$//6 127((;,67,1*12&+$1*('$7$3529,'(')255()(5(1&( '5$:,1*/(*(1' &,7<$33529(' )8785(%8,/',1* &586+('*5$1,7( &21&5(7( 6&$/( (1/$5*('6,7(3/$1 Page 6 of 10 Resolution PC 059-2019 Packet Page 28 ȭ ȭ ȭ ȭ $ 3/ $ 1 6 259 South Street, Suite B WAUKESHA, WI 53186 p: 833-380-6180 e: jdb@thrive-architects.com Sheet Title Revisions Sheet No. No.Date Description Permit Set09-10-19 Architect S79 W15851 Aud Mar Drive Muskego, WI 53150 New Gazebo Site Improvement Project Info.19053 BASS BAY BREWHOUSE Structural Input09-17-19 6&$/( )/2253/$1 6&$/( )5$0,1*3/$1 6&$/( 522)3/$1 Page 7 of 10 Resolution PC 059-2019 Packet Page 29 ȭ ȭ ȭ ȭ ȭ ȭȭ $ %8 , / ' , 1 * ( / ( 9 $ 7 , 2 1 6 $1 ' 6 ( & 7 , 2 1 6 259 South Street, Suite B WAUKESHA, WI 53186 p: 833-380-6180 e: jdb@thrive-architects.com Sheet Title Revisions Sheet No. No.Date Description Permit Set09-10-19 Architect S79 W15851 Aud Mar Drive Muskego, WI 53150 New Gazebo Site Improvement Project Info.19053 BASS BAY BREWHOUSE Structural Input09-17-19 6&$/( 6287+(/(9$7,21 6&$/( :(67(/(9$7,21 6&$/( ($67(/(9$7,21 6&$/( 1257+(/(9$7,21 6&$/( %8,/',1*6(&7,21 6&$/( %2/7'(7$,/#326772%($0 Page 8 of 10 Resolution PC 059-2019 Packet Page 30 Page 9 of 10 Resolution PC 059-2019 Packet Page 31 Page 10 of 10 Resolution PC 059-2019 Packet Page 32 City of Muskego Plan Commission Supplement PC 060-2019 For the meeting of: October 1, 2019 REQUEST: Building, Site and Operation Plan for Muskego School Apartments S75 W17476 Janesville Road / Tax Key No. 2193.104 NE ¼ & SE ¼ of Section 9 PETITIONER: Muskego School Apartments, LLC INTRODUCED: October 1, 2019 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 060-2019 Muskego School Apartments, LLC has submitted a Building, Site and Operation Plan for the planned development located on the former Muskego Elementary School property along Janesville Road. The Planned Development zoning district for this development was approved by Council Ordinance #1425 on December 11, 2018. The plan includes the reuse of the former school building as 22-units (10 one- bedroom units and 12 two-bedroom units) and the addition of two townhouse buildings containing a total of eighteen units with three bedrooms in each (eight units in one building and ten units in the other building). There would also be four detached garage structures built on site. PLAN CONSISTENCY PC 060-2019 Comprehensive Plan:A Comprehensive Plan Amendment was requested and granted, via Ordinance #1425, which allows for high density residential uses (>3 units/acre) on this site. The proposal consists of 40 total units with an overall density of 7.2 units per acre, when accounting for proper right-of- way, which correlates to 6.5 when not accounting for right-of-way. The proposed densities are within the guidelines of the 2020 Plan and the past rezoning approval. Zoning: A rezoning to a Planned Development (PD) District was approved by the Common Council in December 2018 (Ordinance #1425). The proposal herein substantially matches the rezoning proposal. Parks and Conservation Plan The Parks and Conservation Plan does not show any park land on this site. The proposal is consistent with the Plan. Adopted 208 Sanitary Sewer Service Area: The property will be serviced with municipal sewer. The proposal is consistent with the Plan. Water Capacity Assessment District: The property will be serviced with municipal water. A water main extension will need to occur by the developer. The proposal is consistent with the Plan. Stormwater Management Plan: The site will contain its own stormwater management feature(s). The stormwater features will be reviewed by Engineering for compliance with all applicable codes and agencies. The proposal is consistent with the Plan. DISCUSSION PC 060-2019 Page 1 of 24 Resolution PC 060-2019 Packet Page 33 As stated above, the proposal is to begin fulfilling the planned development approvals for Muskego School Apartments, LLC. The site is located along Janesville Road between Park Drive and Michi Drive. The development consists of redeveloping the existing school building into 22 apartments along with a new 10-unit and new 8-unit rowhouse-style apartment/townhouse building built along Michi Drive. The BSO is covering all details relating to the overall site and the architecture of all buildings on site. The existing building formerly was the home of Muskego Elementary School, which will now include 22 units with ten one-bedroom units and twelve two-bedroom units. All eighteen townhouse units will be three-bedroom apartments for a total of 40 apartment units on the overall site. Site Plan/Access: The site plan layout indicates no changes to the location of the existing school building will be occurring and two apartment/townhouse buildings will be built/located toward the rear of the property along Michi Drive. The ten-unit townhouse building is south of the eight-unit townhouse building. Access to the site is currently proposed with two separate access points on Michi Drive, one at each end. Michi Drive intersects Janesville Road immediately adjacent to this site and since Janesville Road is under Waukesha County jurisdiction, any changes to that intersection must be reviewed by Waukesha County. The existing access points that are no longer going to be used along Janesville Road, Park Drive and Michi Drive must be completely removed and restored, include the adjustment to the curb along Janesville Road. A looped private driveway between the Michi Drive access points is provided. All of the covered garages and surface parking spaces (discussed further below) will have direct access to this internal looped driveway. A standard vertical-faced concrete curb and gutter are proposed at each of the access points and around the surface parking areas. The western edge of the private drive is shown with a mountable curb and gutter to allow for driving access to the parking garages. Along the southern edge and western edge nearest the existing building a raised sidewalk is proposed. Staff recommends the use of the mountable curb on the eastern edge of the driveway, similar to the western side of the private drive. This will be to help clearly identify and separate the main driveway from the driveways leading to the attached garages and will help keep the same aesthetic throughout the entire site. Relating to the location of the buildings, the two townhouse buildings have a 41 foot setback from Michi Drive which meets the standards of the RM-1 Zoning District that the Planned Development is based upon. All of the buildings are shown connected via a network of concrete sidewalks. This network of sidewalks also connects to the sidewalk along Janesville Road. Sidewalks have never been constructed along Michi Drive so there is not a network to connect to toward the east. The site plans shown an open space area and a playground on the southeast portion of the site. Parking: Each of the eighteen townhouses units will have an attached one-stall garage. Four multi-unit detached garage structures are proposed with one having eight-stalls, two having ten-stalls and one having twelve- stalls for a total of 58 enclosed parking stalls (18 attached and 40 detached). The Zoning Code typically looks to have 2 enclosed stalls per unit for multi-family uses, along with additional guest parking. That would mean that this site would need 80 enclosed stalls for residents plus guest parking. This development is short of that by 22 stalls plus no guest parking. As it relates to additional parking, 20 surface parking stalls are also shown near the school building on the plans. This leaves the overall development with 78 proposed parking spaces, which equates to 1.95 stalls per unit. Since each attached garage has a driveway leading to it, this provides an additional 18 stalls in front of each attached garages. This brings the total onsite parking to 96 spaces, which equates to 2.4 stalls per unit. The total number of total parking spaces barely meets the typical minimum number of enclosed spaces. Page 2 of 24 Resolution PC 060-2019 Packet Page 34 In the past, the City has given some leeway on the total number of parking stalls needed per unit, typically when single bedroom and two bedroom complexes are being developed. However, with ten of the units being one-bedrooms, twelve of the units being two-bedrooms, and eighteen units having three-bedrooms, staff believes more parking must be provided for residents and visitors. A recent approval allocated one parking stall per one-bedroom and two parking stalls per two-bedroom unit along with 0.7 stalls per unit for surface parking. Using the same method of one stall per one-bedroom unit and two stalls for the two and three-bedroom units, plus 0.7 stalls for visitor parking would mean this project needs 98 parking stalls, 70 of which would be enclosed. The difference in this project, as compared to others, is the three- bedroom units and the lack of basement space to be used as storage. Since the plans do not show the units having basements, the garages for some units may become used for storage. Based on the parking info above, the Plan Commission should discuss if additional parking is needed. One option might be to set the detached garages back from the private roadway an additional 10-12 feet, which would provide up to 40 additional surface parking space in front of those garage stalls. This then brings the parking space count up to 136 spaces. There also could be the option of adding additional detached garage spaces to add more enclosed parking spaces. The developer may also want to discuss at the meeting what they expect their parking need to be for each unit type. Architecture: The exterior of the former Muskego Elementary School will remain substantially the same and will be cleaned and repaired with a few minor changes, include the reinstallation of some former windows and the addition of a small canopy over the back door. Otherwise, the exterior of the existing building will remain. The design of the townhouses are intended to have a rowhouse appearance. Each of the buildings will be two-stories tall with gable rooftops mixing in some dormers to provide breaks in the roofline. The overall height of each of the buildings will be 25’ 9” which meets the height restrictions of the City code. Along Michi Drive, which is the front side of the townhomes, each unit is shown with individual entrances with a small covered porch to add depth and further the rowhouse type architecture. Additional depth is shown at each entry where