Plan Commission — Agenda packet

Posted On: 07/24/2026 PLAN COMMISSION MEETING AGENDA Tuesday, July 28, 2026 -- 5:30 P .M. Sister Bay-Liberty Grove Fire Station – 2258 Mill Rd., Sister Bay, WI – Large Meeting Room To access the meeting electronically, click: https://zoom.us/j/4439901723?pwd=yAVpi40M1OIqgNufcVUE8XWCUSkKaH.1&omn=9706363858 Meeting ID: 443 990 1723 Passcode: 304078 To connect by phone: 1-301-715-8592 - Meeting ID 443 990 1723# For additional meeting information visit: www.sisterbaywi.gov, click ‘Agendas and Minutes’ or watch the meeting video online. AGENDA 1. Call to Order & Roll Call 2. Approve of Agenda 3. Approve Meeting Minutes: a) June 23, 2026; Regular Meeting 4. Comments, Correspondence, and Concerns from the Public 5. Discussion/Action Items: a) Site Plan and Architectural Review; Sister Bay General Store, LLC; 10674 North Bay Shore Drive b) Site Plan and Architectural Review; Friends of the Ice Rink/Sister Bay Sports Complex; 2155 Autumn Court c) Text Amendment Revisions Discussions d) Review of Development Agreement Template 6. Zoning Permit Log 7. Matters to be Placed on a Future Agenda or Referred to a Committee, Official or Employee 8. Next Meeting • Regular Monthly Meeting; August 25, 2026, at 5:30 P.M.; Large Meeting Room, Sister Bay- Liberty Grove Fire Station 9. Adjournment Public Notice For questions regarding the above agenda items or to review the related files contact Benjamin Andrews, Village Administrator, at administrator@sisterbaywi.gov. To submit letters in support or opposition of an agenda item that is not part of a public hearing, email adminassist@sisterbaywi.gov by 4:00 pm the day before the meeting; letters regarding a public hearing must be received by 4:00 pm the Thursday before the hearing. It is possible that members of, or quorum of, other governmental bodies may attend the meeting to gather information; no action will be taken by any governmental body other than the body specifically referred to above. Upon reasonable notice, a good faith effort will be made to accommodate the needs of disabled individuals through sign language interpreters or other auxiliary aid or accommodation at no cost to the individual. Due to the difficulty in finding interpreters, requests should be made as far in advance as possible, preferably a minimum of 48 hours. For additional information or to request this service, contact the Village Administration Office at 920.854.4118 or in writing to: Village Administration Building, 2383 Maple Dr., PO Box 769, Sister Bay, WI 54234. Copies of reports and other supporting documentation are typically available online. The Village of Sister Bay is an Equal Opportunity Provider & Employer 1 VILLAGE OF SISTER BAY 1 PLAN COMMISSION MEETING MINUTES 2 TUESDAY , JUNE 23, 2026 3 UNAPPROVED 4 5 1. Call To Order & Roll Call 6 Chairperson Nate Bell called the Plan Commission meeting to order on Tuesday, June 23, 2026, at 5:30 7 P.M., and roll call was taken. 8 9 Present: Commission members Nate Bell, Jerry Ahrens, Laurel Harff, Skip Heidler, Brigid White. 10 11 Staff Member(s): Village Zoning Administrator Benjamin Andrews, Administrative Assistant Sarah 12 Bertges and Marina Manager Dave Lienau via Zoom. 13 14 Others: Kurt Harff, Katelyn Jerard, Chris Schmeltz, Amedee Savard, Marc Savard, Mary Pat Carlson. 15 VIA ZOOM: Erin’s IPhone, Paul Grossman. 16 17 2. Approve Of Agenda 18 Motion to approve the agenda as presented was made by Ahrens, second by Heidler, Motion carried -19 all ayes. 20 21 3. Approve Meeting Minutes 22 a. May 26, 2026; Regular Meeting 23 Two spelling errors noted. 24 Motion by Heidler, second by Harff to approve the meeting minutes as amended. Motion carried- all 25 ayes. 26 27 4. Comments, Correspondence, And Concerns From The Public 28 Bell invited public comment. No members of the public or online attendees offered comment at this 29 time. 30 31 5. Discussion/Action Items 32 33 a. Site Plan Review; Marina Building; 10733 Bay Shore Drive 34 Andrews presented the site plan for the proposed marina building, located within a P -1 district. The 35 building's proposed height does not exceed the 35 -foot limit. Andrews noted that while the front 36 setback does not meet the current 50 -foot standard, the proposed building does not extend beyond 37 the footprint of the existing structure, and no concerns were identified regarding side or rear setbacks. 38 The Commission raised the question of compliance with the ordinary high watermark setback. Marina 39 Manager Dave Lienau, attending remotely, confirmed that the DNR had been consulted and did not 40 anticipate an issue, and that engineering firm Stantec was in the process of formally delineating the 41 ordinary high watermark, with results expected within a week. Heidler emphasized that the specific 42 footage had not yet appeared on any submitted drawings and that formal verification was needed. 43 White noted that the updated architectural drawings showing revised wide -lap siding had 44 inadvertently not been included in the packet. Lienau confirmed that the most recent version, 45 reflecting changes requested at a prior courtesy review on May 14th, was available through the 46 marina. The Commission discussed concerns regarding blank wall areas, particularly on the east 47 elevation, and Lienau confirmed that the architectural team had addressed those concerns in the 48 updated drawings. 49 Heidler raised questions regarding ventilation adequacy in the shower facilities, suggesting that the 50 placement of exhaust returns may be insufficient during peak usage hours, and recommended a closer 51 review during the bidding phase. Bell inquired about solar readiness, and Lienau confirmed that 52 provisions for future solar installation —including a dedicated electrical and networking closet —had 53 been incorporated into the second-floor design. 54 2 June 23, 2026 Plan Commission Meeting- Unapproved 2 The Commission also discussed parking impacts, noting that the proposed trash enclosure would 1 eliminate one or two spaces from the existing lot. It was confirmed that the marina's secondary 2 parking lot, located approximately half a block away with over 100 spaces, would continue to serve 3 additional demand. Heidler raised the question of whether both lots could be counted collectively to 4 satisfy code parking requirements. The Commission reached general consensus that this had been the 5 long-standing practice, and that the use was not substantially changing. 6 The Commission agreed that conditional approval was appropriate at this stage to allow the project 7 to proceed to procurement and bidding, with specific conditions to be satisfied prior to final permit 8 issuance. 9 Motion to approve the site plan for the marina building at 10733 N Bay Shore Drive, on the condition 10 that the ordinary high watermark setback distance be formally identified and called out on the 11 drawings, and that final siding materials and color selections be returned to the Plan Commission for 12 review, was made by White and second by Heidler. The motion carried-all ayes. 13 14 b. Site Plan Review; Pergola Addition; CHOP – 2345 Mill Road 15 Andrews presented an application from CHOP restaurant for the addition of pergola structures at the 16 front of the principal building. He explained that the application had initially been interpreted as 17 requiring a conditional use permit for an accessory structure in the front yard, but that upon review 18 of prior Plan Commission precedent —specifically the vestibule project —staff concluded that a 19 structure permanently attached to the principal building may instead be treated as an addition, 20 requiring only site plan review. 21 The Commission discussed this interpretation and reached consensus that, given the permanent and 22 attached nature of the proposed pergolas, the application was appropriately treated as a site plan 23 review rather than a conditional use permit. 24 The applicant clarified that the existing second-floor pergola covering had been damaged by wind and 25 would be replaced with a louvered system in a light gray color to match the existing awning and 26 vestibule. The applicant indicated a preference to address only the second-floor structure at this time, 27 with the option to add similar structures at the ground level in the future. Andrews noted that ground-28 floor pergolas had been included in the original approved site plan and therefore would not require 29 additional Commission approval. 30 The Commission confirmed that the motion would encompass both the second-floor replacement and 31 the previously approved first-floor pergolas, providing clarity for future permit issuance. 32 Motion to approve the CHOP site plan with the addition of the pergolas on the second floor, as well as 33 the first-floor pergolas in the future, was made by White and second by Bell. Motion carried, 4-1 with 34 Heidler opposed on the basis that insufficient formal documentation had been provided to fully satisfy 35 the review process. 36 37 c. Text Amendment Revisions Discussions 38 Andrews introduced three areas of proposed text amendment for Commission workshopping: (1) 39 adding automotive body and mechanical repair as a permitted use in the B-1 General Business District; 40 (2) revising the fee -in-lieu of parking framework; and (3) establishing regulations for Accessory 41 Dwelling Units (ADUs). 42 43 Automotive Body and Mechanical Repair – B-1 District 44 The Commission discussed the proposed addition of automotive body and mechanical repair as a 45 permitted use in the B -1 district. Heidler expressed concern about compatibility with adjacent 46 residential properties, citing potential noise, storage of vehicles awaiting repair, dust, and volatile 47 chemicals. He noted that Liberty Grove restricts such uses to parcels of at least 10 acres. 48 Other commissioners noted that similar concerns could be raised about existing permitted uses in the 49 B-1 district, such as gas stations and commercial laundries, and that Sister Bay had previously hosted 50 an automotive service business without generating complaints. A representative of the prospective 51 business was present and stated that the operation would be conducted indoors, with full awareness 52 3 June 23, 2026 Plan Commission Meeting- Unapproved 3 of buffering and compliance requirements, and that the business intends to be a good community 1 partner. 2 The Commission reached general consensus in favor of allowing the use in the B -1 district, provided 3 that appropriate performance standards are developed. Andrews was directed to prepare draft 4 language addressing specific standards such as screening, outdoor vehicle storage, and operational 5 compatibility. The Commission also indicated that the use should not be added to the B-3 district, and 6 White raised the question of whether it should be removed from B -3 if it currently appears there, to 7 be considered on a future agenda. 8 9 Fee-in-Lieu of Parking 10 Bell introduced a proposed revision to the fee-in-lieu of parking framework. He noted that the current 11 fee of $1,000 per space has been static for approximately 19 years, and that replacing it with a codified 12 formula tied to a CPI adjustment would provide predictability for both the village and participating 13 businesses. 14 The Commission discussed the geographic scope of the program, with consensus that it should apply 15 to the B -2 and B -3 districts rather than using a distance -based buffer. The Commission also agreed 16 that the revenue generated should remain dedicated to parking-related expenditures. 