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PLAN COMMISSION Packets 05072024CITY OF MUSKEGO PLAN COMMISSION AGENDA 05/07/2024 6:00 PM Muskego City Hall, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE CONSENT BUSINESS be C21 of SKEGO RESOLUTION PC 027-2024 Approval of a Two -Lot Extraterritorial Certified Survey Map for Patrice Elacqua located in the Town of Norway. PC 027-2024 SUPPLEMENT.pdf PC 027-2024 RESOLUTION.pdf PC 027-2024 SUBMITTAL.pdf RESOLUTION PC 028-2024 Approval of the sale of Fireworks for Freedom Fireworks, LLC. at the Muskego Centre located at W189 S7761 Racine Avenue / Tax Key No. 2192.971. PC 028-2024 SUPPLEMENT.pdf PC 028-2024 MAP.pdf PC 028-2024 RESOLUTION.pdf PC 028-2024 SUBMITTAL.pdf NEW BUSINESS FOR CONSIDERATION RESOLUTION PC 029-2024 Approval of a Building, Site and Operation Plan Amendment for Loomis Court, LLC. located at S98 W12575 Loomis Court / Tax Key No. 2257.973.001. PC 029-2024 SUPPLEMENT.pdf PC 029-2024 MAP.pdf PC 029-2024 RESOLUTION.pdf PC 029-2024 SUBMITTAL.pdf RESOLUTION PC 030-2024 Approval of a Building, Site and Operation Plan Amendment for 2 Banderas located at S72 W16373 Janesville Road / Tax Key No. 2197.997. PC 030-2024 SUPPLEMENT.pdf PC 030-2024 MAP.pdf PC 030-2024 RESOLUTION.pdf PC 030-2024 SUBMITTAL.pdf RESOLUTION PC 031-2024 Approval of a Building, Site and Operation Plan Amendment for St. Paul's Evangelical Lutheran Church located at S66 W14325 Janesville Road / Tax Key No. 2165.972.001. PC 031-2024 SUPPLEMENT.pdf PC 031-2024 MAP.pdf PC 031-2024 RESOLUTION.pdf PC 031-2024 SUBMITTAL.pdf 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 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 CITY HALL, (262) 679-4100. K City of Muskego Plan Commission Supplement PC 027-2024 For the meeting of: May 7, 2024 REQUEST: Extraterritorial Certified Survey Map for a Two -Lot Land Division Town of Norway, Racine County PETITIONER: Patrice Elacqua INTRODUCED: May 7, 2024 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 027-2024 The property is located at South Wind Lake Road and Wind Crest Drive in the Town of Norway. The CSM is for a two -lot land division and is within the extraterritorial review authority of the City as defined by State Statute. STAFF DISCUSSION PC 027-2024 The petitioner is proposing to create two parcels from the current three parcels while dedicating the required right- of-way. The new parcels will be approximately 1.42 and 0.41 acres in size. It appears as there will not be any adverse impacts to the City of Muskego as the property is south of Wind Lake in the Town of Norway. Staff recommends approval subject to any technical corrections received from the Engineering and/or Planning Divisions. The Resolution is drafted accordingly. STAFF RECOMMENDATION PC 027-2024 Approval of Resolution # PC 027-2024 3 RESOLUTION #P.C. 027-2024 APPROVAL OF A TWO -LOT EXTRATERRITORIAL CERTIFIED SURVEY MAP FOR THE ELACQUA PROPERTY LOCATED IN THE TOWN OF NORWAY WHEREAS, A Certified Survey Map was submitted by Patrice Elacqua for a two (2) lot land division located in the Town of Norway, and WHEREAS, This property is located within the jurisdiction of the extraterritorial powers of the City of Muskego and approval by the Plan Commission is necessary under the City's subdivision regulations, and WHEREAS, It appears as there will not be any adverse impacts to the City of Muskego as the property is south of Wind Lake in the Town of Norway, and WHEREAS, The Town of Norway and/or Racine County must also approve all certified survey maps within their jurisdiction. THEREFORE BE IT RESOLVED, That the Plan Commission approves the extraterritorial Certified Survey Map for a four lot land division submitted by Patrice Elacqua for a property located in the Town of Norway and recommends the same to the Common Council. 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. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: May 7, 2024 ATTEST: Adam Trzebiatowski AICP, Planning Manager 4 RACINE COUNTY CERTIFIED SURVEY jVAP NO. A PARCEL OF LAND BEING PART OF OUTLOT 2 OF "WIND CREST" SUBDIVISION, AS RECORDED IN VOLUME 34 ON PAGES 33-35 AS DOCUMENT NO.1407623, AND UNPLATTED LAND LOCATED IN GOVERNMENT LOT 1 IN THE NORTHWEST FRACTIONAL 1/4 OF SECTION 16, TOWNSHIP 4 NORTH, RANGE 20 EAST OF THE FOURTH PRINCIPAL MERIDIAN, IN THE TOWN OF NORWAY, COUNTY OF RACINE AND STATE OF WISCONSIN. NORTHWEST CORNER 26_36_.75' Note: This map is being prepared SECTION 16-4-20 h N88'0_3'_21"E NORTH 1/4 CORNER N. = 302,438.78 N. LINE OF THE NW 1/ON 16-4,20 SECTION 16-4-20 for lot line adjustment purposes. N. = 302,528.23 E. = 2,496,543.59 Meander line per Pik Note: Wetlands were delineated by Heartland COMPUTED found iron stakes. = 2p6y' E. = 2,499,178.79 Ecological Group, Inc. and field located by N44°20'42"E 89.02;. JY-' BRASS CAPPED this office. The wetlands are shown on a map CAS T IRON MONUMENT provided to this office by said Heartland S• vl Ecological Group dated 5/27/2023 and Y y25a Note: Ordinary high water mark was correspond very closely to our field location. 5rob approximated by this office and is shown for reference only. Any land LEGEND below the ordinary high water mark of a lake or a navigable stream is subject ® FOUND 1-1/4" DIA. IRON ROD gyp/ � s to the public trust in navigable waters a, A R o that is established under article IX, b, FOUND 5/8" DIA. IRON ROD ?� b� J section 1, of the state constitution. y �`j • FOUND 1-5/16" O.D. IRON PIPE 1 FOUND 1-5/8" O.D. IRON PIPE WETLANDS ., 2y G2A< • FOUND 1" O.D. IRON PIPE r4,1 3B; op�54, 9j, \ 0� k FOUND ANGLE IRON STAKE �y.._ •9. O FOUND 2" DIA. CAST IRON MONUMENT IN �: ( ) RECORDED AS f LOT > 3 2. \1 61,848 sq. ft. 's`'s / Cast iron monument is S.t \\ 0 1.42 acres B.�J /2R,S,/ 5"E of actual corner. \� 100 year flood line. 2• / �2?) \\C� 1 El. = 772.8' NAVD88 \ n i y x Rho Pipe is 0.54' \• W. 11L hey^o� 00�5 1R, ��s N4614'51"W of \Z WETLANDS o % , Q P ° �` tr G actual corner. \P .I. h o Qoo�v �O� 2'0� \\w I 1AL 9•• A°�oJ� �h/. \ SCE \\9T 1A 10',AL "9 cd / w \� „ \d r4 c 3 W CA P - ti �41• y. ,rQ. p• - L___ y N' 1"M `.�Pr, -i�/hk / i o qO,J gh�`t'oOR�' .� 8, O'ry'•.. 4iO��ryii O b 2 G p O011n��J5 6�� 0 ObIoe you• �J LOT 2 ' •:. 0 rye ., \� . 17,738 sq. ft. 6°�rOpOrs�1 �� oG 0.41 acres W9 o ' / i ��d9'`�^O 'yy9•S�" �Oc 2 Ob �r� �Dc�kph hm DO L 'lfl.•:s. i -®, .\ �\ Sj�� \ bpohf0 ro pc91 Shed to (Pz '/ $ : \✓�•\ ! L (3 O� a� be moved. 43 5 o11 tip . O 0 52, xj, •y;� ` 00, nor `•?'\ `®se S'� \2o s ; \ y �'•.• 55 LOT 1 TANGENT IN = S37"03'11"W LOT 1 TANGENT OUT = S59'49'16"W LOT 2 TANGENT IN = N46'27'58"E J \OT 2 TANGENT OUT = N37"37'03"E i PROPERTY OWNER: THE PATRICE WESSEL ELACQUA DECLARATION OF TRUST #17652 13740 CALLA LILY LANE BROOKFIELD, WI 53005 0 40' 80' 160' PREPARED BY: SATTER SURVEYING LLC 272 ORIGEN STREET BURLINGTON, WI 53105 SCALE. 1 — 80 BEARINGS HEREON RELATE TO GRID NORTH OF THE WISCONSIN STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD-1927). ASSUMED BEARING OF THOMAS L. SATTER S-2850 NORTH 88"03'21" EAST ON THE NORTH LINE OF APRIL 3, 2024 JOB NO. 092314CSM THE NORTHWEST 1/4 OF SECTION 16-4-20. THIS INSTRUMENT DRAFTED BY THOMAS L. SATTER SHEET 2 OF 3 4= City of Muskego Plan Commission Supplement PC 028-2024 For the meeting of. May 7, 2024 REQUEST: Approval of the Temporary Sale of Fireworks in the Muskego Centre parking lot W189 S7819-39 Racine Avenue / Tax Key No. 2192.971 SE '/4 of Section 8 PETITIONER: Dustin Hein, Freedom Fireworks, LLC. INTRODUCED: May 7, 2024 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 028-2024 Petitioner proposes to operate a temporary fireworks sales stand within the existing parking stall area on the east side of the property along Racine Avenue. A 30' x 60' tent will be erected for product display and retail sales along with two 8' x 20' metal storage containers immediately adjacent to the tent for all storage. A safety barrier will be in place to separate the patrons from vehicles in the drive aisles. Signage has been indicated as two 3' x 20' temporary banners secured to the containers. Operations are proposed from June 21s', 2024 to July 7th, 2024 from 9:00 am to 9:00 pm daily. The tent and containers will be completely removed from the site by July 14, 2024. The property will be canvased daily for trash and debris. Permission has been received from the property owner to use the site and the restroom facilities. DISCUSSION PC 028-2024 The proposal is consistent with operations of other vendors in Muskego and essentially the same as last year at this location. The only difference is the petitioner is asking for two 8' x 20' containers rather than a single 8' x 40' container. As allowed with other firework sales locations, the storage containers may be on site. There have been no problems with the storage containers in years past when the applicant operated in the Pop's MarketPlace, Piggly Wiggly or the Pick n Save parking lots. At some times in the past the signage that has been placed on/around the site has been much more than approved and the only signage allowed if the specific signage noted in the application. This means that yard signs and other banners (other than those specifically approved) are not allow on or around the site. A transient merchant license must be obtained from the City Clerk's Office. All tents and storage must be located within parking stalls and no drive aisles can be blocked anywhere on site. STAFF RECOMMENDATION PC 028-2024 Approval of Resolution #PC 028-2024 RESOLUTION #PC 028-2024 Supplemental Map a� r� ,ten O C� 00 Freedom Fireworks W189 S7819-39 Racine Avenue � fke C5j of PIF SKEGO !Wni"ik ` Xlq Vc Q Agenda Item(s) Right -of -Way Properties bL Iio' 0 200 400 Feet 1 1 1 Prepared by City of Muskego Planning Department J RESOLUTION #P.C. 028-2024 APPROVAL FOR SALE OF FIREWORKS FOR FREEDOM FIREWORKS LLC AT THE MUSKEO CENTRE LOCATED IN THE SE'/OF SECTION 8 (W189 S7819-39 RACINE AVENUE / TAX KEY NO. 2192.971) WHEREAS, A request has been submitted by Dustin Hein of Freedom Fireworks LLC to locate a temporary sales tent, storage container and signs advertising the sale of fireworks at the Muskego Centre location at W 189 S7819-39 Racine Avenue / Tax Key No. 2192.971, and WHEREAS, The petitioner previously sold fireworks in the Pop's MarketPlace, Piggly Wiggly and Pick n Save parking lots, and WHEREAS, The tent will be 30' x 60' and the two containers will be 8' x 20' in size, and WHEREAS, Signage has been indicated as two 3' x 20' temporary banners secured to the containers, and WHEREAS, A safety barrier will be in place to separate the patrons from vehicles in the drive aisles, and WHEREAS, A site plan has been filed for staff review and proof of sanitary facilities accommodations has been provided, and WHEREAS, An electrical permit and inspection will be required through the Building Inspection Division for any electricity hookups, and WHEREAS, A Transient Merchant License will be required to be obtained from the City Clerks Office THEREFORE BE IT RESOLVED, That the Plan Commission approves the request for a temporary stand in the Muskego Centre parking lot for fireworks sales for Freedom Fireworks LLC subject to the following conditions: 1. Dates of operation approved from June 21st, 2024 to July 7th, 2024, and 2. The tent and containers will be completely removed from the site by July 14, 2024, and 3. Hours of operation permitted only from 9 am to 9 pm, and 4. A letter of approval from the property owner has been submitted to the Planning Division approving rental space for Freedom Fireworks LLC, and 5. Applicable electrical permits / licensing must be obtained from the Building Inspection Division prior to any site work on the property, if applicable, and 6. Petitioner to obtain a Transient Merchants License from the Clerk -Treasurer's Office. BE IT FURTHER RESOLVED, That no signage (including banners, yards signs, etc.) is allowed on or around the site other than the specific signage that was approved as part of the submittal. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: May 7, 2024 ATTEST: Adam Trzebiatowski AICP, Planning Manager 140' 00, Powered by Esri CONTAINERS SIGN #2 ,/10,'--SIGN #1 METY BARRIERS ! � %, 44 ti 4a ARKING 1 50' 6101 9 10 SITE PLAN NARRATIVE • SALES WILL START ON JUNE 21TH AND END ON JULY 7TH, 2024 HOURS OF OPERATION 9AM-9PM. • ONE(1) EMPLOYEE WILL BE SCHEDULED DAILY WITH ADDITIONAL EMPLOYEES ADDED DURING PEAK SALES DATES. ONE(1) EMPLOYEE VEHICLE WILL BE PARKED DAILY. TYPES OF PRODUCTS SOLD: SAFE AND SANE FIREWORKS AND 4TH OF JULY NOVELTIES. • CUSTOMERS MUST BE AT LEAST 18 YEARS OLD TO PURCHASE FIREWORKS. • FIREWORKS WILL BE SOLD IN ACCORDANCE WITH THE LAW OF THE CITY OF MUSKEGO. NO ITEMS, DEFINED BY STATE STATUTE 167.10 AS FIREWORKS, WILL BE STORED, SOLD, DISPLAYED OR POSSESSED AT THE LOCATION. • PREMISES LIABILITY INSURANCE IN THE AMOUNT OF $2,000,000 WILL BE OBTAINED WITH THE CITY OF MUSKEGO AS ADDITIONAL INSURED. INSURANCE WILL BE OBTAINED AND FILED WITH THE CITY NO LATER THAN JUNE 1ST, 2024. • SALES WILL BE FROM A RED, WHITE AND BLUE 30' X 60' FIESTA STYLE POLE TENT. • STORAGE WILL BE FROM TWO(2) 20' X 8' X 8' (L,W,H) METAL STORAGE CONTAINERS. CONTAINER DOORS WILL BE KEPT CLOSED AND LOCKED WHEN NOT IN USE. • MULTIPLE FIRE EXTINGUISHERS WILL BE NO MORE THE 30' APART IN THE SALES TENT AND ONE(1) EXTINGUISHER WILL BE AT THE ENTRANCE OF EACH STORAGE CONTAINER. • NO SMOKING SIGNS WITH BE CLEARLY VISIBLE TO THE PUBLIC AND NO SMOKING WILL BE ALLOWED WITHIN 50' OF THE SALES TENT AND STORAGE CONTAINERS. • A SAFETY BARRIER WILL BE IN PLACE TO PREVENT THE CUSTOMERS FROM EXITING THE SALES TENT DIRECTLY INTO THE PARKING LOT DRIVEWAY. • TWO(2) 20'x 3' BANNERS WILL BE USED FOR ADVERTISING SIGNS. BANNERS WILL BE PERMANENTLY SECURED TO THE CONTAINERS. PLEASE SEE ATTACHED SITE AERIAL FOR PLACEMENT. N r • RESTROOMS WILL BE MADE AVAILABLE FOR EMPLOYEES AND CUSTOMERS INSIDE STRIPMALL RETAIL FACILITIES. WHEN THE STAND IS CLOSED THE TENT WALLS WILL BE HUNG UP AND SECURED TO PREVENT ANY ENTRY INTO THE SALES AREA. WHEN THE TENT SIDES ARE UP WE ARE CLOSED, WHEN THE TENT SIDES ARE DOWN WE ARE OPEN. • PROPERTY LINE WILL BE POLICED DAILY FOR WIND BLOWN TRASH AND DEBRIS. • OPERATIONS WILL BE KEPT CLEAN AND ORGANIZED WITH A PATRIOTIC THEME. M r MCP Investments, LLC 2060 N. Humboldt Blvd., Suite 225 Milwaukee, WI 53212 March 20TH , 2024 Via E-mail: freedomfireworksnow@gmail.com Dustin Hein, Member Freedom Fireworks LLC 319 S. Wright St. Delavan, WI 53115 RE: Muskego Centre - Temporary Retail Operations — Fireworks Sales Dear Dustin: As you know, MCP Investments (the "Landlord") owns the shopping center commonly known as Muskego Centre, with an address of W189 S7847 Racine Avenue, Muskego, Wisconsin 53150. This letter shall confirm that we have reached an agreement with Freedom Fireworks LLC ("Tenant") to allow the Tenant to operate a temporary outdoor sales area in the parking lot that serves the Shopping Center. This letter further confirms that we have made arrangements for the employees of Tenant to access appropriate restrooms during the Tenant's business operations at the Shopping Center. Sincerely, John Kardelis Manager CC: Tracy Anderson - tracyanderson(@inlanta.com Tim Randall - tim.randall(@whgroup.com Telephone: 414.331.8010 e-mail: ohn.kardelisC�colliers.com City of Muskego Plan Commission Supplement PC 029-2024 For the meeting of. April 7, 2024 REQUEST: Approval of a Building, Site, and Operation Plan Amendment for Loomis Court, LLC. S98 W12575 Loomis Court / Tax Key No. 2257.973.001 SE '/4 of Section 25 PETITIONER: Robert & Christine Arend INTRODUCED: April 7, 2024 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 029-2024 The petitioner has submitted a request for approval of a Building, Site, and Operation (BSO) Plan amendment for Loomis Court Storage. The request is for an expansion to the outdoor storage area with a new fence and a second driveway access to the storage area. Resolution PC 050-2005 granted the approval of a Conditional Use Grant (CUG 172) for the fenced outdoor storage area. A six-foot chain link fence with brown colored slatting was used to screen the storage. PLAN CONSISTENCY PC 029-2024 Comprehensive Plan: The 2020 Plan depicts this property for commercial uses. The proposal is consistent with the Plan and the current use is already existing and approved for this site. Zoning: The property is currently zoned B-4 — Highway Business District. The current use is consistent with the Code with a Conditional Use Grant. DISCUSSION PC 029-2024 As is noted above, Loomis Court Storage is seeking approval to expand the enclosed outdoor storage area and add a second access point to enter/exit the storage area. The petitioner states that he intended to come to Plan Commission for approval of the second access point, but has already moved forward with expanding the outdoor storage area including adding the recycled asphalt surface and relocating the perimeter fence to accommodate the expanded storage. Furthermore, since it was found that the fencing and recycled asphalt was installed, the petitioner has had the property surveyed and it was found that the expanded storage area and fencing are within the 15' wetland setback. The code states that landscape features, including fences, are allowed within the wetland protection offset areas provided they do not cross into and/or impact the wetlands. The petitioner states that the gravel placed within the fenced area that is also within the wetland protection offset must be removed and replaced with planting material. This wetland protection offset area must remain clear of gravel or recycled asphalt and anything be stored. To ensure the wetland protection offset area remains protected moving forward, staff recommends a barrier of either fencing, parking curbs or other physical barrier be placed along the edge of wetland protection offset areas that will provide a clear boundary of the limits of the outdoor storage area. The barrier must prevent vehicles, trailers, etc. from encroaching in the setback. The resolution is drafted to include a barrier to be approved by staff. The plan submitted shows wetland protection offset being within the identified edge of new storage limits in the previously approved area in addition to the new expanded storage area. 14 As for the fencing, a new chain link fence has already been installed expanding the outdoor storage area. The previous approval was for a six-foot chain link fence with brown slatting. More recent City approvals do not consider chain link fencing with slats suitable to screen any outdoor storage areas and typically require a fully opaque solid fence as a screening device. Plan Commission should discuss whether they find it appropriate to allow for the expanded chain link fencing to be chain link with slatting to match the existing or if a solid opaque fencing should be used in keeping with all recently approved screening applications. The resolution is drafted as a fence to match the existing with matching slatting due to the visibility from North Cape Road and the traffic along Loomis Court. The last subject of this petition is to allow for a second access point along Loomis Court to the west of the enclosed storage area. The DNR has granted approval to fill two areas of artificial wetlands on the site. The artificial wetlands include the ditch area adjacent to Loomis Court and a small wetland to the north of the storage area. The access itself does not present any issues except that clearing the vegetation for the access will make the enclosed storage area much more visible from the west, or North Cape Road. Since the fencing is approximately 350 feet from North Cape Road, staff feels that adding a few new coniferous trees or arborvitae plantings along the western side of the drive aisle will sufficiently screen the drive aisle and new gated entrance. All conditions of previous approvals will still remain applicable to this site including the uses in the buildings to the west as well as the enclosed outdoor storage area. STAFF RECOMMENDATION PC 029-2024 Approval of Resolution PC 029-2024 15 RESOLUTION #PC 029-2024 Supplemental Map Loomis Court, LLC. S98 W12575 Loomis Court t 90,Cgo, SKEGO rah jrmati Q Agenda Item(s) Right -of -Way Properties 0 100 200 Feet 1 1 1 Prepared by City of Muskego Planning Department Ayres Associates r 16 RESOLUTION #P.C. 029-2024 APPROVAL OF A BUILDING, SITE, AND OPERATION PLAN FOR LOOMIS COURT LLC. LOCATED IN THE SE'/OF SECTION 25 (S98 W12575 LOOMIS COURT / TAX KEY NO. 2257.973.001) WHEREAS, A submittal was received from Robert & Christine Arend of Loomis Court LLC. for approval of a Building, Site, and Operation Plan amendment for an expanded outdoor storage area and a second access point located at S98 W12575 Loomis Court (Tax Key No. 2257.973.001), and WHEREAS, The property is currently zoned B-4 Highway Business District, which allows the current use as a Conditional Use Grant, and WHEREAS, The 2020 Comprehensive Plan shows this property for commercial uses and the