both the first and second floor protrude one foot from the remainder of the building. The exterior of the townhouses is proposed as a mixture of masonry and vinyl siding. A brick veneer exterior covers the entire first floor along the street side and ends of the residential buildings in addition to alternating accents of brick above the entry door features. The remainder of the building front is shown with a mixture of horizontal lap, vertical board and batten, and shake vinyl siding in an alternating pattern of earth tone colors. Final colors selections need to be provided before building permits can be issued. Both the attached garages are proposed with a band of masonry to match the first floor of the residential buildings and vinyl horizontal lap siding with the vinyl shake siding covering the gables. The total masonry calculation on all four elevations of both the eight-unit and the ten-unit building is 54% for average masonry. Each of the four elevations of both buildings is at least 50% masonry (varying between 50% and 60%). The City’s design guides typically look for about 50% masonry, but the overall quality of the design and material usage is just as important. Although the masonry calculations meet the desired limits, the remainder of the buildings are vinyl siding. However the mixture of vertical, horizontal and shake vinyl siding in alternating earth-tone colors along with the gables help with the overall lack of depth across the front façade. The detached garages are proposed with a band of masonry to match the first floor of the residential buildings and vinyl horizontal lap siding with the vinyl shake siding covering the gables. The back sides of the garages are fairly plain and lack any type of depth or character. This is especially a concern for the garage that has its back facing Michi Drive. Due to these long walls with no notable features and lack of character, the back sides of all detached garages need to have some dormers and other features added to provide more character and design to these buildings. They need to have four-sided architecture, which they currently lack. This is also a concern for the detached garages along the west side of the site since the existing tree buffer that is present is mostly, if not fully, deciduous trees, which in the colder month with contain no leaf cover and will not adequately screen from surrounding neighbors properties. Page 3 of 24 Resolution PC 060-2019 Packet Page 35 Lighting: A photometric plan has been submitted along with specifications of the light fixtures to be used throughout the site. All lighting needs to meet the code requirements, including all fixtures being full cut- off and zero degree tilt. Any freestanding lights cannot have a concrete base that exceeds 6 inches above grade. Also, pole height will need to be reviewed by the City. A final photometric plan and final lighting details will be required before any building permits can be issued. Signage: A conceptual monument sign is identified with a landscaping bed near Janesville Road. The overall height of the sign is 6’ 8” with a width of 9’ including a masonry column along the side of the sign. The sign area is just under 27 square feet. All signage, including the one conceptually shown, will require separate sign permits when the sign design is finalized. Fire Department: The Fire Department needs to review the development plan before any permit can be issued. As such, the resolution states that the final site layout is subject to Fire Department review and approval. Refuse/Mechanicals: Trash and recycling storage will occur within two dumpster enclosures along the west side of the private driveway. The dumpster enclosures are proposed as split-faced block painted with an aluminum cap and composite vertical boards on the doors to fully screen the dumpsters. The color of the garbage enclosure must match the color of the structures that they are located closest to. No specific details have been provided relating to any mechanical (HVAC, transformer, etc.) units either on the ground or the roofs other than basic notes of some ground mounted features. Since there are not formal details provided relating to exterior/site/building mechanical/devices (HVAC units, transformers, etc.), full details will need to be provided relating to the location and size of all exterior mechanical (HVAC units, transformers, etc.) and all such units will need to be fully screened from all surrounding views. All screening of exterior/site/building mechanical/devices (HVAC units, transformers, etc.; including on/around the existing school building and around the new townhomes) will need to be approved by the City before any building permits can be issued and the screening should be incorporated into the design building buildings and/or site where possible. Landscaping: Some basic landscape plans are included as part of the submittal. There are a mixture of trees, shrubs and perennials on portions of the site. The landscape plans are subject to formal review by the City Forester before building permits can be issued. Preliminary comments indicate additional landscaping is going to be required on the backs of the garages, buffering outdoor parking areas, along the base of the former school building and anywhere else deemed necessary by the City Forester and Planning staff. Utilities: The property will be serviced with municipal sewer and water. A water main extension will need to occur as part of the development of this site. Full engineering review will need to occur as this project proceeds further and a developer’s agreement will be required along with a Letter of Credit or Bond for the public utility extension(s). Storm water management is proposed on site to the north of the former school building and Engineering review will be needed to ensure the facilities are sized properly for this full development. Other: All BSO approvals are valid for two years. If all buildings are not started by that time, re-approvals will be required. If any phasing is going to occur as part of the development of this site, details of said phasing must be provided before any permits can be issued. The following are also part of the Plan Commission resolution: BE IT FURTHER RESOLVED, That no outdoor storage, other than daily driven vehicles, is allowed on the apartment property outside of the garbage enclosures (including but not limited to dumpsters, recycle bins, boats, trailers, campers, junk/wrecked vehicles, etc.).Page 4 of 24 Resolution PC 060-2019 Packet Page 36 BE IT FURTHER RESOLVED, That all bollards must be colored to match the colors of the principal structures. BE IT FURTHER RESOLVED, That any new handicap signs be placed permanently in the ground or mounted to the building. STAFF RECOMMENDATION PC 060-2019 Approval of Resolution PC 060-2019, subject to the discussion of the noted items above. Page 5 of 24 Resolution PC 060-2019 Packet Page 37 MUSKEGOthe City of Area of InterestI0425850 Feet Agenda Item(s) Properties Zoning Districts Right-of-Way Hydrography Supplemental MapRESOLUTION #PC 060-2019 Muskego School Apartments, LLCS75 W17476 Janesville Road JANESVIL L E LOO M I S R D RA C I N E A V DU R H A M WOOD S CO L L E G E Prepared by City of Muskego Planning Department Date: 9/20/2019 Page 6 of 24 Resolution PC 060-2019 Packet Page 38 RESOLUTION #P.C.060-2019 APPROVAL OF A BUILDING, SITE AND OPERATION PLAN FOR THE MUSKEGO SCHOOL APARTMENTS LOCATED IN THE NE ¼ & SE ¼ OF SECTION 9 (S75 W17476 JANESVILLE ROAD / TAX KEY NO. 2193.104) WHEREAS, Plans were submitted by Muskego School Apartments, LLC for a Building, Site and Operation Plan (BSO) for the Muskego School Apartment development located in the NE ¼ and SE ¼ of Section 9 (S75 W17476 Janesville Road / Tax Key No. 2193.104), and WHEREAS, The Planned Development (PD) zoning district for this development was approved by the Council Ordinance #1425 on December 11, 2018, and WHEREAS, Council Ordinance #1425 also amended the 2020 Comprehensive Plan land use designation to high density residential uses and the proposal is consistent with the approved amendment, and WHEREAS, The PD district approved a development including a 22-unit redevelopment of the old Muskego Elementary School and two townhouse buildings containing a total of eighteen units, and WHEREAS, This BSO approval includes plans for the overall site, two townhouse/apartment buildings (eight-unit and ten-unit; with all units containing three-bedrooms) and redevelopment of the Muskego Elementary School in to 22-units, which is consistent with the rezoning approval, and WHEREAS, Within the redeveloped school there will be ten one-bedroom units and twelve two-bedroom units, and WHEREAS, The townhouse buildings are proposed along Michi Drive with a 41 foot setback, with no changes are proposed to the footprint of the redeveloped school building, and WHEREAS, The site plan layout locates the two townhouse buildings and a twelve-stall detached garage along Michi Drive with the three other garages (one eight-stall and two ten-stall) located along the western side of the private internal driveway, and WHEREAS, Access to the site is proposed with two access points off of Michi Drive (one existing and one new) with all other existing access points being removed and restored, and WHEREAS, The driveway through the interior of the development will be private, and WHEREAS, Parking on the site is provided with enclosed detached and attached garages (58 enclosed stalls) and outdoor surface parking (20 stalls), which equates to 1.95 stalls per unit, and WHEREAS, Each of the townhouses has one attached stall with other enclosed parking spaces available in the adjacent detached garages, and WHEREAS, There is enough driveway space in front of each attached garage stall that can be utilized for an additional parking space for residents and/or visitor, which brings the total parking count to 96 spaces, which equates to 2.4 stalls per unit, and WHEREAS, The Zoning Code typically requires 2 enclosed stalls per unit plus additional visitor parking and this proposal does not currently meet the typical requirement, and WHEREAS, The exterior parking stall sizes meet the current code requirements of 10’ x 20’ per the parking stall, and WHEREAS, The design of the apartment buildings are intended to have a rowhouse appearance, and WHEREAS, The townhouse buildings will be two-stories tall with gable rooftops mixing in some dormers Page 7 of 24 Resolution PC 060-2019 Packet Page 39 to