17 Discussion addressed the treatment of existing participants in the program, with Andrews noting that 18 a legal review with Village Attorney Randy would be appropriate to determine how current approvals 19 interact with the proposed new framework. The Commission agreed that any new agreement should 20 include a projected schedule so that participants can anticipate future costs. 21 The Commission expressed broad support for the formula -based approach, including a CPI escalator, 22 and discussed the possibility of establishing an administrative threshold —approximately four to five 23 spaces—below which a business could participate in the program without Plan Commission review. 24 Andrews was directed to populate the formula with verified real -world data, including recent local 25 land transaction values and construction costs, and return with a refined proposal. 26 27 Accessory Dwelling Units (ADUs) 28 Bell noted that the Plan Commission last addressed ADUs in 2019, at which time the concept had 29 broad support until a concern arose regarding a state statute that grants any residential unit an 30 inherent right to rent as a short-term rental. He indicated that while this concern remains, there may 31 be ways to mitigate it through incentive-based approaches rather than direct prohibition. 32 A member of the public, Mary Pat Carlson, addressed the Commission and described her family's 33 personal need for an ADU solution, explaining that she and her husband —long-time Sister Bay 34 residents and business operators—wish to accommodate their daughter's family on their property but 35 cannot expand their two -bedroom home to do so. Her comments illustrated the broader 36 multigenerational and workforce housing benefits of allowing ADUs. 37 The Commission discussed the short -term rental concern at length. White noted that Wisconsin law 38 does not automatically grant ADUs the right to be used as short-term rentals, and that local ordinances 39 govern the question, though she cautioned that an adverse legal challenge could render any 40 restrictions unenforceable. Harff observed that the STR market inflates property values and that deed 41 restrictions in residential neighborhoods had previously been overridden by the state. 42 The Commission reached consensus that ADUs are a desirable tool for addressing the village's housing 43 needs—including multigenerational living, workforce housing, and aging -in-place scenarios —and 44 expressed a preference for long -term rental use over short -term rental. The Co _mmission discussed 45 incentive mechanisms such as reduced setbacks or waived parking requirements for owner -occupied 46 situations, while acknowledging that such incentives may not survive a change of property ownership. 47 Regarding parameters, the Commission generally supported allowing both attached and detached 48 ADUs, a maximum of two bedrooms, a size cap in the range of 800–1,200 square feet, a height not to 49 exceed the principal structure, and at least one additional parking space per unit following existing 50 residential parking formulas. Heidler noted that ADUs should be limited to parcels with a single-family 51 4 June 23, 2026 Plan Commission Meeting- Unapproved 4 detached principal dwelling, and that the R -4 district should likely be excluded given its density 1 constraints. 2 Andrews was directed to consult with Village Attorney Randy on what restrictions are legally 3 permissible under current state law, what incentive mechanisms have been upheld elsewhere, and to 4 return with proposed draft language at a future meeting. 5 6 6. Annual Permit Log 7 Andrews noted that the working permit log had been distributed via email the prior Friday. Heidler 8 clarified that the intent of this agenda item is to make the log available for Commission reference, not 9 to review each permit in detail at every meeting. 10 11 7. Executive Session 12 a. Wisc. Stats. 19.85(1)(g) To Confer With Legal Counsel For The Governmental Body 13 Motion to convene into executive session pursuant to Wisconsin Statutes §19.85(1)(g) to confer with 14 legal counsel regarding strategy with respect to a zoning permit application for an accessory building 15 was made by Bell and second by Heidler. Roll call vote: Harff – yes; Heidler – yes; Bell – yes; White – 16 yes; Ahrens – yes. The Commission convened into closed session at 7:38 P.M. 17 The Commission reconvened into open session following the executive session at 8:08 P.M. 18 Motion to reconvene into open session by Ahrens second by Bell. Roll call vote: Harff – yes; Heidler – 19 yes; Bell – yes; White – yes; Ahrens – yes. Bell announced that the Commission would direct staff as 20 discussed in closed session. 21 22 8. Matters To Be Placed On A Future Agenda Or Referred To A Committee, Official Or Employee 23 • Marina ordinary high watermark setback distance be formally identified and called out on the 24 drawings, and that final siding materials and color selections be returned to the Plan Commission 25 for review 26 • The text amendment items discussed under Agenda Item 5c: 27 o Fee in Lieu - Staff directed to populate the formula with verified real -world data, 28 including recent local land transaction values and construction costs, and return with 29 a refined proposal. 30 o ADU- Staff directed to consult with Village Attorney Randy on what restrictions are 31 legally permissible under current state law, what incentive mechanisms have been 32 upheld elsewhere, and to return with proposed draft language at a future meeting. 33 o Auto Body/Mech Repair- Staff directed to prepare draft language addressing specific 34 standards such as screening, outdoor vehicle storage, and operational compatibility. 35 • Zoning administrator report added to future agendas. 36 37 9. Next Meeting 38 The next regular monthly meeting of the Plan Commission is scheduled for Tuesday, July 28, 2026, at 39 5:30 P.M., in the Large Meeting Room of the Sister Bay-Liberty Grove Fire Station. 40 41 10. Adjournment 42 Motion to adjourn at 8:09 PM. 43 Motion by Heidler second by Harff. Motion carried -all ayes. 44 45 Respectfully submitted by Sarah Bertges, Administrative Assistant 46 5 Page 1 STAFF REPORT Date: July 21, 2026 To: Plan Commission Re: Site Plan and Architectural Review; Sister Bay General Store, LLC; 10674 North Bay Shore Drive Author(s): Benjamin Andrews, Village Administrator PROJECT OVERVIEW Sister Bay General Store, LLC, owned by Adam and Brigid White, has submitted a zoning permit application for a commercial construction project at 10674 North Bay Shore Road. The proposal includes a two-story general store with a basement intended for storage and kitchen preparation. The planned uses—retail, a walk-up food counter, and an ice cream shop —are permitted uses within the B -3 Downtown Business District, making the proposal allowable under current zoning regulations. DIMENSIONAL STANDARDS COMPLIANCE The project meets all dimensional standards required in the B -3 District. The minimum lot area is 4,500 square feet, while the lot in question encompasses 61,855 square feet. The minimum lot width requirement of 45 feet is also satisfied, with an existing width of 95 feet. The applicant proposes 52 percent green spac e, far exceeding the minimum requirement of 10 percent. The building height is planned at 35 feet, excluding the cupola, which complies with the district’s height limitation. Additionally, all setback requirements are met, as the front yard setback exceeds 20 feet, the side yard setback meets or exceeds 6 feet with required green space, and the rear yard setback exceeds 15 feet to accommodate street access. SITE PLAN AND LAYOUT REVIEW The site plan demonstrates compliant building placement, with the footprint and orientation appropriately designed and the primary building entrance facing the street as required. Parking requirements are met, including the necessary number of stalls and ADA-compliant parking. Parking is not proposed in front of the building, and circulation patterns appear to be properly designed. Driveway placement is appropriate and meets the necessary standards. Sidewalks on the site exceed six feet in width and provide di rect pedestrian connections to building entrances and outdoor use areas. Landscaping has been addressed through a submitted plan, and staff note no areas of concern. Utility and service areas are properly managed through the inclusion of screening for HVAC units and a fully screened dumpster enclosure with a six-foot fence. ARCHITECTURAL REVIEW 6 Page 2 Architectural elements of the proposal appear to comply with applicable standards. A lighting specification sheet is included, indicating all proposed lighting fixtures are downward -facing, consistent with required lighting practices. No concerns have been identified related to building design, materials, or lighting compliance. STORMWATER AND DRAINAGE The applicant submitted a drainage plan. DEVELOPMENT AGREEMENT REQUIREMENT All new commercial construction projects are required to enter into a Development Agreement unless specifically exempted by a three-fourths majority vote of the Plan Commission. Based on the scope of the proposed construction and standard Village practice, staff recommends proceeding with drafting the Development Agreement for this project. RECOMMENDED CONDITIONS OF APPROVAL Village Staff recommends approval of the project with conditions to ensure ongoing compliance and proper site function. These conditions include maintaining all landscaping and replacing any dead or declining vegetation, ensuring all dumpsters and receptacles remain fully screene d, completing striping and related maintenance of the parking lot, etc. STAFF RECOMMENDATION Village staff recommend approval of the site plan and architectural review with conditions and recommend proceeding with drafting the Development Agreement for the Sister Bay General Store project. 7 8 NAMES & MAILING ADDRESSES Applicant’s Name: (Property Owner) Contractor Name: Street Address Street Address City  State  Zip Code City  State  Zip Code Home Phone __________________________________________________ Cell Phone __________________________________________________ Business Phone __________________________________________________ Cell Phone __________________________________________________ Email __________________________________________________ Email __________________________________________________ Parcel Identification Number (PIN) Is this property connected to public water?  No  Yes Street Address of Property in Sister Bay Is this property connected to public sewer?  