proposal is consistent with the plan and the current use is already existing and approved for this site, and WHEREAS, Resolution PC 050-2005 granted the approval of a Conditional Use Grant (CUG 172) for the fenced outdoor storage area, and WHEREAS, The petitioner is seeking approval to expand the enclosed outdoor storage area and add a second access point to enter/exit the storage area, and WHEREAS, The petitioner has already moved forward with expanding the outdoor storage area including adding the recycled asphalt surface and relocating the perimeter fence to accommodate the expanded storage, and WHEREAS, The property was surveyed and it was found that the expanded storage area and fencing are within the 15' wetland setback, and WHEREAS, The code states that landscape features, including fences, are allowed within the wetland protection offset areas provided they do not cross into and/or impact the wetlands, and WHEREAS, The petitioner states that the gravel placed within the fenced area that is also within the wetland protection offset must be removed and replaced with planting material, and WHEREAS, This wetland protection offset area must remain clear of gravel or recycled asphalt and anything to be stored, and WHEREAS, A new chain link fence has already been installed expanding the outdoor storage area to match the previous approval being a six-foot chain link fence with brown slatting, and WHEREAS, More recent City approvals do not consider chain link fencing with slats suitable to screen any outdoor storage areas and typically require a fully opaque solid fence as a screening device, and WHEREAS, A second access point will be installed along Loomis Court to the west of the enclosed storage area, and WHEREAS, The DNR has granted approval to fill two areas of artificial wetlands on the site being the ditch area adjacent to Loomis Court and a small wetland to the north of the storage area, and WHEREAS, The access itself does not present any issues except that clearing the vegetation for the access will make the enclosed storage area much more visible from the west, or North Cape Road, and WHEREAS, Since the fencing is approximately 350 feet from North Cape Road, staff feels that adding a few new coniferous trees or arborvitae plantings along the western side of the drive aisle will sufficiently screen the drive aisle and new gated entrance, and `rl WHEREAS, All conditions of previous approvals will still remain applicable to this site including the uses in the buildings to the west as well as the enclosed outdoor storage area. THEREFORE BE IT RESOLVED, That the Plan Commission does hereby approve of a Building, Site and Operation Plan amendment for Loomis Court, LLC. located at S98 W12575 Loomis Court / Tax Key No. 2257.973.001. BE IT FURTHER RESOLVED, Fencing, parking curbs or other physical barrier approved by the Planning Division be placed along the edge of wetland protection offset throughout the entire outdoor storage area to provide a clear boundary of the limits of the outdoor storage area to prevent vehicles, trailers, etc. from encroaching in the setback. BE IT FURTHER RESOLVED, A fence to match the existing with matching slatting is appropriate due to the past approvals and the visibility from North Cape Road and the traffic along Loomis Court. BE IT FURTHER RESOLVED, Slatting must be installed on the west facing side of the fence by the gate/second driveway and the stormwater pond. 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: Denied: Deferred: Introduced: May 7, 2024 ATTEST: Adam Trzebiatowski AICP, Planning Manager 18 7T MINIMDM Tii'.C%N'SS RIP N�RAP OE p'-p' Nf1L GnADEO Q/ / FO ANGULM STONE y95. LL8t 1 TOP OF BERM El 75 ( / /, 36" CMP ..:..c'_ .._ G / INV. = 793.05 SPILLWAY DETAIL / m PLANT AN TOM CF RAIN GARDEN G/ (;T', - \, • / , WITH SUSTAINED MIXTURE THAT CAN / .... ^• BE SUSTAINED IN TEM CONOI110NS AND HAPORARY WEi YS LONG ROOT / �/ TOP OF BERM STRUCTURE THAT WILL PRCt PE / 795.5� FOR TAIL (SEE LAN'CSCAPE FLAN FOR DETAIL PLANT SPECIFICATIGNS). / 20' WIDE SPILLWAY �ELEV. 794.5 INV. 79083 _ 100-YR PEAK ELEVATION == 794.06 _� INV 792.27 2 YP. rr-FAK FLF\ TIDY 7930 /kx I ,. I .' I I Ili.'-. •! t ` O /' _ / ` C GL{ �t� - 4" PVC STORM SEWER) 0070!AFLT 792.2 / / �/O G// _/ / �.• `�' ir�`c ,�' 29 LF m S=4.97x G/ EXPANDED BASIN DETAIL / / 140T TO SCALE / G �.I• / NOTE- 1. DISTURBED AREA: 11,251 S.F. (0.258 ACRES) 2, PROPOSED IMPERVIOUS STORAGE AREA EXPANSION AND ADDITION OF NEW PAVED DRIVE WILL RESULT IN AN INCREASE OF 7.325 S.F. (0.168 ACRES) OF IMPERVIOUS SURFACE 3. BASED ON THE AREA OF INCREASED IMPERVIOUS AREA, A GREEN INFRASTRUCTURE PLAN HAS BEEN DESIGNED FOR THIS SITE BASED OFF OF MMSD REQUIREMENT. 4. THE EXISTING BASIN WILL BE EXPANDED TO ACCOMMODATE THE INCREASE OF IMPERVIOUS SURFACE. THE EXPANDED BASIN MEETS AND EXCEED THE MMSD GREEN INFRASTRUCTURE REQUIREMENTS. LEGEND ------ - EXISTING CONTOUR 190 PROPOSED CONTOUR •—TB9.5 PROPOSED GRADE EXISTING STORM SEWER ST PROPOSED STORM SEWER EXISTING SANITARY SEWER .w: PROPOSED SANITARY SEWER -- — —W— EXISTING WATER MAIN Iv PROPOSED WATER MAIN -- — — C — BURIED GAS MAIN --//--- �— OVER HEAD WIRE -- — F — BURIED ELECTRIC IP P+' L0 jq >x�/ WETLAND BOUNDARY / 2 79� 2 `/^ �� • %WAVER EDGE X EXISTING EMERGENCY 792. SPILLWAY W1 TH RIP RAP EL 793.5 TO BE REMOVED PROPOSED EMERGENCY SPILLWAY AT EL. 794.5 s� EXST. 6" PVC INV. = 792.27 REPLACE NTH 4" INV. 792.27 792.5 / / //!G FG' _ j• ' EXISTING 6" POND OUTLET PIPE TO BE REPLACED WITH 4'• PVC OUTLET PIPE t j 1-=29'�3=4.97:/ 792'8-! EXST. 6" PVC INV. = 790.83 REPLACE WITH 4" INV. 790.83 796 1 GRAPHIC SCAHHL--E-�--� 1 ir.<h= 20 fi FI`7 CJ englneering civil design and consulting www cf . , ! inerr),in E!•r:ra)n CJE NO.: 2362RO DECEMBER II, 2023 SITE GRADING PLAN C2o 0 0 N Loomis Court Storage -Outdoor improvement narrative-BSO Amendment April22, 2024 We area pplying for an amendment to our current BSO. We purchased the Loomis Court property in 2019. At that time there was a pile of topsoil adjacent to the outdoor storage. In an effort to improve the appearance & quality of our facility, we removed a stockpile of topsoil that was east of our fenced in outdoor storage area. Prior to removing the topsoil, this area was unsightly & unsafe. It was unwalkable & during the summer, thistles grew more than 6' in height. There were also dying trees falling on the fence. The existing fence was residential, not commercial grade. The slats were disintegrating, the posts were falling down & the swinging gate was difficult for our customers to use. Last year we decided to replace the fence with a 6' high commercial grade chain link fence with commercial slats. The slats were installed on the same elevations as the previous fence slats. We installed sliding gates which are much more user friendly. We anticipated coming in for a Plan Commission approval for a second driveway off Loomis Court; however, at the time the new fence was installed we were unaware the fence replacement would also require approval. As a result, we got a little ahead of ourselves. We have since had our Civil Engineer survey the area & establish the 15' wetland offset buffer. We understand that the previous metal fence line is ok & the new fence can remain in the buffer. We also understand that gravel in the expanded area buffer needs to be removed and replaced with planting material. We intend on planting a ground cover, similar to vinca, in the buffer. In addition, we obtained an artificial wetland exemption from the DNR. This exemption allows for the new driveway to be put in. This driveway will allow our customers to back into their parking spotAmuch easier. rAonsideration, bert P Arend rincipal, Loomis Court Storage A MAR, 'Ile AIW' M 10 M& I VF .7 AWS r- kL VIA IN X Mar WN dw Ajr 4Lt AW .4, 22 z i '41 u NIS, I 1100 Y�.k It'll- -MA, A V MO a,�` �I�. ��,•�•�'i�ll;i,� 11 1'� �1 l,1`� ;? 1 Pkli i City of Muskego Plan Commission Supplement PC 030-2024 For the meeting of.• May 7, 2024 REQUEST: Building, Site and Operation Plan Amendment (BSO) for 2 Banderas S72 W16373 Janesville Road / Tax Key No. 2197.997 NE'/ of Section 10 PETITIONER: Jose Camacho INTRODUCED: May 7, 2024 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 030-2024 The 2 Banderas restaurant is seeking a Building, Site and Operation (BSO) Plan amendment to allow for temporary outdoor seating and to repaint the exterior of the building. The temporary outdoor seating will be located on the grassy area on the Janesville side of the building east of the entryway. CONSISTENCY WITH ADOPTED PLANS 030-2024 Comprehensive Plan: The 2020 Plan depicts the property as Commercial uses. This proposal is consistent with the plan. Zoning: IDesign Guide(s): The property is zoned B-4 — Highway Business District and the proposal is consistent with the code. The Downtown Design Guide and General Design Guide govern this area. See comments below about building color. STAFF DISCUSSION PC 030-2024 As noted above, 2 Banderas is seeking approval for an outdoor seating area which would be located on the grassy area on the north side of the building east of the entry. The proposed outdoor seating area will be temporary from the end of May to the end of September of 2024 only. Pending the success of the outdoor seating will determine whether the petitioner will seek a more permanent solution. The outdoor seating area as proposed will be approximately 12' x 36' along the front of the building. There will be ten tables and have a 3-foot black iron fence separating the business patrons from any vehicle traffic. A Zoning Permit will be required for the fencing prior to installation. Staffs concern with this proposal is that there have not been any outdoor seating areas approved on grassy surface. All outdoor seating areas have been a hard surface utilizing an existing patio or parking area. As grass gets wet it can be slippery and easily be torn up and become muddy, which could lead to other issues such as erosion concerns. Also, no additional lighting is proposed for the outdoor seating area. The petitioner is also seeking approval to repaint the building from the grey/white scheme to a copper harbor and rycroft copper red color scheme. The Downtown Design Guide states that colors utilized in the project shall be a non -florescent. Earth tones such as grays, greens, browns, burgundies, and tans are required. The copper harbor color is an orange tone and the roycroft copper red is a deeper red color. Samples of the colors follow the supplement to avoid