provide breaks in the roofline, and WHEREAS, Each townhouse building has an overall peak height of 25’ 9”, which is well within the allowable height per the Zoning Code, and WHEREAS, The proposed materials of the townhouse buildings include masonry (brick veneers) along with an alternating mixture of horizontal, vertical and shake vinyl siding, and WHEREAS, The exterior of the former Muskego Elementary School will remain substantially the same and will be cleaned and repaired with a few minor changes, include the reinstallation of some former windows and the addition of a small canopy over the back door, and WHEREAS, The submitted renderings show the colors that are being proposed on the buildings and the color palette works well together and should fit well within the neighborhood, and WHEREAS, The total average masonry calculation on all four elevations of the ten-unit and eight-unit building is 54% (varying between 50% and 60%), and WHEREAS, The City’s design guides typically look for about 50% masonry, but the overall quality of the design and material usage is just as important, and WHEREAS, A photometric plan with lighting specifics has been submitted and the light levels meet the current code requirements, and WHEREAS, A conceptual monument sign is shown in the submittal being 6’ 8” in height and 9’ in width that appears to meet the current code requirements, and WHEREAS, Trash and recycling storage will occur within two separate enclosures located along the western side of the private driveway, and WHEREAS, The garbage enclosures are proposed as split-faced block (painted) with swing doors constructed with composite vertical boards to screen the dumpsters, and WHEREAS, Open space and a playground feature are proposed in the southeast portion of the site, and WHEREAS, No specific details have been provided relating to any mechanical (HVAC, transformer, etc.) units either on the ground or the roofs other than basic notes of some ground mounted features, and WHEREAS, A Landscape plans is included as part of the submittal and there is a mixture of trees, shrubs and perennials on portions of the site, and WHEREAS, The property will be serviced with municipal sewer and municipal water, and WHEREAS, A water main extension needs to occur as part of this development, and WHEREAS, Full engineering review will need to occur as this project proceeds further and if any public utility extensions are required, a developer’s agreement will be required along with a Letter of Credit or Bond, and WHEREAS, Stormwater management is proposed on site to the north of the former school building and Engineering review will be needed to ensure the facilities are sized properly for this full development. THEREFORE BE IT RESOLVED, That the Plan Commission approves the Building, Site and Operation Plan for the Muskego School Apartment development located in the NE ¼ & SE ¼ of Section 9 (S75 W17476 Janesville Road / Tax Key No. 2193.104) Page 8 of 24 Resolution PC 060-2019 Packet Page 40 BE IT FURTHER RESOLVED, The private drive through the development must include mountable curb and gutter on the east side of the drive to match the western side of the private drive. BE IT FURTHER RESOLVED, The landscape plans are subject to formal review by the City Forester before building permits can be issued and additional landscaping is going to be required on the backs of the garages, buffering outdoor parking areas, along the base of the former school building and anywhere else deemed necessary by the City Forester and Planning staff. BE IT FURTHER RESOLVED, Sign permits are required for any/all signage (temporary or permanent). BE IT FURTHER RESOLVED, A final photometric plan and final lighting details will be required before any building permits can be issued. BE IT FURTHER RESOLVED, All lighting needs to meet the code requirements, including all fixtures being full cut-off and zero degree tilt, with lighting levels not exceeding 0.5 foot-candles at the lot lines. BE IT FURTHER RESOLVED, Any freestanding lights cannot have a concrete base that exceeds 6 inches above grade. BE IT FURTHER RESOLVED, Since there are not formal details provided relating to exterior/site/building mechanical/devices (HVAC units, transformers, etc.), full details will need to be provided relating to the location and size of all exterior mechanical (HVAC units, transformers, etc.) and all such units will need to be fully screened from all surrounding views. BE IT FURTHER RESOLVED, All screening of exterior/site/building mechanical/devices (HVAC units, transformers, etc.; including on/around the existing school building and around the new townhomes) will need to be approved by the City before any building permits can be issued and the screening should be incorporated into the design building buildings and/or site where possible. BE IT FURTHER RESOLVED, The back sides of all detached garages need to have some dormers and other features added to provide more character and design to these buildings, so four-sides architecture will be present. BE IT FURTHER RESOLVED, Final colors selections need to be provided before building permits can be issued. BE IT FURTHER RESOLVED, The color of the garbage enclosure must match the color of the structures that they are located closest to. BE IT FURTHER RESOLVED, That no outdoor storage, other than daily driven vehicles, is allowed on the apartment property outside of the garbage enclosures (including but not limited to dumpsters, recycle bins, boats, trailers, campers, junk/wrecked vehicles, etc.). BE IT FURTHER RESOLVED, That all bollards must be colored to match the colors of the principal structures. BE IT FURTHER RESOLVED, That any new handicap signs be placed permanently in the ground or mounted to the building. BE IT FURTHER RESOLVED, The final site layout is subject to Fire Department review and approval. BE IT FURTHER RESOLVED, The existing access points that are no longer going to be used along Janesville Road, Park Drive and Michi Drive must be completely removed and restored, include the adjustment to the curb along Janesville Road. Page 9 of 24 Resolution PC 060-2019 Packet Page 41 BE IT FURTHER RESOLVED, Since BSO approvals are valid for two years, if all of the buildings are not started by that time, re-approvals will be required. BE IT FURTHER RESOLVED, If any phasing is going to occur as part of the development of this site, details of said phasing must be provided before any permits can be issued. BE IT FURTHER RESOLVED, That a copy of said plans be kept on file in the City and that all aspects of this plan shall be maintained in perpetuity unless otherwise authorized by the Plan Commission. BE IT FURTHER RESOLVED, That failure to comply with the approval contained in this resolution shall result in the imposition of fines for each day that a violation occurs, the initiation of legal action, or both. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: October 1, 2019 ATTEST: Adam Trzebiatowski, Planning Manager Page 10 of 24 Resolution PC 060-2019 Packet Page 42 Page 11 of 24 Resolution PC 060-2019 Packet Page 43 Page 12 of 24 Resolution PC 060-2019 Packet Page 44 (8) UNIT TOWNHOUSE - SIDE ELEVATION (BLDG. #1) SCALE: 1/8" = 1'-0" (8) UNIT TOWNHOUSE - SIDE ELEVATION (BLDG. #1) SCALE: 1/8" = 1'-0" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" INSULATED FIBERGLASS DOOR - SEE DOOR SCHEDULE ELEC. METERS GAS METERS FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" (8) UNIT TOWNHOUSE - REAR ELEVATION (BLDG. #1) SCALE: 1/8" = 1'-0" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" 123 123 123 12 5 12 5 123 UNIT NUMBERS (TYP.) 3 12" VINYL CORNER TRIM (TYP.) FIBERGLASS INSULATED DOOR W/ INSUL. GLAZING AND COMBINATION STORM/SCREEN DOOR - SEE DOOR SCHEDULE (TYP.) STEEL INSULATED OVHD SECTIONAL DOOR (TYP.) PREFINISHED 5" 'K'-STYLE' ALUM. GUTTER AND 4"x3" DOWNSPOUT (TYP.) - CONN. TO STORM SEWER SYSTEM 30 YEAR ARCHITECTURAL FIBERGLASS ROOF SHINGLES OVER 15# FELT (TYP.) 3 12" VINYL TRIM AT DOOR AND WINDOW HEAD, SILL, AND JAMBS (TYP.) DOUBLE 4" VINYL SIDING CONT. RIDGE VENT (TYP.) VINYL FRAME WINDOW W/ INSUL. GLASS (TYP.) 30 YEAR ARCHITECTURAL FIBERGLASS ROOF SHINGLES OVER 15# FELT (TYP.) PREFINISHED ALUM. FASCIA AND SOFFIT (TYP.) 5" VINYL STRAIGHT SHAKES AT GABLES (TYP.) 3 1/2" VINYL BELLY BAND AT GABLES (TYP.) 12 6 BRICK VENEER WITH CAST STONE SILL (TYP.) FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" (8) UNIT TOWNHOUSE - FRONT ELEVATION (BLDG. #1) SCALE: 1/8" = 1'-0" 12 3 123 6X6 TREATED WD. COLUMN W/ COMPOSITE WRAP AND TRIM TOP & BOTTOM (TYP.) WINDOW SCHEDULE MARK MAT'L DESCRIPTION VINYL NOM. UNIT SIZE (W x H) GENERAL WINDOW NOTES: VINYL FIXED WINDOW UNIT: (2) 3'-4" x 2'-6" C A ·ASTERISK (*) INDICATES WINDOWS UNIT SHALL MEET MIN. EGRESS SIZE REQUIREMENTS PER IBC ·ENERGY STAR WINDOWS ·PER SPS 321.05 (3) SAFETY GLAZING ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24" ·WINDOW MANUFACTURER SHALL REVIEW WINDOW LOCATIONS AND PROVIDE SAFETY GLAZING IN ALL LOCATIONS REQUIRED BY IBC CHAPTER 24 ·ALL PROPOSED RANGE HOOD VENT, DRYER VENT, AND BATHROOM VENTS TO EXTERIOR SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION VINYLB SINGLE HUNG WINDOW SINGLE HUNG WINDOW UNIT: 3'-0" x 4'-0" * VINYL UNIT: (2) 3'-4" x 5'-0"D SINGLE HUNG WINDOW* UNIT: 3'-4" x 5'-0" ALMONDHORIZONTAL VINYL LAP SIDING #1 GUTTER & DOWNSPOUT WHITE VINYL WINDOWS WHITE VINYL DOOR AND WINDOW TRIM ASPHALT SHINGLES & RIDGE VENT WHITE WEATHERED WOOD MASTIC MASTIC ALLIANCE SOFFIT, FASCIA, AND DRIP EDGE WHITEALCOA WILCO TAMKO EXTERIOR COLOR SCHEDULE MAT'L MFR.COLOR EXTERIOR COLOR NOTES: ·VERIFY COLORS AND MATERIALS WITH ARCHITECT OVERHEAD DOOR CLOPAY FOUNDATION COVER PEBBLED GRAYNUDO CHARCOAL UNIT ENTRY DOOR THERMA TRU VARIES UTILITY DOOR THERMA TRU MATCH ADJACENT MATERIAL COMPOSITE TRIM (COLUMN & BULKHEAD)WHITEMIRATEC ALMONDVINYL STRAIGHT SHAKE SIDING (GABLES) #1 MASTIC BROWNSTONE FLASHEDBRICK VENEER #1 METRO BRICK EMPIREBRICK VENEER #2 METRO BRICK TUSCAN OLIVEHORIZONTAL VINYL LAP SIDING #2 MASTIC TUSCAN OLIVEVINYL STRAIGHT SHAKE SIDING (GABLES) #2 MASTIC QUIET WILLOWVINYL BOARD AND BATTEN MASTIC 12 5 C 12 5 FIBERGLASS INSULATED DOOR W/ INSUL. GLAZING AND COMBINATION STORM/SCREEN DOOR - SEE DOOR SCHEDULE (TYP.) 12 6 VINYL LOUVER AT GABLES (TYP.) BRICK VENEER BREAKDOWN 2,838 TOTAL FACADE SF 1,648 BRICK SF 58% BRICK COVERAGE BRICK VENEER BREAKDOWN 765 TOTAL FACADE SF 387 BRICK SF 50% BRICK COVERAGE BRICK VENEER BREAKDOWN 2,838 TOTAL FACADE SF 1,462 BRICK SF 51% BRICK COVERAGE BRICK VENEER