No  Yes PROPOSED PROJECT Type of Construction Project Details (Please check/complete ALL that apply below) Lot Size(Ft.): __________ by _________  Home  Pool  Commercial Total Lot Area (Sq. Ft.) _______________  Fence  Single family  Attached Garage Building Length _________ Building Width ___________  Deck  Multi-family  Detached Garage Building Footprint (Sq. Ft.) ______________  Shed  Boathouse  Addition (Describe below) Number of Stories _______________  Other_________________________________________ Please Provide a Brief Description of Your Project: ____________________________________________________________ Height (Roof Peak) ___________ (Primary Roof) Type of Construction ________________________________ ________________________________________________ ________________________________________________ __________________________________________________ Estimated Cost $________________ Please attach all the plans listed on the attached sheets. CERTIFICATION I, the undersigned, hereby apply for a Land Use Permit and certify that all the information both above and attached is true a nd correct to the best of my knowledge. I affirm that all work performed will be done in accordance with the Sister Bay Zoning Code and with all other applicable laws and regulations. I hereby authorize the Zoning Administrator to enter the above-described property for purposes of obtaining information pertinent to my application request and to conduct land use code ins pections. Signature ______________________________________________________ Date __________________________ ♦ AREA BELOW THIS LINE FOR OFFICE USE ONLY ♦  APPROVED  DENIED Plan Commission Review Date: ____________ Zoning Administrator: _____________________________ Date: _____________________ CONDITIONS OF APPROVAL: Utilities Approval: ________________________________ Utilities Representative Estimated Impact Fee: ______________ Date: __________________ (Based on information provided by builder) ▼ THIS AREA FOR OFFICE USE ONLY ▼ Zoning Permit Fee: Permit Issued Date Standard Zoning Permit Application Village of Sister Bay 2383 MAPLE DRIVE • SISTER BAY, WI 54234 PHONE: (920) 854-4118 • FAX: (920) 854-9637 E-MAIL: INFO@SISTERBAYWI.GOV WEB SITE: WWW.SISTERBAYWI.GOV 10774 N Bay Shore Dr. Sister Bay, WI 54234 Sister Bay General Store LLC; Adam & Brigid White 608-628-5132 brigid@whitefamilycottages.com 1810005312843G1 10674 N Bay Shore Dr. Sister Bay, WI 54234 Carlson Erickson Builders, Inc. 2585 Triax Pkwy Baileys Harbor, WI 54202 (920) 854-2162 608-628-5132 (920) 328-7016 SaraK@CarlsonEricksonBuilders.com General Store, retail, walk up food counter and ice cream shop. 2 story plus basement for storage and kitchen prep. 61,874 SQ. FT 2 35ft 75ft 462ft Conventional Wood 3.5 million 5,531 SQ. FT 88ft 99ft 7/6/2026 9 Sister Bay General Store for the Wade Weissmann Architecture, Inc. 8655 North Deerwood Drive - Brown Deer, Wisconsin 53209 Plan Commission Review Set ARTIST'S RENDERING, NOT FOR CONSTRUCTION Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 G0.00 COVER 7/7/2026 12:43:06 PM 10 street location map city location map region location map SITE LOCATION MAPSPROJECT INFORMATION ARCHITECTURAL SYMBOLSGENERAL NOTES 1) CONSTRUCTION IS TO BE IN COMPLIANCE W/ ALL GOVERNING CODES, ORDINANCES, & STANDARDS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING & SUPERVISING ALL SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION W/ THE PERFORMANCE OF THIS CONTRACT. 2) ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY COST, SCHEDULE, OR CONSTRUCTION ISSUES ARISING DUE TO GENERAL CONTRACTORS/ OWNERS FAILURE TO DISTRIBUTE ALL DOCUMENTS TO EACH SUBCONTRACTOR OR MATERIAL SUPPLIER. SUBCONTRACTORS & MATERIAL SUPPLIERS SHOULD ENDEAVOR TO REVIEW A COMPLETE SET OF DOCUMENTS BEFORE BIDDING, FABRICATING, OR INSTALLING WORK. 3) GENERAL CONTRACTOR, SUBCONTRACTORS, AND MATERIAL SUPPLIERS MUST NOTIFY ARCHITECT OF ANY ERRORS, OMISSIONS, OR DEFECTS IN THE CONSTRUCTION DOCUMENTS PRIOR TO BIDDING, FABRICATING, OR INSTALLING WORK. 4) ALL MEANS & METHODS OF CONSTRUCTION TO BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5) MECH., ELEC., PLUMB & FIRE PROTECTION ARE TO BE DESIGNED IN COMPLIANCE WITH ALL GOVERNING CODES, ORDINANCES & STANDARDS, WHICH WILL BE THE FULL RESPONSIBILITY OF THE MEP/FP DESIGN BUILD CONTRACTOR, THE ARCHITECT ASSUMES NO LIABILITY. 6) ALL MECH., ELEC., PLUMB & FIRE PROTECTION SYSTEMS/ EQUIP. SHALL BE MAINTAINED ACCORDING TO MANUFACTURER'S STANDARDS. BLDG. OWNER ASSUMES FULL RESPONSIBILITY FOR MAINTENANCE/ OPERATION UPON OCCUPANCY. 7) THE INSTALLATION AND EXECUTION OF ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S STANDARDS AND SPECIFICATIONS. KITCHEN 101 WW X HH X AX.XX X AX.XX WALL LEGEND BRICK STONE CMU EXISTING DEMO NEW WALL CONCRETE FIREBRICK X:1212 X XX X AX.XX ROOM TAG DOOR TAG WINDOW TAG SECTION TAG EXTERIOR ELEVATION TAG INTERIOR ELEVATION TAG ROOF PITCH TAGS ELEVATION DATUM SYMBOL DETAIL TAG CB REVISION TAG & CLOUD ELEVATION 100'-0" X / XXX X AX.XX X X X X 8) ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR LIMITING THE ACCUMULATION OF WASTE MATERIALS AND RUBBISH. WASTE MATERIALS SHALL BE REMOVED FROM PREMISES DAILY. 9) DIMENSIONS ARE TO BE FIELD VERIFIED & ADJUSTED ACCORDINGLY. THE ARCHITECT SHALL BE NOTIFIED OF ANY VARIANCES BEFORE CONTRACTOR BEGINS OR PROCEEDS WORK. 10) REMOVE AND LEGALLY DISPOSE OF ANY HAZARDOUS MATERIALS THAT MAY BE PART OF THE CONSTRUCTION PROJECT AREA. 11) SEE ARCHITECTURAL SPECIFICATIONS FOR COMPLETE PROJECT REQUIREMENTS. 12) ALL ORIGINAL CONTRACT DOCUMENTS AND COPIES THEREOF ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT EXPRESSLY RESERVES HIS COMMON-LAW COPYRIGHT AND OTHER PROPERTY RIGHTS WITH REGARD TO THESE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS AND THE DESIGNS THEREIN ARE PROVIDED FOR THE CONSTRUCTION OF THIS PROJECT, AND SHALL NOT BE REPRODUCED, MODIFIED, OR RECREATED FOR ANY OTHER PURPOSE OR PROJECT. 13) THE LARGEST-SCALED DETAIL SHALL SUPERSEDE SMALLER-SCALED DRAWINGS. DETAILS SHALL NOT BE SURMISED FROM THE ARCHITECTURAL FLOOR PLANS OR ARCHITECTURAL ELEVATIONS. IF A CONDITION IS NOT SPECIFICALLY DETAILED, ASSUME THAT THE LEVEL OF DETAIL AND QUALITY WILL BE CONSISTENT WITH WHAT IS SHOWN FOR SIMILAR CONDITIONS. 14) UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SCALE THE DRAWINGS. THE CONTRACTOR SHALL PERFORM ALL LAYOUTS USING THE SPECIFIED CALCULATED DIMENSIONS, REPORTING ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS ARE TYPICALLY TO FACE OF MASONRY FOUNDATION, FACE OF EXTERIOR SHEATHING, FACE OF INTERIOR STUD, OR CENTERLINE. PROJECT ADDRESS: APN: ZONING: CURRENT USE: PROPOSED USE: PROPOSED OCCUPANCY: TYPE OF CONSTRUCTION: FIRE SPRINKLERS: FIRE ALARM: LOT AREA: PROPOSED LOT COVERAGE: REFER TO CIVIL PLANS SETBACKS: FRONT: REAR: SIDES: WETLAND: 10674 NORTH BAY SHORE DRIVE SISTER BAY, WISCONSIN, 54234 181-00-05312843G1 B-3 VACANT MIXED USE COMMERCIAL BUILDING A-2, B, M V-B YES YES 61,874 SQ. FT. = 1.42 ACRES +- 20' (FROM FACE OF CURB) 40' 6' 10' PROJECT DESCRIPTION: THE PROPOSED PROJECT INCLUDES A TWO STORY ABOVE GRADE COMMERCIAL BUILDING ON A 1.42 ACRE PARCEL. THE PROPERTY IS CURRENTLY VACANT. THE BUILDING WILL HAVE A LOWER LEVEL SUB-GRADE WITH TWO STORIES ABOVE GRADE WITH A MAXIMUM BUILDING HEIGHT OF 35' ABOVE PROPOSED GRADE (FINISH). THE PROPOSED OCCUPANCIES ARE RESTAURANT (A-2), RETAIL (M), AND OFFICE SPACE (B). BUILDING HEIGHT: MAXIMUM ALLOWED = 35' ABOVE PROPOSED GRADE (FINISH) PROPOSED = 34'-2"+- ABOVE PROPOSED GRADE (FINISH). BUILDING AREA IN SQUARE FEET (GROSS CONDITIONED): LOWER LEVEL FLOOR PLAN: 5,610 SQ. FT. MAIN LEVEL FLOOR PLAN: 5,531 SQ. FT. UPPER LEVEL FLOOR PLAN:3,941 SQ. FT. TOTAL15,082 SQ. FT. CODE COMPLIANCE 2021 IBC, BUILDING CODE 2021 IBC, MECHANICAL CODE 2021 IBC, PLUMBING CODE 2021 IBC, ELECTRICAL CODE 2021 IBC, FIRE CODE 2021 IBC, ENERGY CONSERVATION CODE 2017 ICC, a117.1 ACCESSIBILITY CODE ABBREVIATIONS LIST ADJ. ADJUSTABLE A.F.F. ABOVE FINISHED FLOOR ALUM ALUMINUM BLDG BUILDING BSMT BASEMENT B.O.F. BOTTOM OF FOOTING B.O.O. BOTTOM OF OPENING BD BOARD BK BOOKCASE CAB CABINET CB CONSTRUCTION BULLETIN CIP CAST IN PLACE CHNL CHANNEL CJ CONTROL JOINT CLG CEILING CLR CLEAR CLO CLOSET CMU CONCRETE MASONRY UNIT C.O. CASED OPENING COL. COLUMN CONC CONCRETE CONT. CONTINUOUS CPT CARPET CSMT CASEMENT DBL DOUBLE DEMO DEMOLISH OR DEMOLITION DH DOUBLE HUNG DIA. DIAMETER DIM DIMENSION DIMS DIMENSIONS DISP DISPOSAL DN DOWN DR DOOR DW DISHWASHER DWG DRAWING DS DOWNSPOUT E. EAST EA. EACH EJ EXPANSION JOINT ELEC ELECTRIC OR ELECTRICAL ELEV. ELEVATION EPDM ETHYLENE PROPYLENE DIENE M - CLASS EQ. EQUAL EXIST. EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN FIN FINISHED FIXT FIXTURE FLR FLOOR FND FOUNDATION F.O. FACE OF FP FIREPLACE FRZ FREEZER FTG FOOTING GA. GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD HD. HEAD HR. HOUR HT. HEIGHT HVAC HEATING, VENTILATING, AND COOLING ICE ICE MAKER I.D. INTERIOR DESIGNER INSUL INSULATION INT. INTERIOR OR INTERNAL LIN LINEN MAX. MAXIMUM M.O. MASONRY OPENING MECH MECHANICAL MEMB MEMBRANE MIN. MINIMUM MW MICROWAVE MTL METAL N. NORTH NOM NOMINAL O.A. OVERALL O.C. ON CENTER OH OVERHANG OPP. OPPOSITE PCC PRE–CAST CONCRETE PNLD PANELED PLYWD PLYWOOD PWDR POWDER P.T. PRESSURE TREATED PNT PAINT OR PAINTED PVC POLYVINYL CHLORIDE RBR RUBBER RCP REFLECTED CEILING PLAN REF REFRIGERATOR REBAR REINFORCEMENT BAR REQD. REQUIRED REV. REVISION R. RISER RM ROOM R.O. ROUGH OPENING S. SOUTH SIM. SIMILAR SHWR SHOWER SK SKETCH SPEC. SPECIFIED OR SPECIFICATION SQ.FT. SQUARE FEET SS STAINLESS STEEL STL STEEL STN STAIN OR STAINED T&G TOUNGE AND GROOVE T.B.D. TO BE DETERMINED T.B.S. TO BE SELECTED TCC TERNE COATED COPPER T.D. TRENCH DRAIN THRU THROUGH TELE TELEPHONE T.M.E. TO MATCH EXISTING T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.B. TOP OF BEAM T.O.D. TO OF DRAIN T.O.F. TOP OF FOOTING T.O.L. TOP OF LEDGE T.O.O. TOP OF OPENING T.O.S. TOP OF SLAB T.O.W. TOP OF WALL TYP. TYPICAL UC UNDER COUNTER UNEXC UNEXCAVATED U.N.O. UNLESS NOTED OTHERWISE VEST. VESTIBULE V.I.F. VERIFY IN FIELD W. WEST W/ WITH WIN. WINDOW WC WATER CLOSET WD WOOD WP WATERPROOF WRB WEATHER RESISTANT BARRIER INDEX OF DRAWINGS / DOCUMENTSISSUED WITHOUT REVISIONS ISSUED WITH REVISIONS NEW SHEET SHEET REMOVED PROJECT DATA GENERAL CIVIL C001 C002 C100 C101 C200 C201 C300 C400 C500 C600 C601 C200 COVER SHEET GENERAL NOTES AND QUANTITIES EXISTING CONDITIONS & REMOVALS EROSION CONTROL PLAN SITE PLAN VEHICLE TURNING PATHS UTILITY PLAN GRADING PLAN LANDSCAPE PLAN CONSTRUCTION DETAILS UTILITY DETAILS REDUCED ANGLE PARKING PLAN COMMISSION 2026.07.07 G0.00 G1.00 G2.00 COVER PROJECT DATA OCCUPANCY CALCULATIONS ARCHITECTURAL AC1.00 A0.00 A1.00 A1.01 A1.02 A1.03 A2.00 A2.01 A3.00 A3.00a A3.01 A3.01a A3.02 A3.02a A3.03 A3.03a A3.04 E1.01 E1.02 SL1.00 ARCHITECTURAL SITE PLAN FOUNDATION PLAN LOWER LEVEL PLAN MAIN LEVEL PLAN UPPER LEVEL PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION MAIN LEVEL LIGHTING & RECEPTACLE PLAN UPPER LEVEL LIGHTING & RECEPTACLE PLAN SITE LIGHTING PLAN PROJECT CONTACTS OWNER INFORMATION Architect: Wade Weissmann Architecture Inc. 8655 N. Deerwood Drive Brown Deer, WI 53209 Tele: 414.351.1200 Fax: 414.352.8385 Contact: Michael Langer email: mlanger@wwa-design.com Owner: Brigid & Adam White c/o Wade Weissmann Architecture Inc. 8655 N. Deerwood Drive Brown Deer, WI 53209 Landscape Architect: Bridenhagen Tree & Landscape 2271 Old Lime Kiln Road Baileys Harbor, WI, 54202 Tele: (920) 854-5993 Fax: Contact: Ivan Bridenhagen email: bridenhagentreeandlandscape@gmail.com Lighting Designer: Lighting Design Solutions, Inc. 206597 Driftwood Lane Mosinee, WI, 54455 Tele: (888) 357-7070, ext. 4 Fax: Contact: Ashley Thomer email: Ashley@LightingDesignSolutions.com Structural Engineer: Spire Engineering, Inc. 305 N. Plankinton Avenue, Suite 101 Milwaukee, Wisconsin, 53203 Tele: (414) 278-9200 Fax: Contact: Brian Genduso email: bjg@spireengineering.com Geotechnical Engineer: Giles Engineering Associates, Inc. N8 W22350 Johnson Drive, Suite A1 Waukesha, Wisconsin, 53186 Tele: (262) 544-0118 Fax: Contact: Benjamin Stark email: bstark@gilesengr.com Gen. Contractor: Carlson Erickson Builders, Inc. 2585 Triax Parkway Baileys Harbor, WI 54202 Tele: 920-328-7016 Fax: Contact: Craig Billings email: craigb@carlsonericksonbuilders.com Civil Engineer: Stantec 312 N 5th Avenue, First Floor Sturgeon Bay, Wisconsin 54235-2102 Tele: (920) 743-8211 Fax: Contact: Skyler Witalison email: skyler.witalison@stantec.com LANDSCAPE L1.00LANDSCAPE PLAN PLAN COMMISSION 2026.07.07 Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 G1.00 PROJECT DATA 7/6/2026 9:39:50 PM 11 SCALE: 1LOWER LEVEL OCCUPANCY PLAN 1/8" = 1'-0" TRUE NORTH N MECH./STOR. 1,340 SQ. FT./300 OCC. = 5 BUSINESS 431 SQ. FT./150 OCC. = 3 BUSINESS 188 SQ. FT./150 OCC. = 2 JAN./STOR./CONTROL 111 SQ. FT./300 OCC. = 1 KITCHEN/PREP./STOR. 1,025 SQ. FT./200 OCC. = 6 UP (17)R @ 6 7/8" EA. ELEVATOR STAIR 1 002 PREP./STORAGE 013 MECHANICAL/ STORAGE 010 KITCHEN/PREP/ STORAGE 000 LOCKERS 011 OFFICE 008 CORRIDOR 001 JAN./ STORAGE 003 CORRIDOR 012 CART LIFT UNISEX 007 UNISEX 004 CONTROL ROOM 006 UP (17)R @ 6 7/8" EA. PREP./STOR. 665 SQ. FT./200 OCC. = 4 HALL 005 ELEV. VEST. 009 STAIR 2 014 W.I. COOLER W.I. FREEZER UDHG2 4824 UDHG2 4824 UDHG2 4024 UDHG2 4024 GRATES AT ALL LIGHT WELLS GRATES AT ALL LIGHT WELLS GRATES AT ALL LIGHT WELLS SHIPPING/ RECEIVING 101 KITCHEN/STORAGE 100 POINT OF PURCHASE 111 FRONT PORCH 110 SIDE PORCH 113 FOOD COUNTER 112 BUSINESS 239 SQ. FT./150 OCC. = 2 RETAIL 2,491 SQ. FT./60 OCC. = 42 A-2/MERCANTILE 202 SQ. FT./60 OCC. = 4 KITCHEN/STOR. 432 SQ. FT./200 OCC. = 3 RETAIL 109 RETAIL 108 MERC./STOR. 149 SQ. FT./300 OCC. = 1 WOMEN 103 STAIR 1 102 RESTAURANT 600 SQ. FT./15 OCC. = 40 TOTAL = 48 ICE CREAM PARLOR 115 ELEVATOR INTERIOR CASEWORK 71 4 " FLEXIBLE FLASHING AZEK 5/4 x 3+- TRIM UNDERLAYMENT WINDOW PER SCHEDULE 2 x 6 FRAMING AZEK 1 x 8 TRIM AZEK 5/4x4 SILL BACKER ROD & SEALANT WINDOW PER SCHEDULE 5/4x6 AZEK RIM BOARD PILASTER TRIM BASE BELOW 25 8" 10" FOUNDATION WALL BELOW STORAGE 106 STOR. 62 SQ. FT./300 OCC. = 1 RESTAURANT BENCH FIXED OCC. = 8 MEN 104 HALL 105 STAIR ATRIUM 107 REAR PORCH 114 24x54x74 RETAIL AREA MERCANTILE 2,590 SQ. FT./60 OCC. = 44 RESTAURANT 217 SQ. FT./15 OCC. = 15 A-2/MERCANTILE 103 SQ. FT./60 OCC. = 2 A-2/MERCANTILE 103 SQ. FT./60 OCC. = 2 A-2/MERCANTILE 58 SQ. FT./60 OCC. = 1 RETAIL 200 RETAIL 208 DECK 1 209 UNISEX 205 STAIR 1 201 RETAIL 207 DECK 2 210 PREP./ STORAGE 202 PREP./STOR. 183 SQ. FT./300 OCC. = 1 VEST. 203 UNISEX 204 STAIR HALL 206 SCALE: 2 MAIN LEVEL OCCUPANCY PLAN 1/8" = 1'-0" SCALE: 3 UPPER LEVEL OCCUPANCY PLAN 1/8" = 1'-0" A-2 (RESTAURANT), 15 net & FIXED OCCUPANCY LEGEND B (BUSINESS), 150 gross M (MERCANTILE), 60 gross M (MERCANTILE)/STORAGE, 300 gross A-2 (RESTAURANT), SMALL ASSEMBLY CONVERT TO MERCANTILE. PER 2021 IBC SECTION 303.1.2, OPTION 2, A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQ. FT. IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY. KITCHEN/PREP./STOR. 200 gross PLUMBING FIXTURE CALCULATIONS AT BUSINESS, MERCANTILE, AND RESTAURANT: PLUMBING FIXTURE CALCULATION A.OCCUPANCY B (BUSINESS) AREA PER REQUIREMENTS OF 2021 IBC - PLUMBING FIXTURES TABLE 2902.1: PER 2021 IBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: OCCUPANCY :B, OCCUPANT LOAD FACTOR: 7 B.OCCUPANCY M (MERCANTILE) AREA PER REQUIREMENTS OF 2021 IBC - PLUMBING FIXTURES TABLE 2902.1: PER 2021 IBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: OCCUPANCY :M & M-STORAGE, OCCUPANT LOAD FACTOR: 103 C.OCCUPANCY A-2 (ASSEMBLY-RESTAURANT) AREA PER REQUIREMENTS OF 2021 IBC - PLUMBING FIXTURES TABLE 2902.1: PER 2021 IBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: OCCUPANCY :A-2 (RESTAURANT UNCONCENTRATED & FIXED SEATS, KITCHEN/PREP OCCUPANT LOAD FACTOR: 77 MEN 50%4 OCCUPANTS, REQUIRED: (1) WATER CLOSET, (1) LAVATORY WOMEN 50%3 OCCUPANTS, REQUIRED: (1) WATER CLOSET, (1) LAVATORY PER SECTION 2902.2, SEPARATE FACILITIES, EXCEPTION 4, SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 25 OR FEWER. DRINKING FOUNTAIN AND SERVICE SINK PER TABLE 2902.1: DRINKING FOUNTAIN NOT REQUIRED PER SECTION 2902.6 SERVICE SINK NOT REQUIRED PER TABLE 2902.1, e MEN 50%52 OCCUPANTS, REQUIRED: (1) WATER CLOSET, (1) LAVATORY WOMEN 50%51 OCCUPANTS, REQUIRED: (1) WATER CLOSET, (1) LAVATORY PER SECTION 2902.2, SEPARATE FACILITIES, EXCEPTION 3, SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER. DRINKING FOUNTAIN AND SERVICE SINK PER TABLE 2902.1: (1) DRINKING FOUNTAIN (1) SERVICE SINK MEN 50%39 OCCUPANTS, REQUIRED: (1) WATER CLOSET, (1) LAVATORY WOMEN 50%38 OCCUPANTS, REQUIRED: (1) WATER CLOSET, (1) LAVATORY DRINKING FOUNTAIN AND SERVICE SINK PER TABLE 2902.1: (1) DRINKING FOUNTAIN (1) SERVICE SINK TOTAL PLUMBING FIXTURES REQUIRED PER TABLE 2902.1: MENWATER CLOSET URINAL LAVATORY 33 WOMEN WATER CLOSET LAVATORY 33 66 TOTAL PROVIDED 0 DRINKING FOUNTAIN = 2 SERVICE SINK =2 MENWATER CLOSET URINAL LAVATORY 33 WOMEN WATER CLOSET LAVATORY 44 77 1 DRINKING FOUNTAIN = 3 SERVICE SINK =3 FAUCETS AT KITCHEN & PREP AREAS = 19 1 Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 G2.00 OCCUPANCY CALCULATIONS 12 OHP OHP OHP OHP OHP 248 589.90 BLDG CORNER BL 249 586.92 BLDG CORNER 250 590.35 BLDG CORNER 251 587.48 BLDG CORNER 253 587.48 BLDG CORNER 254 587.49 BLDG CORNER 255 587.46 BLDG CORNER 256 587.50 BLDG CORNER 257 587.53 BLDG CORNER 258 587.50 BLDG CORNER 259 587.52 BLDG CORNER 260 595.45 BLDG CORNER 261 592.17 BLDG CORNER 262 595.24 BLDG CORNER EL 525 599.26 POWR LINE BL 542 595.45 POWR LINE EL S RIM 588.44 "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 2"WAT 2"WAT SAN SAN SAN UGE UGE COMM COMM 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW COVER SHEET C001 DOOR COUNTY, WISCONSIN SISTER BAY, WI Call 811 3 Work Days Before You Dig Or Toll Free (800) 242-8511 Hearing Impaired TDD (800) 542-2289 www.DiggersHotline.com THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. STANTEC ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT WRITTEN CONSENT OF STANTEC. THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. CIVIL ENGINEER: PROJECT TEAM: STANTEC CONSULTING SERVICES, INC. 312 N 5TH AVE STURGEON BAY, WI 54235 CONTACT: SKYLER WITALISON, P.E. 920-298-1763 SKYLER.WITALISON@STANTEC.COM OWNER: SISTER BAY GENERAL STORE, LLC. OWNER: BRIGID WHITE 10774 NORTH BAY SHORE DRIVE SISTER BAY, WI 54234 brigid@whitefamilycottages.com INDEX OF SHEETS C001 1 COVER SHEET C002 2 GENERAL NOTES AND QUANTITIES C100 3 EXISTING CONDITIONS & REMOVALS C101 4 EROSION CONTROL PLAN C200 5 SITE PLAN C201 6 VEHICLE TURNING PATHS C300 7 UTILITY PLAN C400 8 GRADING PLAN C500 9 LANDSCAPE PLAN C600 10 CONSTRUCTION DETAILS C601 11 UTILITY DETAILS SISTER BAY GENERAL STORE SISTER BAY, DOOR COUNTY, WI CIVIL CONSTRUCTION PLAN SET UTILITY CONTACT INFORMATION EMERGENCY NUMBERS POLICE/FIRE 911 NON-EMERGENCY NUMBERS SHERIFF 920-746-2400 FIRE DEPARTMENT 920-854-4021 SISTER BAY ADMINISTRATION OFFICE BENJAMIN ANDREWS, VILLAGE ADMINISTRATOR 2383 MAPLE DRIVE PO BOX 769 SISTER BAY, WI 54234 920-854-4118 SISTER BAY PUBLIC WORKS MEGAN BARNES, DPW DIRECTOR 2124 AUTUMN COURT SISTER BAY, WI 54234 920-854-2246 MEGAN.BARNES@SISTERBAYWI.GOV LOCATION MAP NO SCALE PROJECT LOCATION SITE DATA OWNER:SISTER BAY GENERAL STORE LLC 10774 NORTH BAY SHORE DRIVE SISTER BAY, WI 54234 SITE ADDRESS:10674 NORTH BAY SHORE DRIVE SISTER BAY, WI 54234 PARCEL NUMBER:1810005312843G1 PARCEL SIZE: 61,874SQ. FT / 1.42ACRES ZONING:B-3 (DOWNTOWN BUSINESS DISTRICT) OVERLAY:W-1 (WETLAND OVERLAY DISTRICT) AREA EXISTING SITE GREEN SPACE: 61,874SQ. FT / 1.42ACRES = 100% BUILDINGS: -SQ. FT / -ACRES = 0% PAVEMENT: -SQ. FT / -ACRES = 0% IMPERVIOUS AREAS: (TOTAL) -SQ. FT / -ACRES = 0% AREA PROPOSED SITE GREEN SPACE: 32,116SQ. FT / 0.74ACRES = 52%(>20% REQUIRED) BUILDINGS: 7,100SQ. FT / 0.16ACRES = 11% PAVEMENT: 22,658SQ. FT / 0.52ACRES = 37% IMPERVIOUS AREAS: (TOTAL) 29,758SQ. FT / 0.68ACRES = 48% TOTAL DISTURBED AREA: 42,460SQ. FT / 0.97ACRES = 69% SETBACKS FRONT:20' (PRINCIPAL AND ACCESSORY) SIDE:6' (PRINCIPAL AND ACCESSORY) REAR:20' (PRINCIPAL AND ACCESSORY) PARKING EXISTING 0 REQUIRED: 40SEE ARCHITECTURAL PLANS FOR CALCULATIONS PROVIDED 40(INCLUDES 2 ADA-COMPLIANT STALLS) 13 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW GENERAL NOTES AND QUANTITIES C002 STANTEC ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF STANTEC. GENERAL 1. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE MUNICIPALITY FORTY-EIGHT HOURS PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL INDEMNIFY THE OWNER, THE ENGINEER, AND THE MUNICIPALITY, THEIR AGENTS, ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, AND TESTING OF THE WORK ON THIS PROJECT. 3. SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE BIDDER WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES AND SHALL STATE SUCH QUANTITIES IN HIS OR HER PROPOSAL. HE OR SHE SHALL BASE THEIR BID ON HIS OR HER OWN ESTIMATE OF THE WORK REQUIRED AND SHALL NOT RELY ON THE ENGINEER'S ESTIMATE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. A GEOTECHNICAL REPORT MAY BE AVAILABLE FROM THE OWNER. THE CONTRACTOR SHALL ABIDE BY THE RECOMMENDATIONS FO THE GEOTECHNICAL ENGINEER. 6. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL COMPARE FIELD CONDITIONS WITH DRAWINGS. 7. THE OWNER SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK. THE CONTRACTOR SHALL CONDUCT HIS WORK ACCORDING TO THE REQUIREMENTS OF THE PERMITS. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY INFORMATION SHOWN ON THE PLANS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL CALL DIGGER'S HOTLINE AT 1-800-242-8511 TO NOTIFY THE UTILITIES OF HIS OR HER INTENTIONS, AND TO REQUEST FIELD STAKING OF EXISTING UTILITIES. 9. CONTRACTOR IS ADVISED THAT ALL MUD AND DEBRIS MUST NOT BE DEPOSITED ONTO THE ADJACENT ROADWAYS PER THE REQUIREMENT OF THE MUNICIPALITY OR OTHER APPROPRIATE GOVERNMENT AGENCIES. 10. ANY ADJACENT PROPERTIES OR ROAD RIGHTS-OF-WAY WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE RESTORED BY THE CONTRACTOR. THE COST OF THE RESTORATION IS CONSIDERED INCIDENTAL AND SHOULD BE INCLUDED IN THE BID PRICES. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSION OF ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 12. CONTRACTOR SHALL PROVIDE EROSION CONTROL FACILITIES IN ACCORDANCE WITH WDNR TECHNICAL STANDARDS. 13. ALL DIMENSIONS AND CORRESPONDING HORIZONTAL CONTROL RELATED TO PAVING REPRESENT FACE OF CURB, ELEVATION AND CONTOURS REPRESENT FINISHED GRADES UNLESS OTHERWISE INDICATED. BUILDINGS ARE DIMENSIONED TO FACE OF BUILDING. 14. BEFORE PROCEEDING WITH ANY UTILITY CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE EACH EXISTING LATERAL OR POINT OF CONNECTION AND VERIFY THE SIZE, LOCATION AND ELEVATION OF ALL UTILITIES. EROSION CONTROL NOTES · EROSION CONTROL METHODS SHALL BE IMPLEMENTED AS DIRECTED BY THE ENGINEER PRIOR TO AND DURING CONSTRUCTION TO CONTROL WATER POLLUTION, EROSION, AND SILTATION · THE CONTRACTOR (OR REPRESENTATIVE) SHALL INSPECT EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY, AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER. WRITTEN DOCUMENTATION OF EACH INSPECTION SHALL BE MAINTAINED AT THE CONSTRUCTION SITE. SEE CONSTRUCTION SITE INSPECTION REPORT (FORM 3400-187) FROM THE WDNR · CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND DOCUMENTATION OF EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION PHASE. OWNER IS RESPONSIBLE FOR POST-CONSTRUCTION MAINTENANCE AND EFFORT · ALL DISTURBED AREAS SHALL BE TREATED WITH STABILIZATION MEASURES, AS SPECIFIED, WITHIN 3 WORKING DAYS OF FINAL GRADING · A MINIMUM OF 4 TO 6 INCHES OF TOPSOIL MUST BE APPLIED TO ALL AREAS TO BE SEEDED OR SODDED · WINTER STABILIZATION: ALL AREAS REQUIRING SEED AFTER OCTOBER 15TH SHALL BE STABILIZED BY AN APPROVED WINTER STABILIZATION METHOD · ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR STORM EVENT SHALL BE CLEANED BY THE END OF EACH WORKDAY. FLUSHING SHALL NOT BE ALLOWED · WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCHING, OR A TACKING AGENT MAY NEED TO BE UTILIZED TO PROTECT NEARBY RESIDENTS AND WATER RESOURCES · ANY DISTURBED AREAS OR SOIL STOCKPILES THAT REMAINS FOR MORE THAN 7 DAYS SHALL BE COVERED OR TREATED WITH STABILIZATION PRACTICES. ALL TOPSOIL STOCKPILES SHALL BE SEEDED OR HAULED OFF-SITE WITHIN 60 DAYS OF CONSTRUCTION COMPLETION. THE CONTRACTOR SHALL DISPOSE OF ALL OTHER WASTE AND EXCESS MATERIAL IN AN APPROVED MANNER · ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED. ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR THE APPLICATION OF STABILIZATION MEASURES MUST BE REPAIRED AND STABILIZATION WORK REDONE · WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, TEMPORARY EROSION CONTROL PRACTICES SHALL BE REMOVED · EROSION CONTROL CONSTRUCTION STANDARDS - SEE WDNR CONSTRUCTION SITE EROSION & SEDIMENT CONTROL STANDARDS AS FOLLOWS: ·· 1053 = CHANNEL EROSION MAT ·· 1066 = CONSTRUCTION SITE DIVERSION ·· 1062 = DITCH CHECKS ·· 1068 = DUST CONTROL ·· 1050 = LAND APPLICATION OF ADDITIVES FOR EROSION CONTROL ·· 1058 = MULCHING FOR CONSTRUCTION SITES ·· 1052 = NON-CHANNEL EROSION MAT ·· 1059 = SEEDING ·· 1057 = TRACKOUT CONTROL PRACTICES ·· 1067 = GRADING PRACTICES FOR EROSION CONTROL - TEMPORARY ·· 1054 = VEGETATIVE BUFFER FOR CONSTRUCTION SITES ·· 1061 = DE-WATERING ·· 1055 = SEDIMENT BALE BARRIER ·· 1064 = SEDIMENT BASIN ·· 1063 = SEDIMENT TRAP ·· 1070 = SILT CURTAIN ·· 1056 = SILT FENCE ·· 1060 = STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITES ·· 1069 = TURBIDITY BARRIERS ·· 1051 = WATER APPLICATION OF ADDITIVES FOR EROSION CONTROL ·· 1071 = INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS OF 14 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 248 589.90 BLDG CORNER BL 249 586.92 BLDG CORNER 250 590.35 BLDG CORNER 251 587.48 BLDG CORNER252 587.14 CONC EDGE BL 253 587.48 BLDG CORNER 254 587.49 BLDG CORNER 255 587.46 BLDG CORNER 256 587.50 BLDG CORNER 257 587.53 BLDG CORNER 258 587.50 BLDG CORNER 259 587.52 BLDG CORNER 260 595.45 BLDG CORNER 261 592.17 BLDG CORNER 262 595.24 BLDG CORNER EL 263 586.94 CONC EDGE 264 587.23 CONC EDGE 265 587.09 CONC EDGE 266 587.27 CONC EDGE EORB BL 273 587.51 CONC EDGE BL 274 587.69 CONC EDGE 275 587.38 CONC EDGE 276 587.32 CONC EDGE 277 587.32 CONC EDGE EL 346 588.79 CONC EDGE 347 588.91 CONC EDGE 348 588.63 CONC EDGE 349 589.02 CONC EDGE EL 542 595.45 POWR LINE EL STO 720 587.63 STRM USTM1 BL USTM2 BL / -5.89 S SS RIM 588.44 S 732 588.35 HYDRANT >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> SAN MH RIM=588.45 INV=577.95 D=10.50' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW EXISTING CONDITIONS AND REMOVALS C100 N 0 20' 40' SHEET KEY NOTES 1. EXTENTS OF FINISHED GRADING 2. REMOVE/GRUB ALL TREES AND ROOTBALLS TO 3' BELOW FINISHED GRADE WITHIN GRADING EXTENTS 3. STRIP TOPSOIL AND PREPARE SUBGRADE FOR CONSTRUCTION WITHIN GRADING EXTENTS 1 2 (TYP) 3 15 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 248 589.90 BLDG CORNER BL 249 586.92 BLDG CORNER 250 590.35 BLDG CORNER 251 587.48 BLDG CORNER252 587.14 CONC EDGE BL 253 587.48 BLDG CORNER 254 587.49 BLDG CORNER 255 587.46 BLDG CORNER 256 587.50 BLDG CORNER 257 587.53 BLDG CORNER 258 587.50 BLDG CORNER 259 587.52 BLDG CORNER 260 595.45 BLDG CORNER 261 592.17 BLDG CORNER 262 595.24 BLDG CORNER EL 263 586.94 CONC EDGE 264 587.23 CONC EDGE 265 587.09 CONC EDGE 266 587.27 CONC EDGE EORB BL 273 587.51 CONC EDGE BL 274 587.69 CONC EDGE 275 587.38 CONC EDGE 276 587.32 CONC EDGE 277 587.32 CONC EDGE EL 346 588.79 CONC EDGE 347 588.91 CONC EDGE 348 588.63 CONC EDGE 349 589.02 CONC EDGE EL 542 595.45 POWR LINE EL STO 720 587.63 STRM USTM1 BL USTM2 BL / -5.89 S SS RIM 588.44 S 732 588.35 HYDRANT >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> SAN MH RIM=588.45 INV=577.95 D=10.50' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM S S S S S S SSSS S S S S S S S S S S S S S S S S S S S SSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW EROSION CONTROL PLAN C101 N 0 20' 40' 3 SHEET KEY NOTES *SEE EROSION CONTROL NOTES SHEET C002* 1. STONE TRACKING PAD; SEE WDNR STANDARD 1057 "TRACKOUT CONTROL PRACTICES" 2. SILT FENCE; SEE WDNR STANDARD 1056 "SILT FENCE" 3. EROSION CONTROL MAT; SEE WDNR STANDARD 1053 "CHANNEL EROSION MAT" AND 1052 "NON-CHANNEL EROSION MAT" 4. SEE LANDSCAPING PLAN FOR VEGETATION SCHEDULE; SEED & MULCH AREA OR HYDROSEED; SEE WDNR STANDARDS 1058 "MULCHING FOR CONSTRUCTION SITES" AND 1059 "SEEDING"; SEE LANDSCAPE PLAN SHEET C500 FOR PLANTING MIXTURE TYPES 5. SOIL/MATERIAL STOCKPILE AREA 6. EXTENTS OF FINISHED GRADING; REMOVE/GRUB ALL TREES AND ROOTBALLS TO 3' BELOW FINISHED GRADE WITHIN BOUNDARY AREA 7. WETLAND DELINEATION BOUNDARY; PRESERVE AND PROTECT WETLANDS 8. BOARDWALK AREA OVER WETLAND AREA; NO SOIL DISTURBANCE ANTICIPATED (CONSTRUCTED ABOVE GROUND, ON PIERS) 1 2 2 4 3 4 3 4 5 7 8 6 16 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 248 589.90 BLDG CORNER BL 249 586.92 BLDG CORNER 250 590.35 BLDG CORNER 251 587.48 BLDG CORNER 253 587.48 BLDG CORNER 254 587.49 BLDG CORNER 255 587.46 BLDG CORNER 256 587.50 BLDG CORNER 257 587.53 BLDG CORNER 258 587.50 BLDG CORNER 259 587.52 BLDG CORNER 260 595.45 BLDG CORNER 261 592.17 BLDG CORNER 262 595.24 BLDG CORNER EL 542 595.45 POWR LINE EL S SS RIM 588.44 S 732 588.35 HYDRANT SAN MH RIM=588.45 INV=577.95 D=10.50' "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 7.0' 12.3' 6' SIDE SETBACK - PRINCIPAL & ACCESSORY 6' SIDE SETBACK - PRINCIPAL & ACCESSORY 20' FRONT SETBACK - PRINCIPAL & ACCESSORY 40' FRONT/REAR SETBACK - PRINCIPAL & ACCESSORY 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 53.5' 45.7' 88.3' 29.5' 18 27 7.0' 7.0' 7.0' 7.0' 12.0' 12.0' 9.0' 9.0' 9.0' 10.0' 20.0' 9.0' 20.0' 22.0' PROPANE 70.0' 12.8' 10.0' CO 6.0' 3.0' 6.0' 3.0' CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM 6.0' 10.0' 5.0' 6.0' 6.0' 6.0' 5.0' 22.0' SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW SITE PLAN C200 N 0 20' 40' 2 SHEET KEY NOTES 1. ASPHALT PAVEMENT - 3" SECTION; SEE DETAIL A SHEET C600 2. CONCRETE SIDEWALK; 4" THICKNESS WITH THICKENED EDGE AT INTERFACE WITH ASPHALT AREAS; SEE DETAIL B SHEET C600 3. CONCRETE PAD/APRON; 6" THICKNESS WITH THICKENED EDGE AT INTERFACE WITH ASPHALT AREAS; SEE DETAIL C SHEET C600 4. CONCRETE STOOP/EXTERIOR SLAB AT BUILDING; REFER TO STRUCTURAL PLANS FOR CONSTRUCTION SPECIFICATIONS 5. STEEL PIPE GUARD-POST BOLLARD - 6" Ø; SEE DETAIL D SHEET C600 6. ADA-COMPLIANT PARKING STALL WITH SIGN, LOADING AREA, AND PAVEMENT SYMBOL 7. PARKING STALL PAINT STRIPE; 4" WIDTH; COLOR BY OWNER PREFERENCE 8. DUMPSTER ENCLOSURE WITH FENCE; 6' TALL FENCE TO SCREEN ENTIRE ENCLOSURE; PVC; COLOR BY OWNER PREFERENCE; WITH OPERABLE DOUBLE GATE 9. BIKE RACK; MUNICIPAL STYLE; 10-SLOT MINIMUM 10. WHITE PICKET FENCE ALONG FRONT SIDEWALK; 4' TALL WITH GATE AT SIDEWALK ENTRY POINT 11. RETAINING WALL; SEE GRADING PLAN SHEET C400 FOR ELEVATIONS 12. GRAVEL OR WOOD-CHIP FOOTPATH; TO CONNECT REAR OF PROPERTY TO FRONT 13. ELEVATED WETLAND BOARDWALK; PENDING DNR PERMIT APPROVALS 14. FIRE PIT AREA 1 3 4 4 5 5 6 7 8 9 9 10 2 11 12 13 14 12 17 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP PROPANE TANK 350 588.72 PROPANE TANK PROPANE TANK 351 588.63 PROPANE TANK 542 595.45 POWR LINE EL PROPANE TANK 662 593.32 PROPANE TANK PROPANE TANK 663 592.94 PROPANE TANK STO 720 587.63 STRM USTM1 BL USTM2 BL / -5.89 SS RIM 588.44 732 588.35 HYDRANT >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> SAN MH RIM=588.45 INV=577.95 D=10.50' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 SU-30 - Single Unit Truck 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW VEHICLE TURNING MOVEMENTS C201 N 0 20' 40' 1 SHEET KEY NOTES 1. DESIGN VEHICLE = SU-30, 30' SINGLE AXLE TRUCK; SIMILAR TO STANDARD U.P.S. DELIVERY TRUCK AND/OR GARBAGE TRUCK 1 18 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 300 586.64 WATR VALVE 542 595.45 POWR LINE EL 313 587.49 WATR VALVE 314 587.12 WATR VALVE 477 595.67 WATR VALVE / CURBSTOP SS RIM 588.44 728 588.76 WATR VALVE 729 588.32 WATR VALVE 730 588.17 WATR VALVE 731 588.49 WATR VALVE 732 588.35 HYDRANT >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> STM CB RIM=587.08 INV=583.43 D=3.65' STM MH RIM=587.61 INV=581.72 D=5.89' STM CB RIM=586.98 INV=XX.XX D=X.XX' SAN MH RIM=588.45 INV=577.95 D=10.50' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 18 27 PROPANE 45LF 2" WAT SAN CO 03 RIM=591.00 INV=581.00 D=10.00' 70LF 6" SAN @ 4.75% CO SAN CONNECT RIM=588.50 INV=±577.7 D=10.8' CO 95LF 8" PVC (SCH.40) STM @ 0.75% (50GPM) 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM CO RIM=591.0 INV=585.00 D=6.0' STM CO RIM=591.5 INV=588.0 D=3.5' 160LF 8" PVC (SCH.40) STM @ 0.75% (50GPM) STM STM STM STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW UTILITY PLAN C300 N 0 20' 40' 1 SHEET KEY NOTES 1. WATER CONNECTION/VALVE/CURB STOP - CONNECT TO EXISTING LATERAL/CURB STOP; FIELD VERIFY LOCATION AND DEPTH; SEE DETAIL A & B SHEET C601 2. WATER CONNECTION TO BUILDING; VERIFY LOCATION, SIZE, METER, AND SHUT-OFF VALVING WITH PLUMBING CONTRACTOR AND PLUMBING PLANS 3. SANITARY CONNECTION TO PUBLIC SANITARY MAIN; INSTALL RISER PIPE (6.0' MAXIMUM) IF DEPTH IS GREATER THAN 10'; FIELD VERIFY LOCATION AND DEPTH; SEE DETAIL E, SHEET C601 4. SANITARY CLEANOUT; SEE DETAIL C SHEET C601 5. SANITARY CONNECTION TO BUILDING; VERIFY LOCATION WITH PLUMBING CONTRACTOR AND PLUMBING PLANS 6. ELECTRIC SUPPLY (MAIN, UNDERGROUND); REFER TO ELECTRIC PLANS; VERIFY WITH WPS; LOCATION SHOWN FOR LAYOUT PURPOSES ONLY 7. TELECOM LINE; REFER ELECTRIC, AND ARCHITECTURAL PLANS; VERIFY WITH UTILITY PROVIDED 8. ELECTRIC/TELECOM/CABLE PEDESTALS; TO BE MOVED BY UTIILTY PROVIDER AT OWNER DISCRETION 9. LIQUID PROPANE GAS TANKS (ABOVEGROUND) AND SUPPLY LINE; 1,000 GALLONS; REFER TO TO MECHANICAL PLANS; VERIFY WITH UTILITY PROVIDER 10. HVAC CONDENSER UNITS; REFER TO ARCHITECURAL PLANS FOR EQUIPMENT PLACEMENT; TO BE SCREENED BY FENCING OR VEGETATION 11. DOWNSPOUT CONNECTIONS; 6" Ø STORM PIPE; REFER TO ARCHITECTURAL PLANS FOR FINAL LOCATIONS OF DOWNSPOUTS 12. STORM CLEANOUT; SEE DETAIL D SHEET C601 13. CONNECT TO EXISTING STORM CATCH BASIN 14. LIGHT POLE; REFER TO ELECTRICAL PLANS 15. DRIVEWAY CULVERT; 12" CMP 2 5 3 UTILITY NOTES · SANITARY LATERAL & WATER PIPE BURIAL; SEE DETAIL E SHEET C601 · ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS, SANITARY SEWERS, AND WATER SUPPLY SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN," LATEST EDITION, WITH ALL CURRENT SUPPLEMENTAL SPECIFICATIONS AND ADDENDA · SANITARY SEWER SHALL BE CONSTRUCTED OF MATERIALS LISTED IN TABLE SPS 384.30-2 · SANITARY BUILDING SEWER BURIAL DEPTH = 5.0' MINIMUM TO TOP OF PIPE (ZONE B, SANDY LOAM) PER SPS 382.30 · WATER SUPPLY SYSTEMS SHALL BE CONSTRUCTED OF MATERIALS LISTED IN TABLE SPS 384.30-7 · WATER SUPPLY BURIAL DEPTH = 5.0' MINIMUM TO TOP OF PIPE (5.0' MINIMUM TO TOP OF PIPE (ZONE B, SANDY LOAM) PER SPS 382.30 · WATER AND SANITARY LINES MAY BE INSTALLED IN A COMMON TRENCH IF SEPARATED BY AT LEAST 24" UTILITY CONTACT · CONTACT VILLAGE OF SISTER BAY DEPARTMENT OF PUBLIC WORKS 3 WORKING DAYS PRIOR TO ANY WORK NEAR PUBLIC UTILITY MAINS · DIRECTOR OF PUBLIC WORKS: MEGAN BARNES; (920) 854-4118 · CONTACT WI DOT PRIOR TO ANY WORK WITHIN HIGHWAY RIGHT OF WAY 4 7 6 8 9 10 14 (x6) 11 12 12 13 15 19 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 542 595.45 POWR LINE EL SS RIM 588.44 732 588.35 HYDRANT >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> SAN MH RIM=588.45 INV=577.95 D=10.50' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM LANDING @ 2% SLOPE @ 2% SLOPE @ 2% RAMP @ 8.15% LANDING @ 2% RAMP @ 8.25% 4 STEPS @ 7" = -2.33' RAMP @ 6% RAMP @ 6.9% 590 590 590 590 591 591 592 593 594 595 596 597 586587588589 590 591 592 587 588 589 590 591 592 588 588 589 589 589 590 590 590 591 591 591 592 592 592 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:24pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW GRADING PLAN C400 N 0 20' 40' SHEET KEY NOTES 1. BENCHMARK; TOP OF IRON PIPE, ELEVATION = 587.00 2. STAIR LOCATION 3. ADA PATH - FRONT; ALONG WALKWAY; 8.33% (1:12) MAX SLOPE FOR 2.5' FOLLOWED BY 5' LANDING PAD AT 2% 4. ADA STALLS; 2% (1:48) MAX SLOPE IN ALL DIRECTIONS 5. ADA PATH - REAR; 5% RUNNING SLOPE MAX 6. RETAINING WALL; TOP ELEVATION = 589 TO 590, BOTTOM ELEVATION = 587.5 7. 