any printing misrepresentations. NEV There are no other exterior changes to the building proposed. If any lighting or signage is proposed separate reviews and permits will be required. STAFF RECOMMENDATION PC 030-2024 Approval of Resolution PC 030-2024, subject to the Plan Commission discussing if they thing the color choices are appropriate and subject to the Plan Commission discussing if they are ok with the temporary outdoor seating area being located on grass rather than a typically hard surface. WA RESOLUTION #PC 030-2024 Supplemental Map 4 - r > r O ' s z t LL1 � r �. ,, r .r , `r .' - 1 Land Info 2 Banderas S72 W16373 Janesville Road Q Agenda Item(s) Right -of -Way Properties 1 t-0 C W 0 50 100 Feet ,' SKFGO I 1 1 Prepared by City of Muskego Planning Department r 28 RESOLUTION #P.C. 030-2024 APPROVAL OF A BUILDING, SITE AND OPERATION PLAN AMENDMENT FOR 2 BANDERAS LOCATED IN THE NE'/4 OF SECTION 10 (S72 W16373 JANESVILLE ROAD / TAX KEY NO 2197.997 WHEREAS, A submittal was received for a Building, Site and Operation (BSO) Plan amendment for 2 Banderas located at S72 W 16373 Janesville Road / Tax Key No. 2197.997, and WHEREAS, The petitioner is proposing to add an outdoor seating and repaint the exterior of the building for the business located at the intersection of Janesville Road and Baylane Drive, and WHEREAS, The proposed outdoor seating area will be temporary from the end of May to the end of September of 2024 only, and WHEREAS, The outdoor seating area as proposed will be approximately 12' x 36' along the front of the building, and WHEREAS, There will be ten tables and have a 3-foot black iron fence separating the business patrons from any vehicle traffic, and WHEREAS, Staffs concern with this proposal is that all approved outdoor seating areas have been on a hard surface utilizing an existing patio or parking area while this proposal is for a grassy surface, and WHEREAS, The building is proposed to be repainted from the grey/white scheme to a copper harbor and rycroft copper red color scheme, and WHEREAS, The Downtown Design Guide states that colors utilized in the project shall be a non - florescent and earth tones such as grays, greens, browns, burgundies, and tans are required, and WHEREAS, There are no other exterior changes to the building proposed. THEREFORE BE IT RESOLVED, The Plan Commission approves of a Building, Site and Operation Plan amendment for 2 Banderas at S72 W16373 Janesville Road / Tax Key No. 2197.997. 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. BE IT FURTHER RESOLVED, A zoning permit is required for the fence. BE IT FURTHER RESOLVED, After the outdoor area closes in September 2024 all tables, chairs and any other materials related to the outdoor seating must be removed immediately and stored out of sight. BE IT FURTHER RESOLVED, This approval for the temporary outdoor seating is only allowed for 2024 and any future requests will need separate approvals. BE IT FURTHER RESOLVED, If any complaints are received regarding the noise, the petitioner must immediately rectify the noise issues via City staff and/or come back to the Plan Commission for another BSO amendment for a solution to the noise complaints. BE IT FURTHER RESOLVED, The 2 Banderas representatives must work with the Clerk's Office to receive all proper liquor/beer permits. 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. 29 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: May 7, 2024 ATTEST: Adam Trzebiatowski AICP, Planning Manager 30 n Q 0 Of Uj z Q a m NEIN WOD FENCE ENCLibSURE W/ GATE ,(FORTH, SOUTH & WEST) SSEEEE DETALS I , i 0 N SITE PLAN 1" = 50.0' e oVVNTRY SQOIRF- QED A LitJvA W iY tcav�la K S72 W10-73-�ANESYIc-Lr- 9oAP Musr.etp, wl 5SI50 EXISVG DENSE ARBIVITAE TREES 0 (2) SIDES OF O WASTE CONATFERS NEW ENTRANCE X� \ NEW I CEDAR lll�CK ---,-EXIST'G SLAB ON GRADE GARAGE UCTION CO. VV152 S8297 MYSTIC DRIVE M15KEGO, R4 :7 31 [USIMbru Informational Map _i 0 20 40 Feet I t I Not an official survey S72 W16373 JANESVILLE RO 32 33 M Planner City of Muskego W182 S8200 Racine Avenue Phone: (262) 679-4136 Fax: (262) 679-5614 Email. afahl@muskego.wi.aov Web; www.citvofmuskego.org From: Anthony Camacho <anthony.camacho@accumulusinv.com> Sent: Thursday, April 11, 2024 11:17 AM To: Aaron Fahl <afahl@muskego.wi.gov> Subject: Re: Dos Banderas Muskego Hello Aaron. This is Madai with Dos Banderas Muskego. These are the new details for the restaurant seating area. - The seating area will be temporary from the end of May to September of 2024 - The seating area will be 36ft by 12 ft. - The area will have 10 tables with 4 seats per table - The area will have a 36ft long fence that will cover the seating area - Fence will be iron just like the picture previously sent - Fence will be permanent - The fence will be 3 ft tall - There won't be a a flooring installed, seats and tables will be placed on top of the grass area - There won't be any outside light installed because there is already a light pole that light up the seating area 2 SW 6634 Copper Harbor Interior 1 Exterior Location Numher:120-C4 120 ORLPper COORDINATING COLORS SW 6084 Modest White SW 6336 Nearly Peach SW 2 Weathered Shingle IF Allow - Save to My Account • Add to my Project List - PIN Dark 8 0 U�; I'; k �QiAU WW- 35 color change W current color u�u NEW COLORS • Copper Harbor SW 6634 • Roycroft Copper Red SW 2839 current seating area New sitting area (summer time) new color EMT 116 36 To the city of Muskego Planning Commission, We are requesting an approval to change our restaurant colors from grey/white to copper harbor and roycroft copper red. The reason that we believe the change will be beneficial is that it better expresses the image of the restaurant. We believe the colors express happiness and joy, that is the image we want to project. Our restaurant is called dos banderas. The reason why it is called dos banderas is because it is an expression of the unity of two cultures, Mexican and American, in one place. We want people to receive the message of something vibrant and new to the city of Muskego as they drive by. We hope that you will consider our request as a way to draw new people to the lovely city of Muskego which we consider our home. 37 �t �M gW aft .4.t� r 9a•.� is oe , s' -`-a,- 'r, 1 1C [ �_Y i.r+ '� f aen n i,t,/ lit✓r �r .�$r „y,y, S� r yr�'r�v �,.aoh t�>�"a i t�� Ka � � l 5� � ;>� r s r"p,,,,�ypl �t ✓ r y-� 1 rvYFa kp`-. y �. � " i?•, s r e;i �r�r-:e `a�'t: tK hry$4��'v'. �,9,f � 'tT fl ry! rh, �'AY qT> ' 3i �-40, �"f' 56 w x dvv, City of Muskego Plan Commission Supplement PC 031-2024 For the meeting of: May 7, 2024 REQUEST: Building, Site, and Operation Plan Amendment for St. Paul Lutheran Church S66 W 14325 Janesville Road / Tax Key No. 2165.972.001. NE & SE'/4 of Section 2 PETITIONER: Ethan Whitney of Groth Design Group on behalf of St. Paul Lutheran Church INTRODUCED: May 7, 2024 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 031-2024 A submittal was received from Groth Design Group for the Building, Site, and Operation Plan Amendment for St. Paul Lutheran Church. The BSO Amendment consists of two major additions including one addition on the south side of the existing church and an addition to the east side of the school building. The existing parking lot will also be expanded toward the east with a new parking area in the northeast portion of the property closer to Janesville Road. CONSISTENCY WITH ADOPTED PLANS 031-2024 Comprehensive Plan: The 2020 Plan depicts the property for institutional uses. The petition is consistent with the Plan. Zoning: The property is zoned 1-1 Institutional District. The use is permitted subject to BSO approval. STAFF DISCUSSION PC 031-2024 The submittal includes a narrative, site plans, building elevations and colored renderings. As stated above, the Groth Design Group request is for approval of two separate additions on the property. The church addition will be 20,035 square feet for the church's contemporary worship services and a large gathering area. The addition on the school building is 5,864 square feet for four additional classrooms along with bathrooms. As part of the project the northernmost of the two existing church owned residences will be demolished. Architecture The school property is governed by the General Design Guide which primarily calls for 50% masonry product unless the Planning Commission finds reasons not to apply the full extent of the guide. Currently the proposal varies as far as the amount of masonry being proposed. Church Addition: The existing church building is a full masonry building with angular walls and roof overhangs. The addition, again with many angular walls, is a mixture of brick masonry to match the existing building, metal wall panels and glass window panels. Masonry accounts for approximately 44% of the new facades, but when looking at each elevation as a whole including the existing building, the masonry percentage would be well above 50 percent. 