BREAKDOWN 765 TOTAL FACADE SF 387 BRICK SF 50% BRICK COVERAGE 12 5 1 AAAA CCCCCCCCCCCCCCC BBB D D D D D D D D D D D D D D D D DD 1 2 3 4 5 6 1211111 2 2 2 66 66 5 5 5 5555 6 6 66 6 6 6 44 222 1 3 1 3 1 3 1 3 1 3 1 3 1 3 11 1 3 1 3 11 3 333 11 5 5 7 7 5 5 7 5 5 7 B 6 2 BBBB 5 5 7 B 20 1 8 M + A D E S I G N , I N C c l. p e t r i e @ m a d e s i g n i n c . n e t ( 9 2 0 ) 9 2 2 - 8 1 7 0 JOB NUMBER: SHEET 25 S O U T H M A I N S T R E E T FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 CO M P A N I E S CO M M O N W E A L T H 9 S H E B O Y G A N S T R E E T (9 2 0 ) 9 2 2 - 8 1 7 0 F A X : ( 9 2 0 ) 9 2 2 - 8 1 7 1 2018.30 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P T S . S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . MU S K E G O , W I FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 PR E L I M I N A R Y D R A W I N G - N O T F O R C O N S T R U C T I O N PRELIMINARY SHEET DATES: A2.1b SEPT. 01, 2019 PART 2 SUBMITTAL Page 13 of 24 Resolution PC 060-2019 Packet Page 45 (10) UNIT TOWNHOUSE - SIDE ELEVATION (BLDG. #2) SCALE: 1/8" = 1'-0" (10) UNIT TOWNHOUSE - SIDE ELEVATION (BLDG. #2) SCALE: 1/8" = 1'-0" (10) UNIT TOWNHOUSE - FRONT ELEVATION (BLDG. #2) SCALE: 1/8" = 1'-0" WINDOW SCHEDULE MARK MAT'L DESCRIPTION VINYL NOM. UNIT SIZE (W x H) GENERAL WINDOW NOTES: VINYL FIXED WINDOW UNIT: (2) 3'-4" x 2'-6" C A ·ASTERISK (*) INDICATES WINDOWS UNIT SHALL MEET MIN. EGRESS SIZE REQUIREMENTS PER IBC ·ENERGY STAR WINDOWS ·PER SPS 321.05 (3) SAFETY GLAZING ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24" ·WINDOW MANUFACTURER SHALL REVIEW WINDOW LOCATIONS AND PROVIDE SAFETY GLAZING IN ALL LOCATIONS REQUIRED BY IBC CHAPTER 24 ·ALL PROPOSED RANGE HOOD VENT, DRYER VENT, AND BATHROOM VENTS TO EXTERIOR SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION VINYLB SINGLE HUNG WINDOW SINGLE HUNG WINDOW UNIT: 3'-0" x 4'-0" * VINYL UNIT: (2) 3'-4" x 5'-0"D SINGLE HUNG WINDOW* UNIT: 3'-4" x 5'-0" ALMONDHORIZONTAL VINYL LAP SIDING #1 GUTTER & DOWNSPOUT WHITE VINYL WINDOWS WHITE VINYL DOOR AND WINDOW TRIM ASPHALT SHINGLES & RIDGE VENT WHITE WEATHERED WOOD MASTIC MASTIC ALLIANCE SOFFIT, FASCIA, AND DRIP EDGE WHITEALCOA WILCO TAMKO EXTERIOR COLOR SCHEDULE MAT'L MFR.COLOR EXTERIOR COLOR NOTES: ·VERIFY COLORS AND MATERIALS WITH ARCHITECT OVERHEAD DOOR CLOPAY FOUNDATION COVER PEBBLED GRAYNUDO CHARCOAL UNIT ENTRY DOOR THERMA TRU VARIES UTILITY DOOR THERMA TRU MATCH ADJACENT MATERIAL COMPOSITE TRIM (COLUMN & BULKHEAD)WHITEMIRATEC ALMONDVINYL STRAIGHT SHAKE SIDING (GABLES) #1 MASTIC BROWNSTONE FLASHEDBRICK VENEER #1 METRO BRICK EMPIREBRICK VENEER #2 METRO BRICK TUSCAN OLIVEHORIZONTAL VINYL LAP SIDING #2 MASTIC TUSCAN OLIVEVINYL STRAIGHT SHAKE SIDING (GABLES) #2 MASTIC QUIET WILLOWVINYL BOARD AND BATTEN MASTIC FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" INSULATED FIBERGLASS DOOR - SEE DOOR SCHEDULE ELEC. METERSGAS METERS FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" 123 123 123 12 5 12 5 123 UNIT NUMBERS (TYP.) 3 12" VINYL CORNER TRIM (TYP.) FIBERGLASS INSULATED DOOR W/ INSUL. GLAZING AND COMBINATION STORM/SCREEN DOOR - SEE DOOR SCHEDULE (TYP.) STEEL INSULATED OVHD SECTIONAL DOOR (TYP.) PREFINISHED 5" 'K'-STYLE' ALUM. GUTTER AND 4"x3" DOWNSPOUT (TYP.) - CONN. TO STORM SEWER SYSTEM 30 YEAR ARCHITECTURAL FIBERGLASS ROOF SHINGLES OVER 15# FELT (TYP.) 3 12" VINYL TRIM AT DOOR AND WINDOW HEAD, SILL, AND JAMBS (TYP.)DOUBLE 4" VINYL SIDING CONT. RIDGE VENT (TYP.) VINYL FRAME WINDOW W/ INSUL. GLASS (TYP.) 30 YEAR ARCHITECTURAL FIBERGLASS ROOF SHINGLES OVER 15# FELT (TYP.) PREFINISHED ALUM. FASCIA AND SOFFIT (TYP.) 5" VINYL STRAIGHT SHAKES AT GABLES (TYP.) 3 1/2" VINYL BELLY BAND AT GABLES (TYP.) 12 6 BRICK VENEER WITH CAST STONE SILL (TYP.) FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" FIRST FLOOR EL. = 100'-0" SECOND FLOOR EL. = 109'-5 7/8" TRUSS BEARING EL. = 117'-7" RIDGE LINE EL. = 125'-9" 12 3 123 6X6 TREATED WD. COLUMN W/ COMPOSITE WRAP AND TRIM TOP & BOTTOM (TYP.) 12 5 C 12 5 FIBERGLASS INSULATED DOOR W/ INSUL. GLAZING AND COMBINATION STORM/SCREEN DOOR - SEE DOOR SCHEDULE (TYP.) 12 6 VINYL LOUVER AT GABLES (TYP.) BRICK VENEER BREAKDOWN 3,522 TOTAL FACADE SF 2,109 BRICK SF 60% BRICK COVERAGE BRICK VENEER BREAKDOWN 765 TOTAL FACADE SF 387 BRICK SF 50% BRICK COVERAGE BRICK VENEER BREAKDOWN 3,522 TOTAL FACADE SF 1,760 BRICK SF 50% BRICK COVERAGE BRICK VENEER BREAKDOWN 765 TOTAL FACADE SF 387 BRICK SF 50% BRICK COVERAGE 12 5 AAAA CCCCCCCCCCCCCCC DDDDDDDD DD (10) UNIT TOWNHOUSE - REAR ELEVATION (BLDG. #2) SCALE: 1/8" = 1'-0" 12 6 CCCC123 12 4.5 BBBBB DDDDDDDDDD BB 5 5 5 3 1 1 1 3 1 3 1 1 3 1112 2 6 55 3 1 1 2 6 1 1 1 1 1 1 2 6 3 3 3 6 6 6 6 6 4 22 1 3 1 3 1 3 1 6 6 6 6 6 4 22 1 6 6 6 6 6 4 22 11 3 1 3 1 3 1 3 1 B 5 5 7 BB 5 5 7 BB 5 5 7 BB 5 5 7 20 1 8 M + A D E S I G N , I N C c l. p e t r i e @ m a d e s i g n i n c . n e t ( 9 2 0 ) 9 2 2 - 8 1 7 0 JOB NUMBER: SHEET 25 S O U T H M A I N S T R E E T FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 CO M P A N I E S CO M M O N W E A L T H 9 S H E B O Y G A N S T R E E T (9 2 0 ) 9 2 2 - 8 1 7 0 F A X : ( 9 2 0 ) 9 2 2 - 8 1 7 1 2018.30 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P T S . S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . MU S K E G O , W I FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 PR E L I M I N A R Y D R A W I N G - N O T F O R C O N S T R U C T I O N PRELIMINARY SHEET DATES: A2.2b SEPT. 01, 2019 PART 2 SUBMITTAL Page 14 of 24 Resolution PC 060-2019 Packet Page 46 FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) (8 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) (8 UNITS) GARAGE - REAR ELEVATION SCALE: 1/4" = 1'-0" FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) (8 UNITS) GARAGE - FRONT ELEVATION SCALE: 1/4" = 1'-0" FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) (8 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" 12 4 12 4 3 12" VINYL CORNER TRIM (TYP.) CONT. RIDGE VENT (TYP.) PREFINISHED 5" 'K'-STYLE' ALUM. GUTTER AND 4"x3" DOWNSPOUT (TYP.) STEEL INSULATED OVHD SECTIONAL DOOR (TYP.) DOUBLE 4" VINYL SIDING (TYP.) THIN BRICK VENEER W/ WAINSCOT SILL (TYP.) 3 12" VINYL TRIM AT DOOR HEAD AND JAMBS (TYP.) PRE-FINISHED ALUM. FASCIA AND SOFFIT PANELS (TYP.) NO CONC. APRON AT DOWN- SPOUTS - PROVIDE 8" MIN. GRAVEL FOR DOWNSPOUT PERCOLATION (TYP.) 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT (TYP.) 9 A4.0b 4 A4.0b 12 4 12 4 APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) ALMONDHORIZONTAL VINYL LAP SIDING GUTTER & DOWNSPOUT WHITE VINYL DOOR AND WINDOW TRIM ASPHALT SHINGLES & RIDGE VENT WHITE WEATHERED WOOD MASTIC MASTIC SOFFIT, FASCIA, AND DRIP EDGE WHITEALCOA WILCO TAMKO EXTERIOR COLOR SCHEDULE MAT'L MFR.COLOR EXTERIOR COLOR NOTES: ·VERIFY COLORS AND MATERIALS WITH ARCHITECT OVERHEAD DOOR CLOPAY CHARCOAL COMPOSITE TRIM (COLUMN & BULKHEAD)WHITEMIRATEC SCOTTISH THISTLEVINYL STRAIGHT SHAKE SIDING (GABLES)MASTIC BROWNSTONEBRICK VENEER METRO 20 1 8 M + A D E S I G N , I N C c l. p e t r i e @ m a d e s i g n i n c . n e t ( 9 2 0 ) 9 2 2 - 8 1 7 0 JOB NUMBER: SHEET 25 S O U T H M A I N S T R E E T FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 CO M P A N I E S CO M M O N W E A L T H 9 S H E B O Y G A N S T R E E T (9 2 0 ) 9 2 2 - 8 1 7 0 F A X : ( 9 2 0 ) 9 2 2 - 8 1 7 1 2018.30 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P T S . S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . MU S K E G O , W I FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 PR E L I M I N A R Y D R A W I N G - N O T F O R C O N S T R U C T I O N PRELIMINARY SHEET DATES: A2.3b SEPT. 01, 2019 PART 2 SUBMITTAL Page 15 of 24 Resolution PC 060-2019 Packet Page 47 (10 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) (10 UNITS) GARAGE - REAR ELEVATION SCALE: 1/4" = 1'-0" FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) (10 UNITS) GARAGE - FRONT ELEVATION SCALE: 1/4" = 1'-0" (10 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" 3 12" VINYL CORNER TRIM (TYP.) CONT. RIDGE VENT (TYP.) PREFINISHED 5" 'K'-STYLE' ALUM. GUTTER AND 4"x3" DOWNSPOUT (TYP.) STEEL INSULATED OVHD SECTIONAL DOOR (TYP.) DOUBLE 4" VINYL SIDING (TYP.) THIN BRICK VENEER W/ WAINSCOT SILL (TYP.) 3 12" VINYL TRIM AT DOOR HEAD AND JAMBS (TYP.) PRE-FINISHED ALUM. FASCIA AND SOFFIT PANELS (TYP.) NO CONC. APRON AT DOWN- SPOUTS - PROVIDE 8" MIN. GRAVEL FOR DOWNSPOUT PERCOLATION (TYP.) 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT (TYP.) 9 A4.0b 4 A4.0b APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) 12 4 12 4 12 4 12 4 APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) ALMONDHORIZONTAL VINYL LAP SIDING GUTTER & DOWNSPOUT WHITE VINYL DOOR AND WINDOW TRIM ASPHALT SHINGLES & RIDGE VENT WHITE WEATHERED WOOD MASTIC MASTIC SOFFIT, FASCIA, AND DRIP EDGE WHITEALCOA WILCO TAMKO EXTERIOR COLOR SCHEDULE MAT'L MFR.COLOR EXTERIOR COLOR NOTES: ·VERIFY COLORS AND MATERIALS WITH ARCHITECT OVERHEAD DOOR CLOPAY CHARCOAL COMPOSITE TRIM (COLUMN & BULKHEAD)WHITEMIRATEC SCOTTISH THISTLEVINYL STRAIGHT SHAKE SIDING (GABLES)MASTIC BROWNSTONEBRICK VENEER METRO 20 1 8 M + A D E S I G N , I N C c l. p e t r i e @ m a d e s i g n i n c . n e t ( 9 2 0 ) 9 2 2 - 8 1 7 0 JOB NUMBER: SHEET 25 S O U T H M A I N S T R E E T FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 CO M P A N I E S CO M M O N W E A L T H 9 S H E B O Y G A N S T R E E T (9 2 0 ) 9 2 2 - 8 1 7 0 F A X : ( 9 2 0 ) 9 2 2 - 8 1 7 1 2018.30 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P T S . S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . MU S K E G O , W I FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 PR E L I M I N A R Y D R A W I N G - N O T F O R C O N S T R U C T I O N PRELIMINARY SHEET DATES: A2.4b SEPT. 01, 2019 PART 2 SUBMITTAL Page 16 of 24 Resolution PC 060-2019 Packet Page 48 FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) 12 4 12 4 12 4 12 4 APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) CONT. RIDGE VENT (TYP.) PREFINISHED 5" 'K'-STYLE' ALUM. GUTTER AND 4"x3" DOWNSPOUT (TYP.) STEEL INSULATED OVHD SECTIONAL DOOR (TYP.) DOUBLE 4" VINYL SIDING (TYP.) THIN BRICK VENEER W/ WAINSCOT SILL (TYP.) 3 12" VINYL TRIM AT DOOR HEAD AND JAMBS (TYP.) PRE-FINISHED ALUM. FASCIA AND SOFFIT PANELS (TYP.) NO CONC. APRON AT DOWN- SPOUTS - PROVIDE 8" MIN. GRAVEL FOR DOWNSPOUT PERCOLATION (TYP.) 