6" STEP-UP TO PORCH FROM PARKING LOT 1 2 3 4 5 6 7 20 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP BM 56 595.68 BM LOC / MAG BM 57 586.99 BM LOC / TOP IP1 300 586.64 WATR VALVE 542 595.45 POWR LINE EL STO 720 587.63 STRM USTM1 BL USTM2 BL / -5.89 BM 313 587.49 WATR VALVE 314 587.12 WATR VALVE 477 595.67 WATR VALVE / CURBSTOP SS RIM 588.44 728 588.76 WATR VALVE 729 588.32 WATR VALVE 730 588.17 WATR VALVE 731 588.49 WATR VALVE 732 588.35 HYDRANT >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> SAN MH RIM=588.45 INV=577.95 D=10.50' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:25pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW LANDSCAPING (GREEN SPACE) PLAN C500 N 0 20' 40' 1 2 3 SHEET KEY NOTES *DETAILED LANDSCAPE PLAN WILL BE PROVIDED AT A LATER DATE* *THIS PLAN IS A 'GREEN SPACE' PLAN, SHOWING GENERAL FOOTPRINTS OF PRESERVED AND CONSTRUCTED LANDSCAPING AREAS* 1. PRESERVED OPEN SPACE; OUTSIDE OF DEVELOPMENT IMPACT FOOTPRINT; INTENDED TO BE PRESERVED AS EXISTING WOODLANDS (GREEN CROSS HATCH) 2. WETLANDS; DELINEATED; PROTECTED VIA DNR REGULATION (WETLAND GRASS HATCH) 3. VEGETATED/LANDSCAPED AREAS WITHIN THE PROJECT DEVELOPMENT (GREEN SHADED) TOTAL GREEN SPACE = 32,116 SF (OUT OF 61,874 SF TOTAL LOT AREA) = 52% 21 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:25pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW CONSTRUCTION DETAILS C600 · · · 4" 10" 6" 6"6" 6" B · · · 6" 12" 6" 8"6" 6" C 3" 9" · · · A D 22 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:25pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW UTILITY DETAILS C601 BEDDING MATERIAL 3/4" CRUSHED STONE PIPE 12" 4" EXTRA COST TO OWNER. OR UNSTABLE TRENCH WITHOUT 3" OF CRUSHED STONE IN WET SUBGRADE 3/4" CRUSHED STONE OR GRAVEL COVER MATERIAL SEE ROAD SPEC. ROAD BACKFILL IN EXISTING OR PROPOSED ROADS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. NOTE: · BURIED DEPTHS VARY, SEE UTILITY PLAN FOR SEWER AND WATER DEPTHS. · TRACER WIRE SHALL BE INSTALLED FOR ALL NON-METALLIC SEWER AND WATER PIPING PER SPS 382.30 REQUIREMENTS. FREE DRAINING GRANULAR BACKFILL IN ROADWAYS / TRAVELED AREAS (NATIVE BACKFILL IF APPROVED BY ENGINEER) E X 6" ADAPTOR GATE VALVE BOX TOP SIDE VIEW X = SETTING INCHES 8 12 WOOD BLOCKING 2" x 6" x 18" 4 6 INCHES PIPE DIA. FRONT VIEW BEDDING MATERIAL BACKFILL TRENCH GRADE GATE VALVE WIDTH ADAPTOR FLANGES MEGA-LUG 138 42 B STOP FOR A 6" WATER MAIN REQUIRES * FOR A 2" SERVICE PIPE, CORPORATION 1-1/4" x 1-1/2" 1-1/2" x 2" PERMISSION OF THE ENGINEER NO JOINTS ALLOWED WITHOUT COPPER TUBE - TYPE "K" TAP SERVICE PIPING SERVICE BOX STOPPIPE * A TAPPING SLEEVE. 1-1/2" 1-1/4" 2" 1" 1-1/4" 1" HORIZONTAL OFFSET CORPORATION STOP - COUPLING C/L OF WATER MAIN WATER MAIN 6" 10" SERVICE 3' MIN. CORP. SEE PLANS 10" 45° 22" MIN. FINISHED GRADE BOXSTOP 3" 3" 3" 2-1/2" 1-1/4" 1-1/2" 1" 2" 12" - 18" TAIL PIECE SERVICE CURB STOP - COUPLING CURB SEE PLANS STRUCTURE/CONNECTION POINT/LOT LINE PEEN END FOR FUTURE CONNECTION 2" X 2' INSULATED ON ALL WATER LATERALS A PREDICTED DEPTH OF FROST 6" BELOW PREDICTED DEPTH OF FROST - OR - ABOVE SEWER 6" TO 12" WYE PATTERN FITTING REMOVABLE WATERTIGHT TOP ON FROST SLEEVE 4" MIN. GRADE 4"Ø MININMUM C 45° TRENCH WALL CUT OUT AREA FOR RISER RISER HEIGHT 1 8 PIPE BEND 1/16 PIPE BEND IF WYE IS USED MECHANICALLY COMPACTED BACKFILL OR CONCRETE IN THIS AREA IN-LINE WYE FITTING OR APPROVED TAPPING SADDLE PROVIDED AT TOP QUARTER OF THE MAIN 1.04% MIN. SLOPE D 23 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 248 589.90 BLDG CORNER BL 249 586.92 BLDG CORNER 250 590.35 BLDG CORNER 251 587.48 BLDG CORNER 253 587.48 BLDG CORNER 254 587.49 BLDG CORNER 255 587.46 BLDG CORNER 256 587.50 BLDG CORNER 257 587.53 BLDG CORNER 258 587.50 BLDG CORNER 259 587.52 BLDG CORNER 260 595.45 BLDG CORNER 261 592.17 BLDG CORNER 262 595.24 BLDG CORNER EL 542 595.45 POWR LINE EL S SS RIM 588.44 S 732 588.35 HYDRANT SAN MH RIM=588.45 INV=577.95 D=10.50' 3 22 6 27 29 32 35 "SISTER BAY GENERAL STORE" 7,100 SF (6,000 SF INTERIOR + 1,100 SF PORCHES) FFE=592.25 6' SIDE SETBACK - PRINCIPAL & ACCESSORY 6' SIDE SETBACK - PRINCIPAL & ACCESSORY 20' FRONT SETBACK - PRINCIPAL & ACCESSORY 40' FRONT/REAR SETBACK - PRINCIPAL & ACCESSORY 14 3 23 6 31 35 40 12 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM 18 27 PROPANE CO CO 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM 8"STM CO STM STM STM STM STM STM SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 07/02/2026 - 3:25pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_16496\193807679_Whites Sister Bay General Store_ENG.dwg Xrefs:, 193807679_Whites Sister Bay General Store__SHEET BORDER.dwg, 2026.06.24_GSW_C1.00_Site Plan_model.dwg, 193807679v200_ENG UPDATE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE OWNER: SISTER BAY GENERAL STORE, LLC. SISTER BAY GENERAL STORE 193807679 10674 N BAY SHORE DR., SISTER BAY, DOOR COUNTY, WI 54234 PRELIM. 2026-07-02 STANTEC SRW SRW SRW SRW SITE PLAN - REDUCED AND ANGLED PARKING C200 N 0 20' 40' 24 Site: 10674 N. Bayshore Dr. Sister Bay, WI 54234 Drawing: 801506 Project: 0000416 Drawn: Ivan Bridenhagen Notes: Bridenhagen Tree and Landscape 2271 Old Lime Kiln Rd Baileys Harbor, WI 54202Title: Sister Bay General Store Scale: 1/8":1'0" Date: 07/01/2026 Rev: A 'Adams' Flowering Crabapple Existing CATALPA tree Bike Parking Perennial Planting Bed Around utility Picket Fence Porch 'green mountain' Boxwood Dimensional Limestone Steps Granite Boulder Wall w/Upper Annual Plantings Paver Path 3' Width 18' Diameter Fire Pit Flagstone Pathway 'Green Mountain' Sugar Maple 'Adams' Flowering Crabapple Lawn Lawn Lawn Lawn Lawn ' H O L M S T R U P ' Arborvitae 39' 10 15/16" bike Parking Lawn 'annabelle' Hydrangea 'Twist and Shout' Hydrangea Lawn Lawn Lawn 'Green Velvet' Boxwood 'Adams' Flowering Crabapple 'Green Mountain' Sugar Maple ' H O L M S T R U P ' A R B O R V I T A E P A R K I N G LANDSCAPE PLAN L 1.00 25 3 22 6 27 29 32 35 14 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT 2"WAT SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM PROPANE CO CO CO > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP BM 56 595.68 BM LOC / MAG BM 57 586.99 BM LOC / TOP IP1 248 589.90 BLDG CORNER BL 249 586.92 BLDG CORNER 250 590.35 BLDG CORNER 251 587.48 BLDG CORNER 253 587.48 BLDG CORNER 254 587.49 BLDG CORNER 255 587.46 BLDG CORNER256 587.50 BLDG CORNER 257 587.53 BLDG CORNER 258 587.50 BLDG CORNER 259 587.52 BLDG CORNER 260 595.45 BLDG CORNER 261 592.17 BLDG CORNER 262 595.24 BLDG CORNER EL 300 586.64 WATR VALVE PROPANE TANK 350 588.72 PROPANE TANK PROPANE TANK 351 588.63 PROPANE TANK 525 599.26 POWR LINE BL 542 595.45 POWR LINE EL PROPANE TANK 662 593.32 PROPANE TANK PROPANE TANK 663 592.94 PROPANE TANK 100 587.50 IRON FOUND / .75 IP 101 586.87 IRON FOUND / IP1 102 585.66 IRON FOUND / BASE 3FT TALL REBAR 103 589.21 IRON FOUND / IP1 104 592.96 IRON FOUND / IP1 105 591.36 IRON FOUND / IP1 106 592.37 IRON FOUND / IP1 107 590.82 IRON FOUND / IP1 108 596.35 IRON FOUND / IP1 109 593.98 IRON FOUND / IP1 313 587.49 WATR VALVE 314 587.12 WATR VALVE 110 588.10 IRON FOUND / .75 IP 477 595.67 WATR VALVE / CURBSTOP S 731 588.49 WATR VALVE 732 588.35 HYDRANT S 31 >> >> >> >> >> >> >> >> > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l INTERIOR CASEWORK 71 4 " FLEXIBLE FLASHING AZEK 5/4 x 3+- TRIM UNDERLAYMENT WINDOW PER SCHEDULE 2 x 6 FRAMING AZEK 1 x 8 TRIM AZEK 5/4x4 SILL BACKER ROD & SEALANT WINDOW PER SCHEDULE 5/4x6 AZEK RIM BOARD PILASTER TRIM BASE BELOW 25 8 " 10" FOUNDATION WALL BELOW 24x54x74 PROPERTY LINE PROPERTY LINE 6'-0"SIDE SETBACK 20'-0" FRONT SETBACK 6'-0" SIDE SETBACK 6'-0"SIDESETBACK 6'-0"SIDESETBACK 6'-0"SIDESETBACK 6'-0"SIDE SETBACK 6'-0" SIDESETBACK 40'-0" REAR SETBACK 6'-0" SIDESETBACK ADAVAN ADA PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE RAMP (E) UTILITIES (E) SIDEWALK (E) TREE FENCELINE 3'-0" 6'-6" RETAIL FP RECEIVING TRASH VESTIBULE FRONTPORCH ICE CREAMPARLOR FIRE PIT S. SPRING RD. NORTH BAY SHORE DRIVE (E) BUILDING WETLAND DELINEATION WETLAND DELINEATION (E) ASPHALT ROAD EDGE (E) CURB (E) EDGE OF SIDEWALK POTENTIAL FIRE HYDRANT OR FDC DRIVE AISLE (E) 590 (E) 589 (E) 588(E) 587 (E) 587 (E) 588 (E) 587 (E) 586 (E) 585 (E) 584 (E) 588 (E) 590 (E) 591 (E) 591 (E) 589 (E) 592 (E) 593(E) 594 (E) 595 (E) 596 (E) 597 (E) 598 WETLAND SETBACK 11 FIRE RISERROOM 10'-0" 12'-10" 10'-0" SCREENEDCONDENSERS TWO STORY COMMERCIAL BUILDING 592.25' CIVIL = 100'-0"ARCHITECTURAL SCALE: 1 Site Plan 1/16" = 1'-0" PLAN NORTH N 0204060100 PARKING CALCULATIONS: A.RETAIL SALES & CUSTOMER SERVICE: 1 SPACE PER 300 SQ. FT. OF GROSS FLOOR AREA OF CUSTOMER SALES AND SERVICE PLUS 1 SPACE PER EMPLOYEE B.RESTAURANTS: 1 SPACE PER 150 SQ. FT. OF GROSS FLOOR AREA OR 1 PER FOUR SEATS, WHICHEVER IS GREATER. PLUS 1 SPACE PER EMPLOYEE. C.BUSINESS: 1 SPACE PER 200 SQ. FT. OF GROSS FLOOR AREA PLUS 1 SPACE PER EMPLOYEE GROSS FLOOR AREA OF RETAIL SALES & CUSTOMER SERVICE PER FLOOR: LOWER LEVEL: 0 SQ. FT. MAIN LEVEL:2,693 SQ. FT. UPPER LEVEL:2,854 SQ. FT. TOTAL:5,547 SQ. FT. 5,547/300 = 18.49 = 19 SPACES 4 EMPLOYEES @ MAX. SHIFT = 4 SPACES GROSS FLOOR AREA OF RESTAURANT PER FLOOR: LOWER LEVEL: 0 SQ. FT. MAIN LEVEL:911 SQ. FT. UPPER LEVEL:319 SQ. FT. TOTAL:1,230 SQ. FT. 1,230/150 = 8.2 = 9 SPACES 4 EMPLOYEES @ MAX. SHIFT = 4 SPACES GROSS FLOOR AREA OF BUSINESS PER FLOOR: LOWER LEVEL: 644 SQ. FT. MAIN LEVEL:239 SQ . FT. UPPER LEVEL:0 SQ. FT. TOTAL:883 SQ. FT. 883/200 = 4.5 = 5 SPACES 2 EMPLOYEES @ MAX. SHIFT = 2 SPACES TOTAL SPACES = 43 B-3 PARKING CREDIT PER 66.04.03 (10) (b) -3 SPACES TOTAL SPACES REQUIRED = 40 (2) ADA PARKING STALLS REQUIRED (1 VAN PARKING STALL) TOTAL SPACES PROVIDED = 35 (2) ADA PARKING STALLS REQUIRED (1 VAN PARKING STALL) EXITING LEGEND AND ABBREVIATIONS ACCESSIBLE ROUTE SIDEWALK DETECTABLE WARNING NEW FIRE HYDRANT FIRE DEPARTMENT CONNECTION BUILDING FOOTPRINT NOTES - ARCHITECTURAL SITE PLAN IS FOR BUILDING IDENTIFICATION AND INFORMATION ONLY. - CIVIL ENGINEER TO PROVIDE ALL SETBACKS, PROPERTY BOUNDARY, AND GRADING INFORMATION. - REFER TO CIVIL ENGINEERING PLANS FOR PROPOSED GRADING. DRIVE AISLE/PARKING AC1.00 ARCHITECTURAL SITE PLAN Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 26 = = T.O.L. T.O.O. TOP OF WALL TOP OF OPENING = T.O.S. = = TOP OF LEDGE T.O.B. STEP IN WALL OR LEDGE (ARROW POINTS TO HIGHER SIDE) B.O.O. = FLOOR DRAIN T.D.= TRENCH DRAIN DENOTES PITCHED SLAB = T.O.W. = TOP OF SLAB TOP OF BEAM = F.D. BOTTOM OF OPENING T.O.F. TOP OF FOOTING= T.O.D. TOP OF DRAIN= 1. ALL DIMENSIONS FROM FACE OF CONCRETE AND/OR MASONRY AT EXTERIOR WALLS TO FACE OF STUD AT INTERIOR WALLS 2. ALL DOORS/ WINDOWS TO BE CENTERED AS SHOWN ON PLANS 3. DIMENSIONS AT DOORS, WINDOWS, AND FRAMED OPENINGS ARE TO CENTERLINE, SEE DOOR AND WINDOW SCHEDULE FOR MORE INFORMATION 4. GENERAL CONTRACTOR TO VERIFY ALL CONCRETE ELEVATION HEIGHTS REPRESENTED ON THIS PLAN. TO BE COORDINATED WITH THE STRUCTURAL ENGINEER AND THE LANDSCAPE ARCHITECT (TO VERIFY GRADES) 5. PROVIDE CONTROL JOINTS (CJ) IN SLAB AS SHOWN ON STRUCTURAL 6. SEE STRUCTURAL FOR FOOTING INFORMATION. 