39 A large overhang will be constructed leading from the addition towards the parking area, is a tall modern angular spire. The spire is proposed as a white metal wall panel that with an internally lit cross. The spire is proposed to be 55 feet in height. The height of the spire exceeds the 35- maximum height in the 1-1 Institutional District, but is allowable as an exception subject to Plan Commission approval. School Addition: The existing school building is nearly 100 percent masonry with the exception of the upper walls on the gymnasium addition to the school where there is horizontal siding above the first floor. For the addition, a masonry band extends around all three sides. A beige fiber cement horizontal siding extends from the brick banding to the top of the wall. The beige siding matches the colors of the lap siding on the gymnasium addition. On the east side of the building where there are not any windows, two elements have been added that would be a white vertical board and baton to break up the monotony of a flat wall. The percentage of masonry for the addition walls alone are 23%, 16% and 23%. However, taking the elevation of the school building as a whole the masonry percentage is likely much higher than 50 percent given the full masonry walls that the addition abuts. Site, Parking, and Access The church addition extends south of the existing building into the existing parking area and east into the entry drive from Janesville Road. Therefore, the entry drive to will be relocated to the east around the church addition to the main parking area. Three small areas of parking stalls will be lost for the church addition and to create a large landscaped island outside of the church entrance and expand greenspace out around the foundation of the new building. The remaining parking area will be expanded toward the east to account for the lost parking stalls. A new 77-stall parking area will be located northeast of the church where there is an existing lawn area. The school addition to the south of the church extends east over lawn area and into the existing asphalt play area for children. There are not any parking stalls being impacted by the new school addition. Overall, the property has 267 parking stalls plus 16 handicap stalls that will be expanded to 335 parking stalls plus 16 handicap stalls. The code requires one space for every three seats of church occupancy equaling 292 parking stalls. The school building including the gymnasium has a maximum capacity of 872 and the code requires 1 space for every 5 students for 175 parking stalls. If the school gymnasium and church were filled to capacity the facility as a whole would need 467 parking stalls, but the church and school are cognizant of this issue and only schedule events in the church or gymnasium at a single time so there are no parking issues. The existing parking area has concrete curb and gutter surrounding the parking stalls and landscaped islands. That concrete curb and gutter will extend around the new parking area being created and on both sides of the new drive aisle. The design guide encourages landscaping islands/peninsulas every ten parking stalls in a row. The proposal shows the longest lengths of parking stalls being 18 stalls. The petitioner is seeking a waiver to this requirement. Fire Department Approval The site plan is subject to Fire Department approvals at the time of building permits. Possible changes to the site plan may be required based upon the final Fire Department review. Dumpsters/Mechanicals The petitioner notes that there will be a rooftop mechanical unit on top of the church addition that will be have a metal screen to blend into the materials of the building. There are also rooftop mechanical units above the school addition. The proposal states that the parapet walls on the building will be tall enough that the mechanical units will not be visible. Any/all other rooftop and ground mechanical units must be screened from view. An existing dumpster enclosure is located off the parking lot and will not be impacted by the construction. Landscaping A landscape plan has been submitted for the project that includes landscaping around the building and on the large landscape island by the church entrance. The petitioner notes that landscaping elements will be 40 added to new parking area closest to Janesville Road to shield headlights from the roadway. Similar screening must be added to the eastern side of the parking area as a buffer to the residences to the east. Landscaping details are also needed for the new landscaping island in the expanded parking area. A landscaping plan will need to be submitted and the City Forester and/or Planning staff will conduct a formal plan review before building permits can be issued. Any landscape screening of any ground mechanicals or similar items noted above must be coniferous type trees (arborvitae suggested) at a planting height of at least 6 feet. Signage No signage details have been provided at this time. Any additional signage will require a separate sign permit. Lighting No lighting details have been included in the submittal. A photometric plan with all lighting and pole specifications are required and will be reviewed with the building permits. All new lighting must meet Muskego codes for zero degree cutoff and only having cement bollards not exceeding 6 inches in height per the resolution. Sewer, Water, Stormwater, Grading The development will be served by municipal sanitary sewer and municipal water. A new stormwater area is proposed east of the church addition and south of the new parking area including the area where the house is being removed. An existing stormwater dry pond is currently located in the area, but will be expanded and improved to accommodate the stormwater requirements from the expanded buildings and hard space throughout the site. Final approvals from the Engineering for any stormwater facilities must be granted before any building permit can be issued. Future Plans The petitioner notes that there are plans for a future outbuilding on the property that they are accounting for in the stormwater calculations but are not part of this approval. This outbuilding and any other future buildings or changes in the use of the property will require Plan Commission review and approval. Other The following are also part of the Plan Commission resolution: BE /T FURTHER RESOLVED, Any new handicap signs be incorporated into bored bollards and/or be mounted into the ground. BE /T FURTHER RESOLVED, That all roof top and ground mechanicals (including HVAC devices, electrical transformers, etc.) must be screened from view and/or incorporated into the design of the site/structure (screening, etc.) and should be approved by the Planning Division before the issuance of building permits, including any dumpsters. STAFF RECOMMENDATION PC 031-2024 Approval of Resolution PC 031-2024 41 RESOLUTION #P.C. 031-2024 APPROVAL OF A BUILDING SITE AND OPERATION PLAN AMENDMENT FOR ST PAUL LUTHERAN CHURCH LOCATED IN THE NE & SE'/4 OF SECTION 2 S66 W14325 JANESVILLE ROAD / TAX KEY NO. 2165.972.001 WHEREAS, A submittal was received from Groth Design Group for the Building, Site, and Operation Plan Amendment for St. Paul Lutheran Church located at S66 W14325 Janesville Road / Tax Key No. 2165.972.001, and WHEREAS, The property is zoned 1-1 Institutional District and allows the uses as presented, and WHEREAS, The 2020 Comprehensive Plan shows this property as institutional uses and the proposal is consistent with the plan, and WHEREAS, The proposal consists of two major additions including one addition on the south side of the existing church and an addition to the east side of the school building, and WHEREAS, The existing parking lot will also be expanded toward the east with a new parking area in the northeast portion of the property closer to Janesville Road, and WHEREAS, The church addition will be 20,035 square feet for the church's contemporary worship services and a large gathering area. The addition on the school building is 5,864 square feet for four additional classrooms along with bathrooms, and WHEREAS, This area of the City is governed by the General Design Guide which primarily calls for 50% masonry product unless the Planning Commission finds reasons not to apply the full extent of the guide, and WHEREAS, The existing church building is a full masonry building with angular walls and roof overhangs and the addition, again with many angular walls, is a mixture of brick masonry to match the existing building, metal wall panels and glass window panels, and WHEREAS, Masonry accounts for approximately 44% of the new facades, but when looking at each elevation as a whole including the existing building, the masonry percentage would be well above 50 percent, and WHEREAS, A large overhang will be constructed leading from the addition towards the parking area, is a tall modern angular spire, and WHEREAS, The spire is proposed as a white metal wall panel that with an internally lit cross extending to a height of 55 feet exceeding the 35-maximum height in the 1-1 Institutional District, but is allowable as an exception subject to Plan Commission approval, and WHEREAS, The existing school building is nearly 100 percent masonry with the exception of the upper walls on the gymnasium addition to the school where there is horizontal siding above the first floor, and WHEREAS, A masonry band extends around all three sides of the school addition with a beige fiber cement horizontal siding extends from the brick banding to the top of the wall that matches the siding on the gymnasium addition, and WHEREAS, On the east side of the school building addition where there are not any windows, two elements have been added that would be a white vertical board and baton to break up the monotony of a flat wall, and 43 WHEREAS, The percentage of masonry for the addition walls alone are 23%, 16% and 23% however, taking the elevation of the school building as a whole the masonry percentage is likely much higher than 50 percent given the full masonry walls that the addition abuts, and WHEREAS, The entry drive will be relocated to the east around the church addition to connect to the main parking area, and WHEREAS, Three small areas of parking stalls will be lost for the church addition and to create a large landscaped island outside of the church entrance and expand greenspace out around the foundation of the new building, and WHEREAS, The remaining parking area will be expanded toward the east to account for the lost parking stalls and a new 77-stall parking area will be located northeast of the church where there is an existing lawn area, and WHEREAS, The school addition to the south of the church extends east over lawn area and into the existing asphalt play area for children and there are not any parking stalls being impacted by the new school addition, and WHEREAS, Overall, the property has 267 parking stalls plus 16 handicap stalls that will be expanded to 335 parking stalls plus 16 handicap stalls, and WHEREAS, The code requires one space for every three seats of church occupancy equaling 292 parking stalls and the school building including the gymnasium has a maximum capacity of 872 and the code requires 1 space for every 5 students for 175 parking stalls for a total of 467 parking stalls needed with the school gymnasium and church filled to capacity, and WHEREAS, The church and school are cognizant of this issue and only schedule events in the church or gymnasium at a single time so there are no parking issues, and WHEREAS, The existing parking area has concrete curb and gutter surrounding the parking stalls and landscaped islands and the concrete curb and gutter will extend around the new parking area being created and on both sides of the new drive aisle, and WHEREAS, The design guide encourages landscaping islands/peninsulas every ten parking stalls in a row, and WHEREAS, The proposal shows the longest lengths of parking stalls being 18 stalls and the petitioner is seeking a