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT (TYP.) 9 A4.0b 4 A4.0b APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) (10 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" (10 UNITS) GARAGE - REAR ELEVATION SCALE: 1/4" = 1'-0" (10 UNITS) GARAGE - FRONT ELEVATION SCALE: 1/4" = 1'-0" (10 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" ALMONDHORIZONTAL VINYL LAP SIDING GUTTER & DOWNSPOUT WHITE VINYL DOOR AND WINDOW TRIM ASPHALT SHINGLES & RIDGE VENT WHITE WEATHERED WOOD MASTIC MASTIC SOFFIT, FASCIA, AND DRIP EDGE WHITEALCOA WILCO TAMKO EXTERIOR COLOR SCHEDULE MAT'L MFR.COLOR EXTERIOR COLOR NOTES: ·VERIFY COLORS AND MATERIALS WITH ARCHITECT OVERHEAD DOOR CLOPAY CHARCOAL COMPOSITE TRIM (COLUMN & BULKHEAD)WHITEMIRATEC SCOTTISH THISTLEVINYL STRAIGHT SHAKE SIDING (GABLES)MASTIC BROWNSTONEBRICK VENEER METRO 3 12" VINYL CORNER TRIM (TYP.) 20 1 8 M + A D E S I G N , I N C c l. p e t r i e @ m a d e s i g n i n c . n e t ( 9 2 0 ) 9 2 2 - 8 1 7 0 JOB NUMBER: SHEET 25 S O U T H M A I N S T R E E T FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 CO M P A N I E S CO M M O N W E A L T H 9 S H E B O Y G A N S T R E E T (9 2 0 ) 9 2 2 - 8 1 7 0 F A X : ( 9 2 0 ) 9 2 2 - 8 1 7 1 2018.30 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P T S . S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . MU S K E G O , W I FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 PR E L I M I N A R Y D R A W I N G - N O T F O R C O N S T R U C T I O N PRELIMINARY SHEET DATES: A2.5b SEPT. 01, 2019 PART 2 SUBMITTAL Page 17 of 24 Resolution PC 060-2019 Packet Page 49 3 12" VINYL CORNER TRIM (TYP.) CONT. RIDGE VENT (TYP.) PREFINISHED 5" 'K'-STYLE' ALUM. GUTTER AND 4"x3" DOWNSPOUT (TYP.) STEEL INSULATED OVHD SECTIONAL DOOR (TYP.) DOUBLE 4" VINYL SIDING (TYP.) THIN BRICK VENEER W/ WAINSCOT SILL (TYP.) 3 12" VINYL TRIM AT DOOR HEAD AND JAMBS (TYP.) PRE-FINISHED ALUM. FASCIA AND SOFFIT PANELS (TYP.) NO CONC. APRON AT DOWN- SPOUTS - PROVIDE 8" MIN. GRAVEL FOR DOWNSPOUT PERCOLATION (TYP.) 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT (TYP.) APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) FIRST FL'R EL. = 100'-0" TRUSS BRG. EL. = 108'-1 1/8" (AT HIGH POINT) 12 4 12 4 12 4 12 4 APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) APPLY THIN BRICK VENEER TO FDN. WALL - STEP AS REQ'D AT GRADE (TYP.) 9 A4.0b 4 A4.0b (12 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" (12 UNITS) GARAGE - REAR ELEVATION SCALE: 1/4" = 1'-0" (12 UNITS) GARAGE - FRONT ELEVATION SCALE: 1/4" = 1'-0" (12 UNITS) GARAGE - SIDE ELEVATION SCALE: 1/4" = 1'-0" ALMONDHORIZONTAL VINYL LAP SIDING GUTTER & DOWNSPOUT WHITE VINYL DOOR AND WINDOW TRIM ASPHALT SHINGLES & RIDGE VENT WHITE WEATHERED WOOD MASTIC MASTIC SOFFIT, FASCIA, AND DRIP EDGE WHITEALCOA WILCO TAMKO EXTERIOR COLOR SCHEDULE MAT'L MFR.COLOR EXTERIOR COLOR NOTES: ·VERIFY COLORS AND MATERIALS WITH ARCHITECT OVERHEAD DOOR CLOPAY CHARCOAL COMPOSITE TRIM (COLUMN & BULKHEAD)WHITEMIRATEC SCOTTISH THISTLEVINYL STRAIGHT SHAKE SIDING (GABLES)MASTIC BROWNSTONEBRICK VENEER METRO 12 8 12 8 12 8 20 1 8 M + A D E S I G N , I N C c l. p e t r i e @ m a d e s i g n i n c . n e t ( 9 2 0 ) 9 2 2 - 8 1 7 0 JOB NUMBER: SHEET 25 S O U T H M A I N S T R E E T FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 CO M P A N I E S CO M M O N W E A L T H 9 S H E B O Y G A N S T R E E T (9 2 0 ) 9 2 2 - 8 1 7 0 F A X : ( 9 2 0 ) 9 2 2 - 8 1 7 1 2018.30 NE W P R O J E C T F O R : MU S K E G O S C H O O L A P T S . S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . MU S K E G O , W I FO N D d u L A C , W I S C O N S I N 5 4 9 3 5 PR E L I M I N A R Y D R A W I N G - N O T F O R C O N S T R U C T I O N PRELIMINARY SHEET DATES: A2.6b SEPT. 01, 2019 PART 2 SUBMITTAL Page 18 of 24 Resolution PC 060-2019 Packet Page 50 ©2019 EXCEL ENGINEERING, INC. SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER ˠ˨ˣˣˤˡ˟ NE W P R O J E C T F O R : MU S K E G O S C H O O L A P A R T M E N T S S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . ● M U S K E G O , W I NO T F O R C O N S T R U C T I O N PRELIMINARY DATES NˠʳˠǢÝǻrƻĵŗ˚ŷərǊĵĵ SEPT. 16, 2019 LOT 16 BLK A MUSKEGO BEACH PARK ADD PT E1/2 SEC 9 T5N R20E 6.925 AC EX LANDS SOLD TO COUNTY 399886 WD 3/13 Page 19 of 24 Resolution PC 060-2019 Packet Page 51 ©2019 EXCEL ENGINEERING, INC. SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER ˠ˨ˣˣˤˡ˟ NE W P R O J E C T F O R : MU S K E G O S C H O O L A P A R T M E N T S S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . ● M U S K E G O , W I NO T F O R C O N S T R U C T I O N PRELIMINARY DATES NˠʳˠǢÝǻrƻĵŗ˚ǢŷȕǻË SEPT. 16, 2019 Page 20 of 24 Resolution PC 060-2019 Packet Page 52 ©2019 EXCEL ENGINEERING, INC. SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER ˠ˨ˣˣˤˡ˟ NE W P R O J E C T F O R : MU S K E G O S C H O O L A P A R T M E N T S S7 5 W 1 7 4 7 8 J A N E S V I L L E R D . ● M U S K E G O , W I NO T F O R C O N S T R U C T I O N PRELIMINARY DATES NˠʳˠDǢÝǻrƻĵŗ˚ŗŷǊǻË SEPT. 16, 2019 Page 21 of 24 Resolution PC 060-2019 Packet Page 53 September 16, 2019 Project: Muskego School Apartments S75 W17478 Janesville Rd Muskego, WI 53150 Muskego School Apartments, LLC is requesting Plan Commission approval for the conversion of the former Muskego Elementary School property located at S75 W17478 Janesville Road to multi-family residential apartments. Rezoning of the property to Planned Development – RM1 Multi-Family Residence District has been completed. The property currently consists of a vacant school, parking lot, playground and maintained green space. Existing tree lines, which are scheduled to remain, currently provide a buffer between the residential houses to the north and west of the site. The proposed project consists of remodeling the existing 2-story school building to 22 residential units (10, 1-bedroom units and 12, 2-bedroom units) along with the construction of one (1) 8-unit townhome building and one (1) 10-unit townhome building; the townhome units (18) will all be 3-bedroom units. The total number of dwelling units proposed for this development is 40. The townhome buildings will have attached garages with one garage space provided per unit. The development will also include one detached (1) 8-stall garage, two (2) 10-stall detached garages, and one (1) 12-stall detached garage. In addition to the garage parking stalls, there will be 20 surface stalls for a total parking count of 78 spaces. A stormwater dry detention pond is also proposed northwest of the existing school building to meet the requirements set forth by the City of Muskego and Milwaukee Metropolitan Sewerage District (MMSD). The total property area is 6.16 acres and total site disturbance for the project will be 4.90 acres. The proposed site data, density and ratios are shown below: Area (AC) Area (SF) Ratio Project Site 6.16 268,134 Building Floor Area 1.09 47,510 17.7% Pavement (Asphalt & Concrete) 1.56 67,963 25.3% Total Impervious 2.65 115,473 43.1% Landscape/Open Space 3.50 152,661 56.9% Access to the development is proposed at the north and south ends of the property on Michi Drive. The northern access driveway is new and the south access driveway is existing. Existing access drives on Park Drive and Janesville Road will be closed; as will two (2) existing access drives on Michi Drive. No additional traffic generation is anticipated from the previous Page 22 of 24 Resolution PC 060-2019 Packet Page 54 use to a multi-family residential use; traffic patterns will be altered due to the closure of the previously mentioned existing access drives. Landscaping will be provided in accordance with the City ordinance, in a fashion which ensures species resiliency and complimentary aesthetics. Site lighting will also be provided to meet City Ordinance requirements and provide appropriate light intensity levels for safety. Exterior materials as represented in the attached colored elevations and rendering will consist of the following: Each townhome will consist of a blend of brick on all facades and horizontal siding with shake accents. Roofing will have architectural shingles and energy star vinyl single hung windows. There will be individual covered entries with wrapped columns. Each townhome unit will have an attached garage as well as a detached garage for the townhomes and school units that is similar design to the townhomes. Design of the townhomes will provide a mix of colors, building materials, and design features to provide a smooth transition with the surrounding properties. The existing historic school will have minor modifications like tuckpointing brick and reopening some original window locations as well as replacing some glass block to be windows once again. There is also an added canopy to the north façade for resident entrance from the adjacent detached garages. Wastewater generated by the proposed use will be normal residential domestic wastewater; the estimated daily wastewater flow based upon the State Code (DSPS 383.43) is 100 gallon of wastewater per bedroom per day. Depending upon occupancy rate of the proposed dwellings, the actual flows will vary. Water consumption is anticipated to be more during the summer months due to exterior water usage for landscape watering and other outdoor water usage activities. The existing eight-inch (8”) public water main in Michi Drive currently dead ends in two (2) locations; south of Lake Drive and north of Janesville Road. As part of this development project, the public water main dead ends will be closed to form a loop; water service laterals for the proposed development will be tapped from this new water main loop. No environmental or operational hazards or nuisances to nearby neighbors are anticipated. The Petitioner/Future Owner for the project is: Muskego School Apartments, LLC. PO Box 1658 Fond du Lac, WI 54935 Developer for this project is: Kevin McDonell, VP of Development k.mcdonell@commonwealthco.net 608-709-5677 The Engineering & Surveying Consultant for this project is: Excel Engineering, Inc. 100 Camelot Drive Fond du Lac, WI 54935 Jason Daye, PE jason.d@excelengineer.com 920-322-1687 Page 23 of 24 Resolution PC 060-2019 Packet Page 55 The Architect Consultant for this project is: M+A Design, Inc. 24 S Brooke St Fond du Lac, WI 54935 Lucus Petrie, Project Manager l.petrie@madesigninc.net 920-922-8170 Page 24 of 24 Resolution PC 060-2019 Packet Page 56 City of Muskego Plan Commission Supplement PC 061-2019 For the meeting of: October 1, 2019 REQUEST: Conceptual Discussion/Rezoning Tax Key No. 2168.961 / W147 S6800 Durham Place SE ¼ of Section 2 PETITIONER: Senior Housing Partners INTRODUCED: October 1, 2019 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski AICP BACKGROUND PC 061-2019 The petitioner has submitted for