7. PROVIDE A 12" BY 12" MIN, OR AS REQUIRED, OPENING IN SLAB AT ALL THROUGH-SLAB PENETRATIONS INCLUDING, BUT NOT LIMITED TO, TOILETS, SHOWER DRAINS, AND FLOOR OUTLETS GENERAL NOTES RECESSED SLAB, SLOPED AT BATHROOMS, 7" DROP AT FREEZERS. FOUNDATION PLAN LEGEND ELEVATOR OR CART LIFT PIT. 8" HIGH CURB, MINIMUM. 24 GA. DOWNSPOUT, PAINT. DRAIN INLET, REFER TO CIVIL & PLUMBING DRAWINGS. STEEL BEAM, SEE STRUCTURAL DRAWINGS. 1 4 A 1 4 A C C 1 A3.03a 1 A3.00 1 A3.03 1 A3.01a 1 A3.02a 33 1 A3.04 89'-9" 101'-111 2" 89'-9" 101'-111 2" 1 A3.00a 1 A3.02 1 A3.01 B B 22 CENTER LINECENTER LINE CENTER LINE CENTER LINE ELEVATOR PIT LIGHT WELL RETAINING WALL 8" 6'-3" 8" 8" 8'-6" 8" 5'-0" 5'-0" NEWEL POSTS, TO BE DETERMINED STOOP STOOP STOOP T.O.S. 90'-3" T.O.S. 86'-3" T.O.S. 88'-11" T.O.F. 89'-9" T.O.W.100'-8" T.O.F. 94'-6" T.O.W.99'-10" DOOR OPENINGDOOR OPENING DOOR OPENING DOOR OPENING DOOR OPENING DOOR OPENING DOOR OPENING DOOR OPENINGWINDOW OPENING T.O.W. 99'-10" T.O.F. 94'-6" T.O. STOOP 99'-11 3/4" T.O.F. 94'-6" 5'-0" 7'-0" 5'-0" 6'-0" 5'-0" 6'-0" 12'-6" T.O.W. 99'-6 3/4" T.O.F. 89'-9" T.O.W. 99'-9 3/4" T.O.F. 89'-9" T.O.S. 89'-8" T.O.S. 89'-8" SLOPE SLAB TO DRAIN. SLOPE SLAB TO DRAIN. 1'-0" 10" 2'-0" 1'-10" 1'-0" 2'-0" 10" 1'-10" 10" 1'-10" 10" 1'-10" STOOP T.O.F. 89'-9" T.O.W.99'-9 3/4" T.O.W. 99'-6 3/4" T.O.F. 89'-9" T.O.W. 99'-6 3/4" T.O.F. 89'-9" 20'-03 8" 12'-5" 2'-9" 13'-103 4" 1'-5" 5'-10" 1'-5" 3'-41 4" 3'-41 4" 1'-10" 1'-5" 5'-10" 1'-5" 2'-13 4" 20'-0"1'-61 2"2'-9" 1'-10" 14'-7" 10'-21 4" 8'-81 2"7'-2"7'-2"7'-2"7'-6" 2'-31 4" 7'-03 4" 7'-03 4" 7'-53 4" 7'-6" 7'-6" 4'-31 2" 3'-93 4" T.O.STEEL= TBD 25'-9"9'-7"34'-41 2" 2'-13 4"21'-61 2" 7'-6" 7'-6" 32'-31 2" 7'-6" 5" 5" 5" 6'-0" 6'-0" 3'-83 4" 5"6'-0"6'-0"3'-83 4" 5" 10" 4'-31 2" 10" 3'-43 4" 10"5'-101 2"10"10'-8"10"5'-101 2"10" 10" 1'-11" 12'-73 4" 6'-81 2" 12'-73 4" 32'-0" 5"3'-101 2" 7'-73 4" 8"15'-23 4" 10"27'-10"10" 22'-103 4" 2'-61 2" 1'-5" 3"3" 32'-01 4" 6'-0" 12'-33 4" 7'-0" 12'-81 2" 15'-81 4" 14'-73 4" 61 4" 6'-0"17'-6"6'-0" 32'-0" 11'-8" 11'-8" 4'-11" 6'-111 2" 71 8" 24'-15 8" 17'-8"25'-63 8" 6'-0" 1'-3" 39'-8" 101 4" 2'-13 8" 13'-81 4" 2'-13 8" 6'-0" 4'-2" 7'-2" 7'-2" 10"6'-93 4" 50'-43 4" 5" 17'-6" 5" 1'-8" 7'-6" 7'-6" 5" 7'-73 4" 5" 3'-3"5'-8" 5'-8" 5'-8" T.O.STEEL= TBD T.O.STEEL= TBD 2'-61 2" 1'-5"82'-51 2"1'-8" 15'-21 2"20'-113 4"10" 14'-7"5'-101 2"10"10'-8"10"5'-101 2"9'-7"25'-91 2"8'-5" 71 4" 10" 10" 4'-01 4"4" 5'-8" 05101525 SCALE: 1 Foundation Plan 1/4" = 1'-0" TRUE NORTH N Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 A0.00 FOUNDATION PLAN 27 GENERAL NOTES 1. ALL OUTSIDE DIMENSIONS OF FRAMING PLAN TO FACE OF EXTERIOR SHEATHING OR MASONRY, U.N.O. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF STUD, U.N.O. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSION LAYOUTS REPRESENTED ON THIS PLAN & NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 3. ALL DOORS / WINDOWS TO BE CENTERED AS SHOWN ON PLANS. DIMENSIONS AT DOORS, WINDOWS, AND FRAMED OPENINGS ARE TO CENTERLINE, SEE DOOR AND WINDOW SUBMITTALS FOR MANUFACTURER AND SIZE INFORMATION. 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 5. ALL PLUMBING FIXTURES LOCATED ON EXTERIOR WALLS SHOULD BE SUPPLIED THROUGH THE FLOOR AND/OR WITHIN THE INSULATED ENVELOPE. 6. SEE ELECTRICAL PLANS FOR SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATIONS. 7. PROVIDE BLOCKING FOR BATH ACCESSORIES, OWNER'S ART, COAT HOOKS, OR TV. 8. GC TO COORDINATE TRUSS LAYOUT WITH FLOOR DRAINS, TOILETS, MECHANICAL GRILLES, ETC. WINDOW & DOOR NOTES EXTERIOR UNITS: 1. MARVIN ULTIMATE CLAD WOOD WINDOWS & DOORS, U.N.O. 2. SEE PLAN FOR UNIT SIZE 3. SEE EXTERIOR ELEVATION FOR LITE PATTERN 4. STONE WHITE EXTERIOR, PRIMED WHITE INTERIOR 5. INSULATED GLASS, DUAL-PANE-LOW E2 WITH ARGON 6.7 8" WIDE TRADITIONAL OGEE SIMULATED DIVIDED LITES WITH ALUMINUM SPACER BAR 7. NEW DOORS SHALL MEET THE 0.35 FENESTRATION U-FACTOR PER SPS 322.31-1 8. ALL DOORS TO HAVE TEMPERED GLASS 9.1. WINDOWS TO HAVE TEMPERED GLASS WHERE REQUIRED BY CODE 10. HARDWARE SELECTION BY OWNER 11. SHOP DRAWINGS REQUIRED FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO PRODUCTION OF WINDOWS & DOORS NEW WALL RECESSED SLAB OR FLOOR JOIST. 4" DROP AT BATHROOMS, 7" DROP AT FREEZERS. STEEL BEAM, SEE STRUCTURAL DRAWINGS. 24 GA. DOWNSPOUT, PAINT. DRAIN INLET, REFER TO CIVIL & PLUMBING DRAWINGS. 05101525 SCALE: 1 Lower Level Plan 1/4" = 1'-0" TRUE NORTH N LOWER LEVEL FLOOR PLAN BLDG. SQ. FT. ANALYSIS (gross) 5,610 SQ. FT. MAIN LEVEL FLOOR PLAN5,531 SQ. FT. UPPER LEVEL FLOOR PLAN3,941 SQ. FT. MAIN LEVEL DECK1,107 SQ. FT. UPPER LEVEL DECK1,353 SQ. FT. DECKS TOTAL15,082 SQ. FT. TOTAL2, 460 SQ. FT. TRASH ENCLOSURE130 SQ. FT. A 1 4 A C C 1 A3.03a 1 A3.03 1 A3.01a 3 89'-9" 101'-111 2" 89'-9" 1 A3.00a 1 A3.02 1 A3.01 B B 2 CENTER LINECENTER LINE CENTER LINE CENTER LINE 1 4 A 1 4 A C C 1 A3.03a 1 A3.00 1 A3.03 1 A3.01a 1 A3.02a 33 1 A3.04 89'-9" 101'-111 2" 89'-9" 101'-111 2" 1 A3.00a 1 A3.02 1 A3.01 B B 22 CENTER LINECENTER LINE CENTER LINE CENTER LINE UP (17)R @ 6 7/8" EA. STAIR 1 002 PREP./STORAGE 013 MECHANICAL/ STORAGE 010 KITCHEN/PREP/ STORAGE 000 LOCKERS 011 OFFICE 008 CORRIDOR 001 JAN./ STORAGE 003 ELEVATOR CORRIDOR 012 CART LIFT UNISEX 007 UNISEX 004 CONTROL ROOM 006 UP (17)R @ 6 7/8" EA. HALL 005 ELEV. VEST. 009 STAIR 2 014 6'-0"39'-8"32'-0"20'-0"1'-61 2"2'-9" 11"1'-0"5'-7"33'-1"25'-11 2"5'-111 2"11"18'-11"1'-1" 7'-27 8"4'-91 4" 9'-1"8'-0"8'-0" 41 2"4'-91 2"5'-31 4"5'-31 4" 6'-0"39'-8"2'-13 4"1'-5"5'-10"1'-5"1'-10"6'-81 2"1'-10"1'-5"5'-10"1'-5"2'-13 4"21'-61 2"2'-9" 11"1'-31 2"5'-31 2"33'-1"11" 1'-5"2'-61 2"14'-7"25'-9"9'-7"34'-41 2"1'-6" 11" 13'-5" 3'-91 4"3'-91 4" 11"8'-10"4'-01 2"12'-0"8'-5"1'-1" 11'-31 2" 1'-6" 7'-7" 7'-1" 8'-41 4" 2'-31 4" 7'-71 2" 5'-5" 11" 41 2"13'-5" 41 2"13'-61 2"4'-01 2"2'-6" 8'-41 2" 24x48x74 24x48x74 24x48x7424x48x74 24x48x74 ICE HS 24x48x63 24x36x6324x42x63 18x42x6318x48x6318x48x63 18x42x6318x42x63 24x42x6324x42x6324x42x63 24x48x6324x54x63 18x48x7418x48x74 18x36x63 18x48x74 18x48x63 18x48x63 HS HS W.I. COOLER W.I. FREEZER UDHG2 4824 UDHG2 4824 3'-91 2"2'-45 8"2'-45 8"3'-91 2" UDHG2 4024 UDHG2 4024 41 2" 41 2" 7'-0"41 2" 41 2" GRATES AT ALL LIGHT WELLS GRATES AT ALL LIGHT WELLS GRATES AT ALL LIGHT WELLS A1.00 LOWER LEVEL FLOOR PLAN Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 28 05101525 SCALE: 1 Main Level Plan 1/4" = 1'-0" UP (21)R @ 7" EA. DN (4)R @ 51 2" EA. 36" HIGH POINT OF PURCHASE NON-REFRIG/CANDY DISPLAY HARP GALLERY LIGHTED BACK BAR TRASH ENCLOSURE RAMP BOOKS 1 4 A 1 4 A C C 1 A3.03a 1 A3.00 1 A3.03 1 A3.01a 1 A3.02a 33 1 A3.04 89'-9" 101'-111 2" 89'-9" 101'-111 2" 1 A3.00a 1 A3.02 1 A3.01 B B 22 CENTER LINECENTER LINE CENTER LINE CENTER LINE UP (21)R @ 7" EA. DN. (17)R @ 6 7/8" EA. GRATES AT ALL LIGHT WELLS SHIPPING/ RECEIVING 101 KITCHEN/STORAGE 100 POINT OF PURCHASE 111 FRONT PORCH 110 SIDE PORCH 113 FOOD COUNTER 112 RETAIL 109 RETAIL 108 WOMEN 103 STAIR 1 102 ICE CREAM PARLOR 115 DN (17)R @ 6 7/8" EA. ELEVATORCART LIFT STORAGE 106 COMPRESSORFIRE RISER DF MEN 104 RAMP HALL 105 STAIR ATRIUM 107 REAR PORCH 114 3'-41 2" 9'-61 8" 34" HIGH ADA POINT OF PURCHASE UDHPG2 6058 & UDHTRG2 CUSTOM20 UDHPG2 CUSTOM 58 & UDHTRG2 CUSTOM20 UDHPG2 CUSTOM 58 & UDHTRG2 CUSTOM20 UDHPG2 6058 & UDHTRG2 CUSTOM20 UDHPG2 CUSTOM 58 & UDHTRG2 CUSTOM20 UDHPG2 CUSTOM 58 & UDHTRG2 CUSTOM20 UDHG2 3230C UDHG2 3230C UCD 6070 & UDHTRG2 CUSTOM 1'-61 2"2'-9" 2'-9" 7'-6" 2'-13 4" 1'-5" 5'-10" 1'-5" 1'-10" 1'-10" 1'-5" 5'-10" 1'-5" 2'-13 4" 7'-6" 4'-31 2"7'-6" 15'-3"6'-0"6'-0" 2" 2" 3'-41 4"3'-41 4" 6'-0" 6'-0" 6'-0" 2'-11" 2'-11" 1'-0 12" 1'-0 12" 1'-0 12" 1'-0 12" 1'-6" 21'-51 2"6'-0" 2'-61 2" 7'-6" 4'-31 2" 3'-93 4" 6'-0" 3'-61 2" 14'-33 4" 3'-83 4"3'-83 4" 16'-51 2" 6'-0" 2'-31 4"7'-63 4"13'-103 4" 6'-101 2"6'-101 2" 34'-41 2" 14'-03 4" 4'-1" 13'-11" 21'-61 2" 12'-73 4" 16'-0" 16'-0" 39'-8" 6'-0" 7'-6"7'-53 4" 11'-6" 5'-61 2" 6'-5" 4'-3"5'-61 2"6'-5" 3'-6" 8'-0" 4'-2 78" EQ. 4'-2 78" EQ. 17'-6" 3'-11"4'-10"4'-101 2"3'-101 2" 4'-2 78" EQ. 4'-2 78" EQ. UDHG2 4826C & UDHTRG2 4820 UDHG2 4826C & UDHTRG2 4820 UDHG2 4826C & UDHTRG2 4820 UDHG2 4826C & UDHTRG2 4820 UDHG2 4826C & UDHTRG2 4820 UDHG2 4026C & UDHTRG2 4020 UDHG2 4026C & UDHTRG2 4020 UDHG2 4026C & UDHTRG2 4020 UDHG2 4826C & UDHTRG2 4820 20'-0" 32'-0" 39'-8" 6'-0" FP UCD 6070 & UDHTRG2 CUSTOM UCD 6070 & UDHTRG2 CUSTOM UCD 6070 & UDHTRG2 CUSTOM 15'-3"6"8'-111 4" 5'-8"3'-11"17'-83 4" 4'-31 2" 27'-81 2" 1'-8" 7'-6" 7'-6" 7'-23 4" 7'-2" 7'-2" 7'-53 4" 5'-33 4"43'-7" 6" 8'-111 4" 5'-33 4" UCD 6070 & UDHTRG2 CUSTOM UCD 6070 & UDHTRG2 CUSTOM 2'-0" 7'-0" 2'-0" 8'-51 4" 4'-25 8" 11'-83 4" 7'-2" 7'-2"7'-6" 7'-2" 2'-01 2"17'-111 2" 11'-03 4"20'-91 2" 16'-73 4" 2"2" UCD 6070 UDHG2 3230C UDHG2 3230C UDHG2 3230C UCD 3070 UCD 3070 UCD 6070 & UDHTRG2 CUSTOM UCD 6070 & UDHTRG2 CUSTOM UDHTRG2 4820 ABOVE UDHTRG2 4820 ABOVE UDHTRG2 4820 ABOVE 4'-8" 4'-8"6'-5"4'-101 2" 6'-5" 5'-11 2" 24x54x74 GRATES AT ALL LIGHT WELLS GRATES AT ALL LIGHT WELLS TRUE NORTH N GENERAL NOTES 1. ALL OUTSIDE DIMENSIONS OF FRAMING PLAN TO FACE OF EXTERIOR SHEATHING OR MASONRY, U.N.O. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF STUD, U.N.O. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSION LAYOUTS REPRESENTED ON THIS PLAN & NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 3. ALL DOORS / WINDOWS TO BE CENTERED AS SHOWN ON PLANS. DIMENSIONS AT DOORS, WINDOWS, AND FRAMED OPENINGS ARE TO CENTERLINE, SEE DOOR AND WINDOW SUBMITTALS FOR MANUFACTURER AND SIZE INFORMATION. 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 5. ALL PLUMBING FIXTURES LOCATED ON EXTERIOR WALLS SHOULD BE SUPPLIED THROUGH THE FLOOR AND/OR WITHIN THE INSULATED ENVELOPE. 6. SEE ELECTRICAL PLANS FOR SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATIONS. 7. PROVIDE BLOCKING FOR BATH ACCESSORIES, OWNER'S ART, COAT HOOKS, OR TV. 8. GC TO COORDINATE TRUSS LAYOUT WITH FLOOR DRAINS, TOILETS, MECHANICAL GRILLES, ETC. WINDOW & DOOR NOTES EXTERIOR UNITS: 1. MARVIN ULTIMATE CLAD WOOD WINDOWS & DOORS, U.N.O. 2. SEE PLAN FOR UNIT SIZE 3. SEE EXTERIOR ELEVATION FOR LITE PATTERN 4. STONE WHITE EXTERIOR, PRIMED WHITE INTERIOR 5. INSULATED GLASS, DUAL-PANE-LOW E2 WITH ARGON 6.7 8" WIDE TRADITIONAL OGEE SIMULATED DIVIDED LITES WITH ALUMINUM SPACER BAR 7. NEW DOORS SHALL MEET THE 0.35 FENESTRATION U-FACTOR PER SPS 322.31-1 8. ALL DOORS TO HAVE TEMPERED GLASS 9.1. WINDOWS TO HAVE TEMPERED GLASS WHERE REQUIRED BY CODE 10. HARDWARE SELECTION BY OWNER 11. SHOP DRAWINGS REQUIRED FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO PRODUCTION OF WINDOWS & DOORSNEW WALL RECESSED SLAB OR FLOOR JOIST. 4" DROP AT BATHROOMS, 7" DROP AT FREEZERS. STEEL BEAM, SEE STRUCTURAL DRAWINGS. 24 GA. DOWNSPOUT, PAINT. DRAIN INLET, REFER TO CIVIL & PLUMBING DRAWINGS. LOWER LEVEL FLOOR PLAN BLDG. SQ. FT. ANALYSIS (gross) 5,610 SQ. FT. MAIN LEVEL FLOOR PLAN5,531 SQ. FT. UPPER LEVEL FLOOR PLAN3,941 SQ. FT. MAIN LEVEL DECK1,107 SQ. FT. UPPER LEVEL DECK1,353 SQ. FT. DECKS TOTAL15,082 SQ. FT. TOTAL2, 460 SQ. FT. TRASH ENCLOSURE130 SQ. FT. A1.01 MAIN LEVEL FLOOR PLAN Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 29 30 7:12 7:12 7:12 7:12 7:12 VARIES VARIES VARIES VARIES 5:12 1/4:12 1/4:12 1/4:12 1/4:12 1/4:12 5:12 1/4:12 1/4:121/4:12 1/4:12 DECK DECK MECH. WELL MECH. WELL ROOF ACCESS ELEVATOR SHAFT 1/4:12 1/4:12 DECK PITCH BREAK PITCH BREAK 1 4 A 1 4 A C C 1 A3.03a 1 A3.00 1 A3.03 1 A3.01a 1 A3.02a 33 1 A3.04 89'-9" 101'-111 2" 89'-9" 101'-111 2" 1 A3.00a 1 A3.02 1 A3.01 B B 22 CENTER LINECENTER LINE CENTER LINE CENTER LINE PITCH BREAK VALLEY CART LIFT SHAFT 1/4:12 1/4:12 1/4:12 1/4:12 7:12 7:12 7:12 VALLEY 7:12 7:12 1/4:12 1/4:12 5:12 5:12 5:12 VALLEY CRICKET 1:12 1:12 1:12 3'-25 8"3'-35 8" 3'-0" 1/4:12 1/4:12 1'-2" 1'-2" 1'-8" 1'-2" 1'-8" 1'-2" 1'-8" 1'-2" 1'-8" 1'-2" 1'-8" 1'-8" 1'-2" 1'-8" 1'-2" RIDGE RIDGE RIDGERIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE PITCH BREAK PITCH BREAK HIP HIP PITCH BREAK HIP HIP HIP HIP 1'-2" 1'-8" 1'-2" 1'-8" PITCH BREAK ASPHALT SHINGLE ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF FLAT SEAM METAL ROOF EPDM ROOF EPDM ROOF EPDM ROOF FLAT SEAM METAL ROOF ROOF BELOW EXHAUST VENTS AHU UNITS CONDENSER UNITS 05101525 SCALE: 1Roof Plan 1/4" = 1'-0" TRUE NORTH N GENERAL NOTES 1. PROVIDE ICE AND WATER SHIELD AS OUTLINED IN SMO. 2. ALL ROOF PENETRATIONS TO MATCH ROOFING AND TO BE APPROVED BY ARCHITECT. SYMBOLS ROOF ACCESS HATCH 24 GA. GUTTER AND DOWNSPOUT, PAINT. 