waiver to the landscape island requirement, and WHEREAS, The site plan is subject to Fire Department approvals at the time of building permits and WHEREAS, The petitioner notes that there will be a rooftop mechanical unit on top of the church addition that will be have a metal screen to blend into the materials of the building, and WHEREAS, There are also rooftop mechanical units above the school addition and the proposal states that the parapet walls on the building will be tall enough that the mechanical units will not be visible, and WHEREAS, An existing dumpster enclosure is located off the parking lot and will not be impacted by the construction, and WHEREAS, A landscape plan has been submitted for the project that includes landscaping around the building and on the large landscape island by the church entrance, and 44 WHEREAS, The petitioner notes that landscaping elements will be added to new parking area closest to Janesville Road to shield headlights from the roadway which must be reviewed by the Planning Division prior to planting, and WHEREAS, Similar screening must be added to the eastern side of the parking area as a buffer to the residences to the east and landscaping details are also needed for the new landscaping island in the expanded parking area, and WHEREAS, No signage details have been provided at this time and any future signage will require a separate sign permit in the future, and WHEREAS, No lighting details have been included in the submittal and a photometric plan with all lighting and pole specifications are required and will be reviewed with the building permits, and WHEREAS, Lighting must meet Muskego codes for zero -degree cutoff and only having cement bollards not exceeding 6 inches in height per the resolution, and WHEREAS, A new stormwater area is proposed east of the church addition and south of the new parking area including the area where a church owned house is being removed, and WHEREAS, An existing stormwater dry pond is currently located in the area, but will be expanded and improved to accommodate the stormwater requirements from the expanded buildings and hard space throughout the site, and WHEREAS, The development will be served by municipal water and municipal sewer, and WHEREAS, There are plans for a future outbuilding on the property that they are accounting for in the stormwater calculations but are not part of this approval, and WHEREAS, The outbuilding and any other future buildings or changes in the use of the property will require Plan Commission review and approval. THEREFORE BE IT RESOLVED, That the Plan Commission approves of a Building, Site and Operation Plan for St. Paul Lutheran Church located at S66 W14325 Janesville Road / Tax Key No. 2165.972.001. BE IT FURTHER RESOLVED, That a separate sign permit will be required before any signage (temporary or permanent) is installed. BE IT FURTHER RESOLVED, All lighting must be zero degree tilt and full cut-off and the concrete bases for any pole lights cannot exceed 6 inches in height above grade. BE IT FURTHER RESOLVED, The site plan is subject to Fire Department approvals before Building Permits can be issued and possible changes to the site plan may be required based upon the final Fire Department review. BE IT FURTHER RESOLVED, A final landscape plan will need to be submitted that includes plantings in the landscape islands and on the north and east sides of the new parking lot and said plan will need to be approved by the City prior to the issuance of building permits. BE IT FURTHER RESOLVED, That any bollards must be painted to match the colors of the principal structure. BE IT FURTHER RESOLVED, Any new handicap signs be incorporated into bored bollards and/or be mounted into the ground. 45 BE IT FURTHER RESOLVED, That all roof top and ground mechanicals (including HVAC devices, electrical transformers, etc.) must be screened from view and/or incorporated into the design of the site/structure (screening, etc.) and should be approved by the Planning Division before the issuance of building permits, including any dumpsters. BE IT FURTHER RESOLVED, That all proposed stormwater facilities obtain approval from the engineering department prior to any building permits being issued. 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: Denied: Deferred: Introduced: May 7, 2024 ATTEST: Adam Trzebiatowski AICP, Planning Manager 46 PARKING COUNT DATA: GTE: EX— CHHRCH PARKwG LOT CGHNT TO REMALS (155)AT—ADSPACES (mwx 18' LIT 0) HAND— SRACE(I—S'L) WITHM MARJ PARKING AREA ' SER ERIBTMG SCHOOL PARKING LOT COUNT (UNCHANGED) (73) STANDAD SPACES PSW x 18L)+(4) HANDICAP SPACES(S' W x IP L) THEPL-OOOATION OF UNDERGROUND pIABUIEIUR ES OR FTCTLHEET MEW SHOWN IN E RE sA F PR BE. CHURCHPARKMOLOT COUNTTOHE—E.('1'nSTANUADSPACES (1WxIRL)-PROPOSEDEASTLOT / REPARATION qN0 ARE NOT GUARAN.. TO BE COMPLETE OR CORRECT. THE CONTRACTOR IS RESPONSIBLE FOR CON —DING ALL UHLHES 72 HOURSAREA ((0)STANDARDEPACEE(SS-16'LM (11)HANDIGPBPACE (11'Wx16'L) PRIOR i0 CONSTRUCTION TO DETERMINETHE —CT LOCATION OF ALL HM MAHJ PARKING PDEOUATE RDURING N COURSE OF THE LPROUECTo TPROTECTION CONTRACTOR IS ALSO REEPONSIELEFORREPAIROF TOTAL POST DEVELOPED SITE PARKING COIRJT (335)9TANDAD SPACES +(16)HANDICAP SPACES ALL DAMAGED UTILITIES DURING CONSTRUCTION TO THE SATISFACTION OF HL1IY OWNER(E>. TOTAL LOT AREA 1,13L332SQUAREFEET PRE DEVELOPED LOT COVERAGE �o am / SEE SHEET C 2.3 ( E OLITION) ASPHALT 222,6E2SQUAREFEET SEE SHEET C 2.4 PPOSED SITE PLAN) PWALKICAGIDUMPSTER PADS) I4,AD0 SQUARE FEET 11 RE FEET m o SCHOOLROOPAREA 54,6125QUAREFEET SEE SHEET C 2.6 (1 tOPOSED GRADING PLAN) ADA(S.W.) 1,855 SQUARE FEET RESIDENCE ROOF AREA (EAST) 2,1206QUARE FEET RESIDENCE Roof AREA (IANESVILLE ROAD) 1,63s SQUARE FEET 1�O GH (IANESVILLE RGD) T.SouARE TEET TOTAL LOT COVERAGE 321,259SQUARE FEET(2R4-PERCENT) ' POST DEVELOPED LOT COVERAGE / `\"'1w ASPHALT PAVEMENT 2G.-RQUARE FEET I CONCDTE WALK2mGIDUMPRTET—) 23.371 SQUARE T PAD CALL DIGGERS HOTLINE CHURCHROOF AREA (NITHADDIR ,400 SQUARE FEFEEET 1-800-242-8511 SCHOOL —F RE (WITHADDITIGN) 60,312SQUFADFEET / KESIDENCEROOFAREA(SWJ 1,HSS SQUARE FEET / RESIDENCPROOF AREA(3aNESVILLEROAD) 1,63sSO RePEET HIIRCH(IANESVILLE RODI 3.66550UARE FEET ' TOLL FREE TO OBTAIN LOCATION OF UNDERGROUND BEFORE YOU DIG. TOTAL LOT COVERAGE 353,476SpUARE FEET (+32,211 SQ. PTA 12-PERCENT) / WISCONSIN STATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYS NOTICE / BEFORE YOU EXCAVATE. _ _ _•—' / i rr.v_-rox�r PROPOSED CHURCH ADDITION STORM WATER / I BASIN / O FUTURE 30'x60' s\ ^py METAL � \ STORAGE BUILDING clI GROTH DESIGN GROUP ST PAUL LUTHERAN CHURCH CHURCH AND SCHOOL ADDITIONS S66 W14325 W JANESVILLE RD MUSREGO, WI sa�so \ _ — SEE SHEET C 2.3 (DEMOLITION) PROGRESS w � � — I DOCUMENTS AND SHEET C2.5 (PROPOSED) PROPOSED �a�u 1� uu ol�Ie1 0 rai'� SCHOOL �+ ADDMON rro3Ecr Ww $' T r• � _ II FY _ xi S I SAN. M.H. OR� FPS RFF� III I z WELL ----------------------- 2 \ ----- OVERALL PROPOSED SITE PLAN C 2.2 0 D CALL DIGGERS' HOTLINE / `� 1-800-242-8511 `/ TOLL FREE STATUTE OBTAIN LOCATION OF UNDERGROUND BEFORE YOU DIG. O� / BWISCONEFORE STATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYS NOTICE / BEFORE YOU EXCAVATE. SAW / g = K P� g NOTE: THE a sTON OF UNDERGROUND NTMTIE" OR F7CIMDE" SHOWN FREPNN110NRAND AGE NOTAGUARAMEEO TO BEACDA1FlFfEEDkFCORRECT. G R 0 T H THE LTIT12 TORN.N'T IS RESPONSIBLE ;9� CTMNTAT,.NCTING AoRrTINTOF T� ll RS OF DESIGN PRIO TO C NSTR CTIO TOAOEOUATE PROTECTIONTOURING 1HE COURSE OF / THE LPROJECT THE CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIR OF / O Ilel vv.er vnoE-qua ALL DAMAGED UTUTIES DURING CONSTRUCTION TO THE SATS—UON OF UIILItt Si OWNER(S). / O � Si � G R 0 U P :T�n avanrvocun[a cewnW 3TTw¢ceNvry sw�z J . � � <e�xuu[xcix[eoxc. uc / CALLA TON OPROPOSED IMPERVIOUS AREA (CHURCH) Oros D ITION _G'SQM FEET /y4 PROPOSEO"ITUMINOUS PAVEMPNT(WST) I SQUAT" """T PR—EDDITUMINOUSPAV"MRHT (DROP-0FP TANS) 9,2128pUAR"F""T ei SpuAR"F""T m SpDARE FEET �y TOTALPROPOSEDIMPERVIOUSAREA Ta,633 SQUARE FEET RRaecT O RRIRR EXISTING ST PAUL CHURCH LUTHERAN F.F. EL=803.57 CHURCH s"a CHURCH AND SCHOOL PROPOSED A ADDITIONS CHURCH ADDITION S66 W14325 W JANESVILLE RD MU KEGO, WI ib fY $ fS a e 41 ® PROGRESS DOCUMENTS A / a, Ca.oA~o�awEa <x�a<H aoon,oN PARTIAL PROPOSED SITE PLAN - CHURCH ADDITION C 2.4 0 E. P+� ONE PLAINS ARE OBABUEDO ON RAVPINIPBUIEIMTIES RECORDR A TLHI SHOWN OF THHEPREPCONTRACTOR ISRRESPONSIBLE FOR OCOMACDNG PLEfU ORES )2EHO- A OR 5 CµONSTRUCTIIOON TO�DE ERMINETH—CT a TIO OF AUR LM OUATEPROTECTION THE PROJECT. THE CONTRACTOR IS ALSO RESPONSIBLE OR PAIR OF ALL DAMAGED UTILITIES DURING CONSTRUCTION i0 THE SA ISFAC ON 0� U1ILIIY OWNER(5). Y CALL DIGGERS' HOTLINE 1-800-242-8511 TOLL FREE TO OBTAIN LOCATION OF UNDERGROUND BEFORE YOU DIG. WISCONSIN STATUTE 182.0715 REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. MR EXISTING ELEMENTARY SCHOOL F.F. EL. 798.58 Cn�ss FIRE DEPARTMENT APPARATUS NRNING RADII PROPOSED SCHOOL ADDITION EDEPARO CGNNF_N 1 } s[IuN D Nl— xl GROTH DESIGN GROUP ST PAUL LUTHERAN CHURCH CHURCH AND SCHOOL ADDITIONS S66 W14325 W LANESVILLE RD MUSREGO, WI salso RW o \ PROGRESS DOCUMENTS CALCULATION OF PROPOSED IMPERVIOUS AREA (SCHOOL) Mr— o_DFNoN aQ eNmemNsiRucNen:ezo aei ..nno.. TOTAL FROPOSED IFO•ER—SAREA 9,-EQC— EEF r r z rury 2 urvaai noomory O G 2 PARTIAL PROPOSED -SITE PLAN SCHOOL ADDITION u L.=p. C 2.5 to �1 FLOOR PLAN - CHURCH � 7AA GROTH Design G r o u p k PLAN - SYMBOL KEY ST PAUL LUTHERAN CHURCH :E3 OU CHURCH AND E. wAFn<. MouoE.xNwrsx.A ONE. SCHOOL ADDITIONS S66 W 14325 W j ANESVILLE RD MUSKEG., WI 5315 PROGRESS DOCUMENTS PROJECT INFO SHEET BILE —.RllN O A101 (n 0 Eel �1� FLOOR PLAN - SCHOOL R PMENT 5" T' I= A11=211% oe `D� 0 a �,.:,��war��o�r�Ervvorv=o o� e E�.��oM.��EMw « �i IIN.1 T.aEao.oMmEo a= CN A 1 1. —1 D— .0. 02= GROTH N .— -All K D e s i g n I All R TO _'NAT, =� _,"NT, N 'R, �, RIQ,�, 5Il PlU 1 P C NC— T. N.T_1 I G r o u p N A" , � Z. FLOOR PLAN - SYMBOL KEY 1.— 1 . —.N N A N-- I.- l.NNl0R.—. T ST PAUL LUTHERAN CHURCH CHURCH AND SCHOOL F 1F>oo 1 TU ADDITIONS NTR.11— S66 W 14325 W j AN SVILLE RD IA- MUSKEGO. WI 5315 ISSuE PROGRESS DOCUMENTS NROJ INFO PERSPECTIVE RENDERINGS - CHURCH & SCHOOL ADDITION AERIAL VIEW - CHURCH PERSPECTIVE VIEW FROM JANESVILLE ROAD - EVENING s PERSPECTIVE VIEW FROM SOUTHEAST - SCHOOL PERSPECTIVE VIEW FROM PARKING - EVENING PERSPECTIVE VIEW FROM PARKING - EVENING PERSPECTIVE VIEW FROM NORTHEAST- SCHOOL PERSPECTIVE VIEW FROM JANESVILLE ROAD - DAYTIME PERSPECTIVE VIEW FROM JANESVILLE ROAD - DAYTIME k; PERSPECTIVE VIEW FROM PARKING - DAYTIME PERSPECTIVE VIEW FROM PARKING - DAYTIME I GROTH Design G r o u p FROJECT ST PAUL LUTHERAN CHURCH CHURCH AND SCHOOL ADDITIONS S66 W 14325 W JANESVILLE RD MUSKEGO. WI 53150 PROGRESS DOCUMENTS P-Ep - Cif Ah Tree Planting Diieg— nvo� "YvztaN4Eq .3' SUOaY s�Ni zREE L1LnC Y paUMN GOLD GI�aKGO t� IN ReO qs*ILtie -1- L�taC d1AIX 1RL' STORM WATER BASfN _re aa¢N (i OrtK V V -- KIY.NnIR aJYc. -i6' GRCEN UEUX� t�O%W WD -44 "�uGN.v" 6L0cEu V _I L�TM QaCKAC NYITewN6ea _ I.gxuaRl 13�.,. 