a conceptual discussion/rezoning for a new senior living complex on the Tess Corners Elementary property. The existing school will be removed to make way for a new development to provide senior housing with independent living, assisted living, and memory care. The petitioner is requesting conceptual approval/discussion to get comments from the Planning Commission regarding the proposal. The petitioner will be present at the meeting to further explain the rezoning and to answer any questions. PLAN CONSISTENCY PC 061-2019 Comprehensive Plan:Currently the 2020 Plan currently depicts the area for Government, Institutional, Transportation & Utility uses. Based on the proposed use and upon examining how similar past projects were viewed, the current land use designation could remain, due to the continuing case idea and the assisted living and memory care portions of this facility. Zoning: The property is currently zoned I-1 Government, Institutional & Public Service District. For the proposed assisted living use there are multiple districts that allow this type of use with a Conditional Use Grant (CUG), including the current zoning district. For the proposed apartments a Planned Development (PD) district would be required due to the unit counts in each building. The PD would need to have a base zoning of RM-1. The RM-1 allows 1 unit permit 5,000 SF of land. For the 9.22 acre lot this would then yield 80.3 or 80 units. Park and Conservation Plan: No acquisitions or conservation priorities are noted in this area. The proposal is consistent with the Plan. Adopted 208 Sanitary Sewer Service Area: Public sanitary sewer is available in the area. The proposal is consistent with the Plan. Water Capacity Assessment District: Water currently is located in the area. The proposal is consistent with the Plan. Stormwater Management Plan: Stormwater management would be required for this site as shown conceptually with the pond and will need to be examined further if this Page 1 of 13 PC 061-2019 Packet Page 57 project were to proceed. DISCUSSION PC 061-2019 The concept plan for the redevelopment of this site includes one single large senior living building that contain three separate types of living/care options. The three unit types will be senior independent living, assisted living, and memory care. Two ‘wings’ of the building that extend toward the south will be three stories in height for 82 units of independent living apartments. A two-story ‘wing’ of the building closer to Janesville Road will be used for 20 memory care units on the second floor and 20 assisted living care units on the first floor. This overall concept could allow a tenant to transition from the independent living apartments to the assisted living facilities as they age and need more care. Access to the proposed development will be from Janesville Road, which has been tentatively approved by Waukesha County. The County was adamant that they did not want any access to the front area of the building to be allowed from Durham Place, potentially creating a cut-through from Durham Place to Janesville Road. There is an access point on Durham Place but that access will be limited to residents entering the garage, overflow parking and for emergency equipment/personnel. Some of the concerns/questions that could be talked about at the meeting and/or that need to be examined further if this project proceeds are as follows: Building Height – The height of the building will need a height waiver for the three story portion of the building. To add to this the single-family residential neighbors to the east are currently lower simply based on the topography of the land by about 10’. A three story building with a pitched roof immediately west of those homes will appear very tall and that will need to be addressed. Parking – The number of parking stalls should be considered early. There are 82 independent living units with 40 additional units of assisted living or memory care. Parking is shown below the independent living area, but the applicant should be aware of the number of parking stalls needed moving forward. Consideration would be for enclosed, surface, employee, resident and visitor parking. Density - As is noted above, 82 units of independent living units are proposed. The City does not calculate density for assisted living and memory care unit types. Based on the noted lot size of 9.22 acres, only 80.3 units are allowed, assuming that the RM-1 based PD zoning district would be granted. If a PD were granted, an applicant could request up to a 10% possible unit bonus, if there is a greater benefit to the overall City. DIRECTION PC 061-2019 As stated before, the petitioner will be present at the meeting to further explain the project and to answer any questions. No formal approval or denial will be given at this meeting and no guarantees can be made. This conceptual discussion is intended to solicit comments, suggestions, and ideas. If the petitioner would like to take the next steps and eventually apply for a formal rezoning and/or Business, Site and Operation Plan, the comments received at this meeting must be addressed as part of those submittal(s). The Plan Commission needs to weigh in on this proposal and provide any comments so the applicants can decide how they would like to proceed. Since the existing Zoning and 2020 Comprehensive Plan always planned on this being a school, this makes this a fairly interesting and unique situation. Page 2 of 13 PC 061-2019 Packet Page 58 MUSKEGOthe City of Area of InterestI0430860 Feet Agenda Item(s) Properties Zoning Districts Right-of-Way Hydrography Supplemental MapPC 061-2019 Presbyterian Homes Wisconsin, Inc.W147 S6800 Durham Place JANESVIL L E LOO M I S R D RA C I N E A V DU R H A M WOOD S CO L L E G E Prepared by City of Muskego Planning Department Date: 9/20/2019 Page 3 of 13 PC 061-2019 Packet Page 59 ENTRANCE RENDERING 09/16/2019 MUSKEGO SENIOR HOUSING JANESVILLE ROAD, MUSKEGO, WI PRESBYTERIAN HOMES AND SERVICES Page 4 of 13 PC 061-2019 Packet Page 60 Page 5 of 13 PC 061-2019 Packet Page 61 Presbyterian Homes Wisconsin Muskego Project Page 1 Presbyterian Homes Tess Corners Muskego Project Narrative Applicant: Presbyterian Homes Wisconsin, Inc. Senior Housing Partners (SHP) Project Name: Not named at this time Project Address: Former Tess Corners Elementary School Ownership: Presbyterian Homes Wisconsin, Inc. (PHW) the eastern Wisconsin affiliate of Presbyterian Homes and Services. PHW projects in the greater Milwaukee market:  Avalon Square: Waukesha, WI  Kirkland Crossings, Pewaukee, WI  Dickson Hollow, Menomonee Falls, WI  Fairway Knoll, Germantown, WI  Towner Crest, Oconomowoc, WI Presbyterian Homes & Services: Presbyterian Homes & Services (PHS), based in St. Paul, MN is a faith‐based organization providing a broad array of high‐quality housing choices, care and service options for older adults. In 2018, PHS generated $420.6M in revenues and held over $1.5B in assets. More than 6,500 employees and over 3,000 volunteers serve over 27,000 older adults through 46 PHS‐affiliated senior living communities in Wisconsin, Minnesota and Iowa, and through Optage® the home and community‐based services division of PHS. Established in 1955, PHS has earned the reputation as an innovative leader dedicated to promoting independence, vitality and well‐being for those they serve. For a complete list and information about all of our PHW/PHS sites please visit www.preshomes.org. Senior Housing Partners: Senior Housing partners serves as the development arm of Presbyterian Homes & Services and development consultant to other not‐for‐profit sponsors of senior housing, assisted living and nursing homes. As a full‐service organization, Senior Housing Partners (SHP) provides turn‐key project development. From strategic planning and product positioning to site selection, zoning and regulatory compliance, SHP works through all the details. In addition, SHP’s marketing team is available to complete pre‐leasing and fill of the project units once construction is complete. Formed in 1995, SHP has developed 74 projects and has been in the capital market for more than $3.1 billion of development. SHP services include developing new campuses and repositioning senior living communities across the country. Each project is designed to be highly competitive in the market place for years to come. For more information visit www.seniorhousingpartners.com and seniorlifestyledesign.com. PHS Mission and Objectives: Motto: Creating smiles in the eyes of the people we serve Mission: To enrich the lives and touch the hearts of older adults Vision: To provide more choices and opportunities for older adults to live well Project Objectives  Provide current senior residents with additional opportunities to continue living in the city of Muskego.  Create connectivity between housing types to build community identity and purpose.  Provide multiple living options, care options, healthy menu options, dining venues, Page 6 of 13 PC 061-2019 Packet Page 62 Presbyterian Homes Wisconsin Muskego Project Page 2 and activity choices.  Create inviting accessible outdoor spaces that maximize the beautiful landscape.  Bring nature indoors through thoughtful design.  