9nrN apse lKee Oe Sl�gaou 1 amN GOLD C.wKGo 4'EKaTERu RCJ\3UO Tree Planting Diagram SCIENTIFIC NAME COMMON NAME QUA AmelanCA KgrantligoFa •Autumn BrHlianre' qucumn Bnlliancexrvice ry EXISTING BRICK AT CHURCH BUILDING EXISTING MATERIALS AT SCHOOL BUILDING - RECENT GYM ADDITION EXISTING BRICK AT SCHOOL BUILDING GROTH Design Group ul 4 COMPOSITE WALL PANELS PAC-3000 IRS PAC-3000 CS P—OOD suasTarsE CO.-- H Pac+oars IED comvosnE ParvEcs corvrirvuousawMirvuMEXTRUS TExS—INEa 1AP11a IRI ER 22 I- anacrvMErvr cuva coMPosiiEOPnar�ie,s va°oa corvTirvuous as aEo 0 PRODUCT FEATURES MATERIALS TESTS / Available in a wide variety of / 3mm. 4mm. 6mm-Composite / ASTM E283* non -PAC -CLAD colors and finishes / .063-.125 Mill Finish Aluminum ► ASTM E330* / Consult Petersen rep for color options / Zinc / ASTME331* (extra fee applies for PAC -CLAD colors) ► Stainlesssteel * Composite material only / Precise fabrication to meet exacting tolerances /Anodized aluminum / Rout -and -return fabrication 1 Welded corners available I0 PACECLAC° 800 PAC CLAD I PAC-CLAD.COM ©2024 Petersen Aluminum M Modular AL METAL WALL PANEL SYSTEM Depth Range 1 3/8-iniL . ■ to 3-in. Running Bond Stacked Mosaic PRODUCT FEATURES / Flat or tapered 1 30-year finish warranty / No sealants ► Made of 100% recycled aluminum / Concealed fasteners ► Full fabrication package on all projects installation I,Easy Weep holes for pressure and moisture venting Can be perforated L I,Mix and match panel depths and sizes Custom Sizes ► Stacked and running bond designs available MATERIALS MAXIMUM DIMENSIONS .050 Aluminum 16-in. by 120-in. .063 Aluminum 16-in. by 120-in. .080 Aluminum 16-in. by 120-in. 16" O.C. 1.85" '\ w 0 N N Q � N O C C w w ■r__ �pr Scan to view ❑� ❑� AR model. Place it in your space, l walkaroundit. TESTING ► E283 ► E331 ► E330 ► AAMA 508 Standard Sizes 16" x 72", 16" x 120" Depth range 1 3/8-in. to 3-in. Joint range 1/2-in. to 1-in Custom sizes Consult factory rep I0 PACECLAC' 800 PAC CLAD I PAC-CLAD.COM GROTH @2023 Petersen Aluminum D e s i g n Group EXAMPLES OF COMPOSITE METAL PANELS IN OTHER PROJECTS w to to TRIFAB®VERSAG LAZE® 601 /601 T/601 UT FRAMING SYSTEM Versatility, Ultra -Thermal Performance and More Design Possibilities Front and Center Kawneer's Trifab® VersaGlaze® 601/601T/601 UT Framing System touts the first front set, ultra -thermal 6" storefront system available. By expanding on a proven platform, Trifab® VersaGlaze® 601 offers a choice of front and center plane glass applications in non -thermal, thermal and ultra -thermal configurations. Structural silicone glazing (SSG) options allow for an even greater range of design possibilities for specific project requirements and architectural styles. FIICKAWNEEF rJ� PERFORMANCE Flexible enough for a wide range of building projects, the Trifab® VersaGlaze® 601/601T/601 UT Framing System has a 6" depth, which accommodates higher spans than conventional 4-1/2" storefront framing systems. The 3-in-1 series includes the non -thermal Trifab® 601, the single thermal break Trifab® 601T and the dual thermal break Trifab® 601 UT. The greater system depth combined with three thermal performance options and two glass plane options make this one of the most versatile framing systems available. By combining the greater 6" depth with superior thermal performance and versatility, Kawneer is able to bridge the gap between traditional framing systems and low-rise curtain walls. d;E 3 6, 0. 'qs A�w "2 o =g o v w� ` m �o8s s y. m32 l DECEMBER, 2023 Trifab® VersaGlaze® 601/601T/601UIT Framing System 13 EC 97911-302 SSG STICK FRAMING DETAILS (SSG Stick with SSG Receptors) FRONTSET Additional information and CAD details are available at www.kawneer.com 5, 2 3 ELEVATION IS NUMBER KEYED TO DETAILS Trifab® VG 601T Isol-ock® Trifab® VG 601 LIT Dual IsoLock® Thermal Break Thermal Break Part Number Prefix: [601TVG...] Part Number Prefix: [601UTVG...] STICK (INSIDE GLAZED) SSG RECEPTOR Z„ Structural Silicone Sealant 7 (by Others)* 601SSG005 N 6N01SSG129 5 160lTSSG1291 SSG VERTICAL [601 UTSSG1291 4 JAMB 1 [601TSSG006] HEAD 7 601SSG008 [601UTSSG006] 601SSG104 6"(152.4) 6-1/2"(165.1) 601 SSG111 [601TSSG111] [601UTSSG111] 2 HORIZONTAL ti 601VG104 601SSGO07 3 601SSG106 SILL N [601TSSG106] [601 UTSSG108] STICK (OUTSIDE GLAZED) SSG RECEPTOR Structural Silicone Sealant 2„ (by Others)* 601SSGO05 c� to 1601SSG129 5 [601TSSG129] SSG VERTICAL (601UTSSG129] 4 JAMB ZZZZZZZZ 17 601SSG105 1 [601TSSG1061 HEAD w T_ [601UTSSG1061 601SSG-007 6. (152.4) 6-1/2"(165.1) 601SSG111 g 2 c7HORIZONTAL 2 11"601VG1 601SSGO07 Q O z X w 3 SILL NPW "INSTALLER NOTE: Installer is responsible for all hmulred compatibility review and approvals with the St—Wral Silicone Manufacturer and the Insulating Glass Unit Manufacturer. \� ADMC071 EN GROTH KAWNEEFGe oluIt M April 22, 2024 City of Muskego Plan Commission c/o: Planning Department W182 S8200 Racine Avenue Muskego, WI 53150 BUILDING, SITE, AND OPERATION PLAN APPLICATION: St. Paul's Lutheran Church — School, S66 W14325 Janesville Road Muskego, WI 53150 CHURCH CONTACT INFORMATION: Owner representative: Randel Fink Church Administrator S66 W14325 Janesville Road - Muskego, WI 53150 414.422.0320 x120 rfink@stpmuskego.org CONTACT INFORMATION OF PROFESSIONAL TEAM: Architect & Applicant: Ehan Whitney Paul Barribeau Groth Design Group Architects N58 W6181 Columbia Rd PO Box 332 Cedarburg, WI 262 377 8001 ewhitney@gdg-architects.com pbarribeau@gdg-architects.com Civil Engineer: Joseph Bronoski JB Site Design and Engineering, LLC (920) 207-8977 jbsitedesignl@gmail.com Landscape Designer: Lynn Goldstein Creative Landscape Designs GROTH Design G r o u p 700 W. Virginia Street, Suite B105, Milwaukee, Wisconsin 53204 414.810.7613 www.gdg-architects.com APPLETON CEDARBURG MILWAUKEE 61 2 230 West Suburban Ct Fox Point, WI 53217 414 247 1535 414 699 8859 lynn@creativelandscapedesignswi.com FEES: The following fees are being submitted under separate cover (directly from Owner): $150.00 Amendment to an approved Building, Site, and Operation Plan $7,500.00 Developer Deposit: 26,090-square-feet of new building. INTRODUCTION: This project scope includes two additions — one to the church building and one to the school building. Parking and sitework are improved as well to accommodate these additions. The church addition proposes a new worship/multi-use space that we refer to as the "Auditorium". The church currently has a traditional worship service that meets in their current worship space. They have grown to facilitate a contemporary style worship service that is currently meeting in the gym space as a temporary solution. The proposed Auditorium will serve as a meeting place for the church's contemporary worship service. These two worship services will overlap at times and provision has been made in facility and site to accommodate this. There is also a large common area with ancillary spaces planned as part of the addition. These spaces will serve both the traditional and the contemporary worship. Sufficient parking will also be provided and will be explained more thoroughly later in this narrative. The school addition includes four classrooms along with toilet rooms. This addition is located on the back side of the existing school building away from public view. This will simply expand the function of the current school programming. LAND USE AND ZONING: The property is zoned 1-1 (Government, Institutional, & Public Service), and is within the Historic Crossroads Tess Corners East district. The property currently houses Church and School buildings and will continue to be used for the same purposes. N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-architects.com APPLETON CEDARBURG MILWAUKEE 62 3 DESCRIPTION OF EXISTING ENVIRONMENTAL FEATURES: See Civil drawings The church has an existing storm basin which is being expanded to meet the needs of this scope. There is a flood plain that the Civil Engineering team is aware of and are designing for compliance with requirements. SITE DENSITY, FLOOR AREA RATIO, OPEN SPACE RATIO, LANDSCAPE SURFACE AREA RATIO: See Civil and Landscape drawings OPERATIONAL CONSIDERATIONS: Cya11CZya TRADITIONAL WORSHIP Thursday 6:30 pm (average attendance: 30) Saturday 5:00 pm (average attendance: 135) Sunday 8:00 (average attendance: 175) Sunday 9:30 am (average attendance: 300) CONTEMPORARY WORSHIP Sunday 1 10:30 am (average attendance: 270) Sun 9:30 a.m. - Adult Bible study (average attendance 45) and Sunday School (average attendance 45) Services typically are 65 to 70 minutes, so there is about 20 to 25 minutes for the turnover in the parking lot between Sunday services. Church usage other than Sunday morning, during the week, small groups (8 to 15 people) meet for Bible studies or meetings from a small group at 6:30 a.m. on Thursday to meetings three or four nights per week that begin about 7:00 p.m. and last until 9:30 p.m. Typically, there are approximately 18 weddings and 18 funerals per year - almost all at the 1978 church. Most average attendance of about 100. SCHOOL Typical occupancy for the school is 325-kids, and 35-adults, Monday through Friday, with numbers varying during the hours of operation from 6:45 AM through 3:30 PM, with "extended care" available until 6:00 PM, and the existing N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-arc h itects.com APPLETON CEDARBURG MILWAUKEE 63 11 gym available until 10:00 PM. Drop-off and pick-up of kids usually results in 50 — 60 cars during the windows of 7:00 AM — 8:00 AM, and 2:30 PM — 3:30 PM respectively. Child Care: M-F 6:30 AM - 5:30 PM; 20 students and five staff Counseling: M-F 8:00 AM - 8:00 PM; 15 clients and two staff TRAFFIC GENERATION: PROJECTED NUMBER OF RESIDENTS, EMPLOYEES, AND/OR DAILY CUSTOMERS: l�:/[.��1►[elJ_ll:�l�[e1�L.�lt�]Z�Ly�� Existing: 267 regular stalls plus 16 handicap stalls Proposed: 335 regular stalls plus 16 handicap stalls Typical maximum occupancy for the church is at the 9:30 AM Sunday morning service. Factoring -in the occupancies for Adult Bible Study and Sunday School, the building occupancy at that time could be as high as 475 people. The use of the proposed Auditorium may overlap with the use of the existing worship space. The capacity for the Auditorium is 400 people. The combined building occupancy could be as high as 875 people. The City of Muskego ordinance requires 1-space for every three seats of church occupancy, so only 292-spaces would be required. 335 parking spaces are shown in the proposed plan. The existing gymnasium has bleacher seating capacity for approximately 300. Should the gym floor be used for performance -type seating, a maximum of 572 additional occupants could be accommodated, bringing maximum gym capacity to 872 (although this usage is not anticipated with any frequency, if ever). The City of Muskego ordinance requires 1-space for every 5-students of maximum capacity, resulting in a need for 175 parking spaces. Non -simultaneous usage: St. Paul's does not intend to have the church and gymnasium filled simultaneously. When church is in use, that is where people should be. Gym use will be scheduled around church services. Because the site includes a Church and School, the proposed parking counts will exceed the code requirement. MORE OPERATIONAL CONSIDERATIONS: There is a parking lot proposed close to Janesville Road. Landscape elements will be provided to block headlights of vehicles in this parking lot. MATERIAL SAFETY DATA SHEETS (MSDS): N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-architects.com APPLETON CEDARBURG MILWAUKEE 64 The buildings on the property only use those cleaning -products and paints/sealants typical for school and church operations. These products are kept secure from the public/schoolchildren and under the supervision of the janitorial staff. MSDS data sheets are available if needed. EXTERIOR BUILDING MATERIALS & DESIGN: Please see colored exterior elevations, perspective renderings and plan drawings included with this package. Design intent: The existing worship building is dark in color and more visual presence is desired by the church on Janesville Road. The addition of another worship structure is designed to be similar in form and material to the existing church. The new central hub of the church spaces is desired to be light filled and, while complementary, to depart from the heavy masonry with a light colored, more modern structure, including a canopy and tower. This central hub of the building draws from the more contemporary gymnasium addition to the school that was added in 2009. Existing Campus Buildings: The original 1977 worship building is a predominantly gabled structure with a dark brick exterior. Two additional gabled appendages to the building were added flanking the main worship volume. The existing building has three "fingers fanning to the north of the site towards Janesville Road. The school building is also predominantly masonry but light colored. The addition of the gymnasium in 2009 added a new and more modern language to the campus with hardy panel siding with masonry accents. The gymnasium addition also provided lighter fagades and trim. Proposed Addition: New Auditorium (Worship): The auditorium/multiuse contemporary worship addition is designed to complement the existing worship volumes. To the east of the existing three gables, a fourth is added, echoing the predominantly masonry volumes. This fourth volume uses the form of the original 1970's worship and uses predominantly masonry materials. At the end of the new worship structure are lighter accent metal panels that tie into some of the language of the 2009 Gym N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-architects.com APPLETON CEDARBURG MILWAUKEE 65 0 and Multiuse building on the school. There is also a lighted cross on the east end of the building that is meant to be visible from Janesville Rd. Entry/Gathering: In the center of the 4 gables (3 existing and 1 new) is a new entry and gathering space serving all 4 gabled masonry structures. This gathering area is a flat roofed addition to the south of the existing worship. This addition is largely glass, accented with light metal paneling. This portion of the addition is meant to complement the gym and multi -use space added to the school in 2009. Canopy and Spire: The entry to the Gathering volume is marked by a sleek drive through canopy that ends in a new tower. The canopy and spire are both envisioned to be metal panel and complement both the new glass and metal gathering space and the existing 2009 gym addition. The spire will have a lighted cross element that is meant to be visible from Janesville Rd. Screening: The mechanical units for the new addition are placed on the roof. These will be screened with metal screening that will blend into the adjacent structures. School Addition: The addition to the school is meant to relate to both the original school building as well as the most recent addition in 2009. As such it incorporates a masonry wainscot along the base of the building (relating to the original building) and fiber cement siding above (relating to the 2009 addition). Windows were intentionally omitted from the east end of the building to prevent students from being distracted during instruction. Additional design elements have been added to this elevation in lieu of windows. POSSIBLE FUTURE EXPANSION: The church plans to build a future storage building that is shown on the northwest region of the property. This has been considered when calculating impervious area for the site. EXTERIOR MATERIAL PRODUCT DATA: Composite Metal Panel: The basis of design for the proposed metal panels is made by PACCLAD. These are high -end products that are very sleek and refined. Please see attached product data included with this package. This is not a product that would be N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-arc h itects.com APPLETON CEDARBURG MILWAUKEE 66 7 used on a "pole -barn" type structure. Rather it is more typically used on sleek modern style buildings. Please see exterior material packet provided in this submittal for examples of this product being used on other buildings. Masonry: Masonry elements used in this project will match the existing brick respectively at both the school and church building. The overall masonry percentage for the church addition is 44%. This is below the 50% guideline but the existing building elevations are 100% masonry so the final building (as a whole) will be well above the 50% threshold at the end of the project. The school addition includes an overall 21% masonry. This is also below the 50% threshold when considered on its own, however with the rest of the original building being 100% masonry, the final building (as a whole) will be above the 50% threshold. It should also be noted that the addition to the school is back -of -house and will not be seen by the public from the street or parking lot. Roofing: Roofing at the church will be a combination of membrane pitched flat roof and asphalt shingle roof to match the existing sloped roofs. Roofing at the school will be a membrane pitched flat roof to match the existing membrane roofs. Siding: Siding at the school addition will be a fiber cement product to match what was used on the most recent addition in 2009. PETITION FOR WAIVERS: Spire: The proposed design includes a 55' tall spire element that is connected to the new canopy. This is taller than the general allowable max height for buildings in this zoning district. However, we ask for an exception for this element of the design because of its use as a tower element like a traditional church steeple. This spire is meant to be visible from Janesville Road and will have a lighted cross integral to the design. Mechanical Screening at School: The proposed addition to the school does not show screening around the mechanical equipment on the roof. However, the parapet around the building is tall enough and the equipment will be positioned in such a way that it will not be visible to the public. LEGAL DESCRIPTION: All that part of the Southeast % of Section 2, Town 5 North, Range 20 East, in the City of Muskego, Waukesha County, Wisconsin, bounded and described as follows: Commencing at the northeast corner of said Southeast % Section; thence S OA 59' 19"E, along the east line of said % Section, 431.70 feet to a point; thence S 97 41' 18" W, and parallel to the north line of said Section, 935.07 feet to a point; thence N 26 12' 26" W, 472.05 feet to a point on the north line of said N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-architects.com APPLETON CEDARBURG MILWAUKEE 67 N Section; thence N &7 41' 18" E, along said line, 1136.25 feet to the Northeast corner of said % Section, and the point of beginning. ALSO: All that part of the Northeast % of Section 2, Town 5 North, Range 20 East, in the City of Muskego, Waukesha County, Wisconsin, bounded and described as follows: Commencing at the Southeast corner of said % Section; thence N OA 45' 50" W, along the east line of said Section, 974.48 feet to a point on the centerline of Janesville Road; thence S SO 39' 09" W , along the centerline of Janesville Road, 1534.68 feet to a point; thence S 30 27' 02" E, 286.67 feet to a point on the south line of said % Section; thence N &7 41' 18" E, along said line, 56.82 feet to a point; thence N &7 41' 18" E, along said line, 1136.25 feet to the southeast corner of said % Section and the point of beginning. DEDICATED THEREFROM the northerly 33 feet for Public Street. Containing 750,740 square feet or 17.235 acres. All building and pavement setbacks as well as percentage of green space meet the requirements of the zoning district. There is no construction activity planned within 75' of the banks of Tess Corners Creek and therefore, no Chapter 30 permitting is required. No site lighting has been finalized at this time. Site lighting plans, along with fixture cut sheets will be provided to the City for review and approval once a final layout has been completed by WE Energies. An initial landscape plan has been completed and is included in the Plan Commission submittal (see drawing set). A final planting list will be provided to the City prior to construction. If there are any questions on this submittal, or if additional information is required, please contact me. Respectfully, Ehan Whitney, Project Architect GROTH Design Group, Inc. N58 W6181 Columbia Road, Cedarburg, Wisconsin 53012 262.377.8001 www.gdg-architects.com APPLETON CEDARBURG MILWAUKEE 68