Exercise good stewardship of entrusted resources and demonstrate operational integrity. Project Location and Land Use designation as depicted on the adopted Comprehensive Plan: The project site is the former Tess Corners Elementary School property, which is approximately 9.2 acres in size (excluding public right‐of‐way), located at the southeast corner of Janesville Road (CTH “L”) & Durham Place, TaxKey No. MSKC2168961. The Land Use designation for this property will remain Government/Institutional, with the property currently zoned I‐1; this proposed senior community is a compatible use in the current Land Use designation. The site has approximately 30 – 38 feet of elevation change from the upper Janesville Road area to the lower field in the south portion of the site. The proposed redevelopment will integrate into the topography of the site, with the proposed building and parking being situated in the upper area where the school building, parking and play area are today, having proposed building elevations designed to step down with the changing topography. The main parking lot and delivery area will access Janesville Road (CTH “L”) with a new driveway at the Woodland Place intersection. Waukesha County has reviewed this access point and confirmed that the location is safe and acceptable, and has recommended that the parking lot not connect to Durham Place (to avoid the potential for cut‐through traffic). The underground garage parking and supplemental parking area will access Durham Place in the southwest portion of the site. The project will provide storm water management that will improve drainage for the adjacent downstream neighbors. The back yards of properties to the east will benefit from the increased greenspace and setbacks this project will provide. The runoff issues previously experienced from the playground area will be removed, with runoff from the proposed developed area designed to drain south to a large storm water pond. The southern portion of the proposed development will be a large, aesthetically pleasing storm water pond that discharges at very low flow rates directly to the Durham Place ditch. An undulating berm between the pond and homes to the south/southeast provides visual assurance that runoff from the development and pond will only drain to Durham Place. The property is located in the Root River watershed, with the entire site tributary to Tess Corners Creek located 750’ – 1,450’ east of the site (near Tess Corners Drive). The storm water management plan will comply with Chapter 309 of the City code and MMSD requirements. Project Utilities and Capacity: The property has municipal sanitary sewer and water main available and accessible in Durham Place. The proposed development can connect via gravity sewer to the 8” diameter sanitary sewer in Durham Place. The 12” diameter water main in Durham Place has appropriate water capacity for the proposed redevelopment. Based on data available from the City’s Water Utility, water use from a single family home will average 6,000 to 7,000 gallons per month. Water use from an independently living unit, on the other hand, will average 1,000 to 2,000 gallons per month. Using the most conservative estimates, each independent unit will use approximately 1/3 of the capacity assigned to this land. The sanitary sewer design flows for the proposed redevelopment will be comparable to those calculated for the Tess Corners Elementary school at full operation, which is within the capacity of the 8” diameter Durham Place and Cornell Drive sewer system. The supporting Sewer Flow Analysis shows that a typical day sewer flow for the existing school is 6,300 gallons (0.01 cfs) versus the proposed senior community at a lesser 6,192 gallons (0.01 cfs). The capacity of an 8” diameter sewer pipe at minimum slope is 0.81 cfs; therefore, the proposed redevelopment contributes towards only 1.2% of the average day minimum capacity of the 8” sewer pipe (or 12% of capacity when evaluating the peak flow condition), which is acceptable. Page 7 of 13 PC 061-2019 Packet Page 63 Presbyterian Homes Wisconsin Muskego Project Page 3 Development Summary The campus has a welcoming entrance boulevard leading to native landscapes with surface parking for residents and guests for easy access to the main entrance at the Town Center. Upon entering the Town Center, the views through the common area to the 2 story windows brings nature in and allows residents and guests views of the gathering spaces, landscaped gardens, pond, walking trails and mature trees that form the central outdoor common space. The outdoor feature areas will provide experiences with color, scents and water sounds which will be soothing to enjoy whether moving through our garden area or observing from a window. Prairie plantings will create seasonal changes and attract birds and butterflies that are interesting to observe. The proposed campus is a Mini‐Continuum of Care, which offers multiple levels of care and housing options including independent living apartments, traditional assisted living and assisted living memory care units. The assisted living and memory care communities are intentionally designed as small neighborhoods so residents experience a home‐like setting with living rooms and family space with staff nearby and involved. The variety in living options allows residents to stay within the campus and maintain connections with their friends and staff members they have come to know and care for. The multiple housing options create an added benefit and peace of mind for married couples, offering them the ability to stay together within the community with priority access to care should one need it. The mini‐continuum campus approach creates a strong connected community where residents can age in place. See Site Plan Attachment. Project Components Town Center The Town Center consists of approximately 19,500 square feet of program space on three (3) levels. Following our Wellness motto “Freedom to live well”, the Town Center of the campus offers a variety of amenities that promote physical, intellectual, spiritual and emotional well‐being. A controlled access entry lobby opens to resident activity areas with balcony views through to rear beautifully landscaped gathering areas and a large pond. Our restaurant style dining room offers many handcrafted healthy and delicious options to choose from in a more formal setting. A bistro venue with snacks, handcrafted sandwiches and homemade soups in a casual setting is another dining option for residents. Residents enjoy the use of a theatre complete with movie style seating and large screen and surround sound. The club room and library/learning center provide opportunities for social interaction as well as educational resources. The central Hearth and Fellowship Hall serve as gathering spaces for residents and hosts special campus wide events and programs as well as inter‐denominational worship services for residents. The Wellness Center, with our own certified staff, offers state of the art cardio and weight equipment, group classes such as yoga, balance and mobility and stretching, as well as a full service beauty salon. Personal Training is available upon request. Administrative offices, conference rooms, two (2) guest suites, multiple elevators and stairways, a fully sprinkled building for maximum fire safety, and all back of house service and receiving spaces round out the abundant Town Center amenities. Page 8 of 13 PC 061-2019 Packet Page 64 Presbyterian Homes Wisconsin Muskego Project Page 4 Building Areas Town Center 19,500 sf Garage 46,650 sf First Floor 46,650 sf Second Floor 66,300 sf Third Floor 66,300 sf Total Building sf 225,900 sf Landscape Surface Area  5.9 acres of open (non‐impervious) space (64.4%)  3.26 acres of hard surface Living Units Independent Living (IL)  The 82 Senior Apartments and separate entrance lobby are located in a three (3)‐ story wood‐framed construction over one‐story of underground structured parking. The building is designed to keep hallway length at a minimum with easy access to the elevators and Town Center amenities. Each apartment has high end finishes and includes a full kitchen with stainless steel appliances, washer & dryer, solid surface countertops (granite or comparable) and a balcony or patio. Additional resident storage and secured underground heated parking is available for a fee. Assisted Living (AL) and Memory Care (MC) For peace of mind, PHS home care staff is available 24/7 for all assisted living and memory care residents. Our full time Life Enrichment Director provides a myriad of activities throughout the day as well and our onsite chefs create fresh, healthy meals daily with multiple menu offerings.  20 units of assisted living are located on the first level of a two‐story steel‐framed construction. The assisted living community has a mix of one (1) and two (2) bedroom units. A common area dining room, living room, activity room, outdoor garden patio and laundry in some units as well as a community laundry room with complimentary washers and dryers are located within the assisted living community. 2 meals are included daily as well as weekly linen change and housekeeping.  20 memory care units are located on the second level of the 2 story steel‐framed construction. The memory care has a mix of studio and one (1) bedroom units. A common area dining room, living room, activity room and outdoor patio are all located within the community. 3 meals are included daily as well as 3 loads of laundry per week, weekly linen change and housekeeping. Assisted Living Resident Safety and Security Daily “I’m ok Checks” are done at mealtime. In addition all residents have an emergency call pendant that is monitored by the homecare staff 24/7. Each pendant is equipped with a GPS monitoring system that alerts staff to the resident’s last known location within the building when the pendant button is pressed. Memory Care Resident Safety and Security Daily “rounding” of resident rooms is done every 2 hours. All doors entering to and exiting Page 9 of 13 PC 061-2019 Packet Page 65 Presbyterian Homes Wisconsin Muskego Project Page 5 from the memory care community are secured by a key pad and/or electronic fob entry system that requires a code to enter and exit the building. All windows in resident rooms are secured. Should a door be propped or left open an alert will be sent to the monitoring nurse after 15 seconds. Due to the population of people we serve with memory loss, in lieu of the alarm sounding In the event of a fire, a strobe light will blink and all secured doors in memory care will unlock. Staff will follow emergency protocol that includes a designated staff person stationed at all unsecured doors. Staff Hours and Training With the exception of clinical homecare staff that are onsite 24 hours a day/7 days per week, all other PHS staff typically works between the hours of 7am and 8pm seven days per week depending on their position. In addition to all state and career required annual training and certifications (i.e. State required CBRF annual training), all staff are required to fulfill 18 hours of Relias continuing education annually. Staff also participates in Emergency Preparedness training through quarterly fire drills, semi‐annual severe weather drills, missing resident, intruder and other safety education at the Stand Up meetings conducted every day at every shift change (3x per day). The safety committee meets quarterly and provides annual updates for training as well. For those staff that works with our memory care residents, an additional 6 hours of Dove Dementia Training and 1 hour of Relias training is required. PHS and Alcohol The community in Muskego will not hold a liquor license or sell alcohol on our premises. The Club Lounge in the Town Center is equipped with beverage lockers that residents can reserve and store any beverage of their choice. Residents are also permitted to bring their own beverage to dinner, however our staff does not serve it. Campus Security All exterior doors of the campus are secured at all times and require an electronic fob to gain entry. The main entry doors may remain open during normal business hours, however, in the event that the Operations Team deems the doors are to be locked, our fulltime receptionist will grant access through the door entry system. The main entry is equipped with a door entry system that provides residents the ability to grant access to their visitors by pressing an access number on their phone when a visitor who comes to see them is at the door. Residents also have the front door video feed channel on their personal TV’s so they can see who it is that’s calling requesting access to the building. In addition, all residents will be issued a fob that allows them access to the building. All stairwells leading into the campus from the underground garage or exterior main level are secured with an interior door and require a fob for entry. All access points into the building are monitored by security cameras. Security cameras are also placed strategically throughout the entire campus. Parking/Deliveries and Staff Parking In addition to the temperature controlled underground garage, resident, staff and visitor surface parking is located at the main entrance. Move in’s will occur in the delivery driveway and door located on the western side of the Town Center. Intermittent FedEx or UPS deliveries and emergency responders will traditionally use the main entrance. Additional staff overflow parking and regular scheduled deliveries to the campus will be made Page 10 of 13 PC 061-2019 Packet Page 66 Presbyterian Homes Wisconsin Muskego Project Page 6 on the west side of the campus. This driveway will be clearly marked so as to avoid confusion. Regular deliveries to this part of the building would include:  garbage pick‐up (garbage is stored within the building and pulled out by staff on pick up day) anticipated to be 2 times per week depending  Food delivery anticipated to be 2 times per week  Linen delivery anticipated to be 1 time per week  Supply delivery will be intermittent based on campus need All deliveries are anticipated to occur during normal business hours. Projected Staffing The site is anticipating it will employ the equivalent of 34.4 full time employees in a variety of roles; site administration, chaplain, nurses, certified nursing attendants, cooks, servers, housekeepers and engineers as well as provide volunteer opportunities for those looking to give back to the Muskego community. Building Construction/Licensing The fully sprinkled building is to be constructed of three (3) stories of wood frame (Type V‐A) construction over concrete garage (Type I‐A). The assisted living wing is to be two stories of steel frame (Type II‐A) construction. Various uses of the building require different building code use groups which will include Group R‐2 for Independent Living, Group I‐1 for Assisted Living and Group I‐2 for Memory Care. The assisted living building will be licensed as CBRF. Building Presentation With multiple stories and an underground garage that total 225,900 sf , the building is intentionally sited with the shortest and smallest wings closest to Janesville Road as a gentle transition to the single family homes nearby. The Assisted Living and Memory Care wing is two stories tall and located on the north east portion of the site. The Town Center, the center portion of the building, graduates to a three story height providing architectural interest as well as accommodating two story ceiling heights for large common spaces. The three‐story independent living buildings, intentionally located close to the center of the site away from the residential homes, are located on the southern portion of the site, with views of the large pond and garden areas. The community is surrounded by the mature trees on the east side of the property as well as a pond with large berms and evergreen trees, screening the homes to the south of the property, providing a low visual impact to the surrounding neighborhood. See Exterior Renderings Attachments. Emergency fire responders have access to the fully sprinkled building by designated fire access lanes that are maintained year round by site operations. Building Exterior Materials In keeping with the residential character of the neighborhood, the exterior building materials include:  Stone bays and bands  Cement Board Siding in multiple exposures and colors  Architectural Reveal Asphalt Shingles  Vinyl Double Glazed Windows with clear glazing  Wood framed decks with picket railings Page 11 of 13 PC 061-2019 Packet Page 67 Presbyterian Homes Wisconsin Muskego Project Page 7 Site Landscape Design  Porte Cochere /Main front door at Town Center  Extensive planting design at the entry areas, site perimeter and at prominent architectural points along the building foundation.  Large windows bring natural light in and make views of nature plentiful.  Outdoor pathways with a pond and gardens are important elements of wellness.  AL outdoor patio with planters and furnishings, surrounded by plantings.  Meadow Mix along east property line provides a naturalized transition from the senior housing site to the existing tree line.  Service Entrance–isolate service activities through separate entry.  Along with the walking paths and pond area the landscape planting design will provide a natural feel for the residents to enjoy. Site Impact to Surrounding Community Traffic impact‐ It is worth noting that senior communities generate approximately 3.5 trips per day per household compared to single family homes which generate 9.6 trips per day per household. For cities looking to keep traffic impact to a minimum in developing residential areas, senior living communities are a preferred option as they are very low impact. Impact to schools‐ This development will have no negative impact on the Muskego School District as this will be a senior living facility. Impact to fire/police‐ The campus is equipped with and emergency call pendant system that is staffed and monitored 24/7 by PHS. Each resident is given a pendant to call for help that alerts campus staff to the resident location anywhere within the community. Statistically, 75% of residents who occupy a PHS community have lived within a 10 mile radius of the campus prior to moving in. Presbyterian Homes and Services staff will be the first responder to help residents when needed. These same residents would have been calling 911 if they needed help at their homes. Benefits to the city and residents of Muskego‐  Resident choice‐ With the addition of this PHW community, Muskego residents have more choices in living options. It also allows them to remain in the city where they have established personal, civic and community relationships. This will be a high‐quality living community with a month to month rental agreement that DOES NOT require an entrance deposit. Residents who live within our community also keep their own physicians and specialists, an added benefit as well.  Neighborhood revitalization‐ As residents sell their home and move to Presbyterian Homes, real estate inventory expands, attracting new young families into the City of Muskego. This has a direct positive impact on the school district as well as the community at large  New job creation‐ The site will employ the equivalent of 34.4 full time employees in a variety of roles; site administration, chaplain, nurses, certified nursing attendants, cooks, servers, housekeepers and engineers as well as provide volunteer opportunities for those looking to give back to the Oconomowoc community.  Low impact to neighborhood traffic‐ In addition to staff shift changes occoring at off peak hours. The average age of residents living within a Preshomes community is 85. Residents who are still driving tend to drive infrequently and during off peak hours. This project will have a low impact to traffic in the area. Page 12 of 13 PC 061-2019 Packet Page 68 Presbyterian Homes Wisconsin Muskego Project Page 8 Development Team Information  Lisa Albain, Project Developer for Senior Housing Partners (SHP), a subsidiary of Presbyterian Homes and Services (PHS), will be leading the project development from planning and entitlements through construction and installation of furnishings, staff training start up and resident occupancy. Lisa was also the Project Developer for the Fairway Knoll Community in Germantown, WI adjacent to Blackstone Creek Golf Course and Towner Crest, currently under construction in Oconomowoc, WI.  Dawn Wieczorek, InSite Architects‐ Partner, Designer and Project Manager, specializing in Senior Housing and Affordable Housing will be leading the architectural team. Dawn has over 30 years in the industry and designed Dickson Hollow, Fairway Knoll and Towner Crest for Presbyterian Homes, as well as many other projects throughout the nation.  Josh Pudelko, TRIO Engineering‐ will provide the land surveying, site civil engineering, including grading and utility design, erosion control and storm water management planning, and construction staking.  Tom Mortensen, RA Smith Landscaping‐ Tom is the Assistant Director of Land Development Services. He and his team will provide the landscape architecture design for the project.  Senior Lifestyle Design (SLD), also a subsidiary of PHS, will provide interior design.  Heidi Roberts, Regional Director of Marketing for SHP, will be leading the marketing team from groundbreaking until the campus is 95% occupied. Lisa Albain, Senior Housing Partners 3116 Fairview Ave. North Roseville, MN 55113 Office: 651.631.6316 lalbain@seniorpartners.com Dawn Wieczorek, InSite Architects 1000 University Avenue West, Suite 130 St Paul, Minnesota 55104 Office: 612.252.4824 Dawn@insitearchitect.com Josh Pudelko, Trio Engineering 4100 North Calhoun Rd Brookfield, WI 53005 Office: 262.790.1480 jpudelko@trioeng.com Heidi Roberts, Senior Housing Partners 3116 Fairview Ave. North Roseville, MN 55113 Office: 414.207.5913 hroberts@seniorpartners.com Tom Mortensen, RA Smith Landscaping 16745 W Bluemound Rd. Brookfield, WI 53005 262‐317‐3323 Tom.Mortensen@raSmith.com Senior Lifestyle Design 3116 Fairview Ave. North Roseville, MN 55113 Office: 651.631.6300 Page 13 of 13 PC 061-2019 Packet Page 69