7'-23 4" 7'-23 4" 2'-117 8" 6'-63 4" 6'-63 4" 2'-11 78" UCA2636 UCA2636 UCA2636 UCA2636 UCA2636 UCA2636 UCA2636 UCA2636 SCALE: 2 CUPOLA FLOOR PLAN 1/2" = 1'-0" A1.03 ROOF PLAN Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 31 T.O. PL. HT. 120'-7" T.O. PL. HT. 110'-2 1/4" T.O. PARAPET 126'-7" T.O. SUBFLR. 100'-0" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. EAVE 121'-9 3/4" T.O. SUBFLR. 100'-0" T.O. PL. HT. 110'-4 1/4" T.O. PL. HT. 120'-7" T.O. EAVE 121'-9 3/4" T.O. PARAPET 126'-7" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. CUPOLA 139'-10 3/4" 10'-03 4" 2'-21 4" 8'-4" 1'-23 4" 4'-91 4" 5'-33 4" 8'-0" 8'-0" MAX. 2'-3" LOW GRADE 97'-9" 35'-0" MAX MAX ROOF HT. 132'-9" T.O. SUBFLR. 112'-3" I C E C R E A M 11 A3.04 1 A3.00 1 A3.02a 234 GENERAL STORE MAX ROOF HT. 132'-9 METAL STANDING SEAM ROOF FLASHING ASPHALT SHINGLE ROOF STONE CHIMNEY CAP METAL MESH TO CONCEAL FLUES LAP SIDING FISH SCALE SHINGLE SIDING THIN STONE VENEER SHUTTERS AND SHUTTER DOGS MARVIN CLAD WINDOW WITH CASING, BACKBAND, CAP, AND SILL MARVIN CLAD WINDOW WITH CASING, BACKBAND, AND SILL COMPOSITE CORNER BOARD COMPOSITE ENTABLATURE TRIM COMPOSITE BELT COURSE TRIM COMPOSITE BASE TRIM DECORATIVE COLUMN DECORATIVE PILASTER FLAG POLE NEWEL POST CUTOUT RAILINGS METAL GUTTERS AND DOWNSPOUTS RAISED PANEL SIGN, DESIGN TBD TO BE REVIEWED IN FUTURE SUBMISSION SIGN, DESIGN TBD TO BE REVIEWED IN FUTURE SUBMISSION PARAPET WALLS BAY WINDOW T.O. CUPOLA 139'-10 3/4" BEVOLOBEVOLO BEVOLOBEVOLOBEVOLO BEVOLO FQ-21-MB SCALE: 1 West Elevation 1/4" = 1'-0" T.O. PL. HT. 110'- 2 1/4" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 112'-3" T.O. SUBFLR. 112'-3" CBA 1 A3.03 1 A3.01a 1 A3.03a T.O. RIDGE SHEATHING 131'-10 3/4" T.O. CUPOLA 139'-10 3/4" MAX ROOF HT. 132'-9 T.O. PL. HT. 120'-7" T.O. EAVE 121'-9 3/4" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. CUPOLA 139'-10 3/4" MAX ROOF HT. 132'-9 T.O. PL. HT. 120'-7" T.O. EAVE 121'-9 3/4" T.O. SUBFLR. 100'-0" T.O. SUBFLR. 100'-0" LOW GRADE 97'-9" GRADE ± 98'-9" 10'-03 4" 2'-21 4" 8'-4" 1'-23 4" 10'-1" 8'-0" 8'-0" MAX. 2'-3" 35'-0" MAX ASPHALT SHINGLE ROOF STONE CHIMNEY CAP METAL MESH TO CONCEAL FLUES FISH SCALE SHINGLE SIDING MARVIN CLAD WINDOW WITH CASING, BACKBAND, CAP, AND SILL MARVIN CLAD WINDOW WITH CASING, BACKBAND, AND SILL COMPOSITE CORNER BOARD COMPOSITE ENTABLATURE TRIM COMPOSITE BASE TRIM DECORATIVE COLUMN BAY WINDOW METAL STANDING SEAM ROOF DECORATIVE COLUMN FLAG POLE NEWEL POST CUTOUT RAILINGS METAL GUTTERS AND DOWNSPOUTS RAISED PANEL LAP SIDING COMPOSITE ENTABLATURE TRIM SHUTTERS AND SHUTTER DOGS BEVOLOBEVOLOBEVOLOBEVOLO SCALE: 2 North Elevation 1/4" = 1'-0" BUILDING WIDTH WITH CHIMNEY: 102'-31 2" (ROUNDED TO 105'-0" FOR MULTIPLIER) ALLOWABLE SIGNAGE MULTIPLIER: 0.646 ALLOWABLE SIGNAGE = 66.11 SQ.FT. APPROXIMATE PROPOSED SIGNAGE: GENERAL STORE SIGN = 16'-10" x 2'-6" = 41.30 SQ.FT. ICE CREAM STORE SIGN = (3'-6" x 1'-6") + (16'-0" X 1'-2") = 23.92 SQ.FT. TOTAL PROPOSED SIGNAGE = 65.22 SQ.FT. SIGN CALCULATIONS: Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 A2.00 EXTERIOR ELEVATIONS 7/7/2026 2:00:48 PM 32 T.O. PL. HT. 120'-7" T.O. PL. HT. 110'- 2 1/4" T.O. PARAPET 126'-7" T.O. SUBFLR. 100'-0" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. EAVE 121'-9 3/4" T.O. SUBFLR. 100'-0" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 112'-3" T.O. PL. HT. 120'-7" T.O. EAVE 121'-9 3/4" T.O. PARAPET 126'-7" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. SUBFLR. 112'-3" 431 2 1 A3.02a 1 A3.00 1 A3.04 MAX ROOF HT. 132'-9 MAX ROOF HT. 132'-9 T.O. CUPOLA 139'-10 3/4" T.O. CUPOLA 139'-10 3/4" 10'-03 4" 2'-21 4" 8'-4" 1'-23 4" 4'-91 4" 5'-33 4" 8'-0" 8'-0" MAX. 35'-0" MAX FLASHING ASPHALT SHINGLE ROOF LAP SIDING THIN STONE VENEER SHUTTERS AND SHUTTER DOGS OPENING WITH CASING, BACKBAND, CAP, AND SILL OPENING WITH CASING, BACKBAND, AND SILL COMPOSITE CORNER BOARD COMPOSITE ENTABLATURE TRIM COMPOSITE BELT COURSE TRIM COMPOSITE BASE TRIM DECORATIVE COLUMN PARAPET WALLS METAL STANDING SEAM ROOF DECORATIVE PILASTER METAL GUTTERS AND DOWNSPOUTS RAISED PANEL STONE CHIMNEY CAP METAL MESH TO CONCEAL FLUES FLAG POLE LAP SIDING AWNING METAL GUTTERS AND DOWNSPOUTS LOW GRADE 97'-9" 2'-3" LAP SIDING FISH SCALE SHINGLE SIDING BEVOLOBEVOLOBEVOLOBEVOLOBEVOLOBEVOLOBEVOLO BEVOLO NEWEL POST CUTOUT RAILINGS SCALE: 1East Elevation 1/4" = 1'-0" SCALE: 2 South Elevation 1/4" = 1'-0" T.O. SUBFLR. 100'-0" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 112'-3" ABC 1 A3.01a 1 A3.03a 1 A3.03 T.O. PL. HT. 120'-7" T.O. EAVE 121'-9 3/4" T.O. PARAPET 126'-7" T.O. RIDGE SHEATHING 131'-10 3/4" MAX ROOF HT. 132'-9 T.O. PL. HT. 120'-7" T.O. PARAPET 126'-7" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. EAVE 121'-9 3/4" MAX ROOF HT. 132'-9 T.O. PL. HT. 110'- 2 1/4" T.O. SUBFLR. 100'-0" T.O. SUBFLR. 112'-3" T.O. CUPOLA 139'-10 3/4" T.O. CUPOLA 139'-10 3/4" 10'-03 4" 8'-4" 1'-23 4" 4'-91 4" 5'-33 4" 8'-0" 8'-0" MAX. 35'-0" MAX LOW GRADE 97'-9" 2'-3" FLASHING ASPHALT SHINGLE ROOF STONE CHIMNEY CAP METAL MESH TO CONCEAL FLUE LAP SIDING THIN STONE VENEER SHUTTERS AND SHUTTER DOGS MARVIN CLAD WINDOW WITH CASING, BACKBAND, CAP, AND SILL MARVIN CLAD WINDOW WITH CASING, BACKBAND, AND SILL COMPOSITE CORNER BOARD COMPOSITE ENTABLATURE TRIM COMPOSITE BELT COURSE TRIM COMPOSITE BASE TRIM DECORATIVE COLUMN AWNING PARAPET WALLS BAY WINDOW DECORATIVE COLUMN NEWEL POST CUTOUT RAILINGS METAL GUTTERS AND DOWNSPOUTS RAISED PANEL STONE CHIMNEY CAP METAL MESH TO CONCEAL FLUES ASPHALT SHINGLE ROOF 2'-21 4" FISH SCALE SHINGLE SIDING FISH SCALE SHINGLE SIDING BUILDING WIDTH WITH CHIMNEY: 102'-31 2" (ROUNDED TO 105'-0" FOR MULTIPLIER) ALLOWABLE SIGNAGE MULTIPLIER: 0.646 ALLOWABLE SIGNAGE = 66.11 SQ.FT. APPROXIMATE PROPOSED SIGNAGE: GABLE END SIGN = 6'-0" x 9'-0" = 54 SQ.FT. ICE CREAM SIGN = 3'-5" x 3'-6" = 11.96 SQ.FT. TOTAL PROPOSED SIGNAGE = 65.9 SQ.FT. SIGN CALCULATIONS: Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 A2.01 EXTERIOR ELEVATIONS 7/7/2026 2:17:25 PM 33 RETAIL RETAIL MECHANICAL/STORAGE 12'-3" 10'-01 4" 9'-9" 8'-01 4" 7'-117 8" FP MATCH LINEMATCH LINE1 A3.03a 1 A3.01a 1 A3.01 T.O. PL. HT., TYP. 120'-7" T.O. SUBFLR. 112'-3" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 100'-0" BA T.O. PL. HT. 98'-5 1/4" T.O. SLAB 90'-3" RETAILRETAIL OPEN BEYOND HALLWAY LOCKERS T.O. RIDGE SHEATHING 131'-10 3/4" T.O. EAVE 121'-9 3/4" REFRIGERATOR RECESS SLAB 12'-3" FINISH LANDING HEIGHT (21) R @ 7" SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.00 BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 34 RETAIL RETAIL LOADING AREA 1 A3.03 KITCHEN/PREP/STORAGE KITCHEN/STORAGE 7'-117 8" FP MATCH LINEMATCH LINE1 A3.01a 1 A3.01 T.O. PL. HT., TYP. 120'-7" T.O. SUBFLR. 112'-3" T.O. PL. HT 110'-2 1/4" T.O. SUBFLR. 100'-0" B C T.O. PL. HT 98'-5 1/4" T.O. SLAB 90'-3" RETAIL CART LIFT HALLWAY LOCKERS T.O. RIDGE SHEATHING 131'-10 3/4" T.O. EAVE 121'-9 3/4" 6'-6" 6'-8" 10'-3" OPEN BEYOND BARREL VAULT 7" REFRIGERATOR RECESS SLAB 1'-0" 91 4" 12'-3" FINISH LANDING HEIGHT (21) R @ 7" SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.00a BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 35 RETAIL RETAIL VESTIBULE DECK 12'-3" 8'-4" MATCH LINEMATCH LINE LANDING STAIRWELL OPEN TO BELOW OFFICE 7'-117 8" 1'-2" 10'-01 4" 9'-9" OPEN BEYOND 1 A3.00a 1 A3.00 1 A3.02 1 A3.02a T.O. SUBFLR. 112'-3" T.O. PL. HT., TYP. 120'-7" T.O. SUBFLR. 112'-3" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 100'-0" FP T.O. RIDGE SHEATHING 131'-10 3/4" 34 2 8'-027 32" BENCH T.O. EAVE 121'-9 3/4" T.O. PL. HT. 98'-5 1/4" T.O. SLAB 90'-3" OPEN BEYOND MECHANICAL/STORAGE SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.01 BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 36 SCALE:1Building Section 1/2" = 1'-0" RETAIL RETAIL ICE CREAM PARLORVESTIBULE DECK 12'-3" 8'-4" 1 A3.04 PREP/STORAGE MATCH LINEMATCH LINE OPEN STAIRWELL 10'-01 4" 9'-9" OPEN BEYOND 1 A3.00a 1 A3.00 T.O. PL. HT., TYP. 120'-7" T.O. SUBFLR. 112'-3" T.O. PL. HT 110'-2 1/4" T.O. SUBFLR. 100'-0" T.O. PL. HT. 110'-4 1/4" T.O. RIDGE SHEATHING 131'-10 3/4" 12 T.O. EAVE 121'-9 3/4" T.O. PL. HT 98'-5 1/4" T.O. SLAB 90'-3" 12 1 MECH 6'-9"+ CLEAR 1'-8 21/32" FINISH LANDING HEIGHT (3) R @ 6 7/8" 1'-0" MIN. 34" MIN. TO 38" MAX. 42" HIGH MIN. GUARDRAIL HANDRAIL 12 6 TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.01a BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 37 9'-9" 12'-3" 8'-01 4" 8'-4" 10'-01 4" 12'-9" ELEVATOR OFFICE RETAIL RETAIL UNISEX BATHROOM WOMEN BATHROOM OPEN BEYOND LOADING AREA 4'-0" 1 A3.01a 1 A3.03 MATCH LINEMATCH LINE 1 A3.01 T.O. PARAPET 126'-7" T.O. SUBFLR. 112'-3" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 100'-0" T.O. PL. HT. 98'-5 1/4" T.O. SLAB 90'-3" C B RECESS BATHROOM FLOOR, FILL WITH CONCRETE TO CREATE SLOPE TO DRAIN VESTIBULE SLOPE CONCRETE TO CREATE SLOPE TO DRAIN STAIRWELL STAIRWELL STAIRWELL CART LIFT CART LIFT CART LIFT 1'-4" HOIST BEAM 11'-1 1 32" 5'-0" 6'-0" 12'-0" HALL POTENTIAL SHAFT PREP ROOM 6'-8" CLEAR 9'-9"+- PL. HT. T.O. PL. HT., TYP. 120'-7" T.O. EAVE 121'-9 3/4" T.O. RIDGE SHEATHING 131'-10 3/4" STORAGE/JANITOR MECHANICAL UNIT 2'-4" T.O. PL. HT. 122'-0 3/16" SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.02 BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 38 1 A3.03a 12'-9" ELEVATOR OFFICE RETAIL RETAIL MECHANICAL/STORAGE RETAIL RETAIL UNISEX BATHROOM WOMEN BATHROOM OPEN BEYOND 4'-0" 1 A3.01a MATCH LINEMATCH LINE 1 A3.01 T.O. SUBFLR. 112'-3" T.O. PL. HT 110'-2 1/4" T.O. SUBFLR. 100'-0" T.O. PL. HT 98'-5 1/4" T.O. SLAB 90'-3" T.O. PARAPET 126'-7" AB RECESS BATHROOM FLOOR, FILL WITH CONCRETE TO CREATE SLOPE TO DRAIN VESTIBULE SLOPE CONCRETE TO CREATE SLOPE TO DRAIN 12 5.5 12 7 9'-9"+- PL. HT. T.O. PL. HT., TYP. 120'-7" T.O. EAVE 121'-9 3/4" T.O. RIDGE SHEATHING 131'-10 3/4" MECHANICAL 2'-4" T.O. PL. HT. 122'-0 3/16" SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.02a BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 39 RETAIL STAIRWELL 1 VESTIBULE BEYOND 12'-3" 8'-4" 10'-01 4" 9'-9" 8'-01 4" 1 A3.02 1 A3.02a 1 A3.00a 1 A3.00 CORRIDORKITCHEN/PREP/STORAGE CORRIDOR T.O. SUBFLR. 112'-3" T.O. PL. HT 110'-2 1/4" T.O. SUBFLR. 100'-0" T.O. SUBFLR. 112'-3" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 100'-0" 43 631 32" 2 T.O. PARAPET 126'-7" T.O. PARAPET 126'-7" T.O. PL. HT 98'-5 1/4" T.O. SLAB 90'-3" T.O. PL. HT. 98'-5 1/4" T.O. SLAB 90'-3" 17 RISERS @ 6 7/8" 21 RISERS @ 7" KITCHEN/PREP/STORAGE 3'-8" 4'-7" 1'-0" MIN. 34" MIN. TO 38" MAX. 42" HIGH MIN. GUARDRAIL HANDRAIL 4" MAX. 6 7/8" TYP. 34" MIN. TO 38" MAX. 42" HIGH MIN. GUARDRAIL HANDRAIL 4" MAX. 7" TYP. 1'-0" MIN. 12 5.5 12 7 T.O. PL. HT., TYP. 120'-7" T.O. EAVE 121'-9 3/4" T.O. PL. HT., TYP. 120'-7" T.O. EAVE 121'-9 3/4" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. PLYWOOD 131'-10 3/4" 12'-829 32" 3'-0" 4'-7 1/16" FINISH LANDING HEIGHT (8) R @ 6 7/8" 5'-1 15/15" FINISH LANDING HEIGHT (9) R @ 6 7/8" 6'-5" FINISH LANDING HEIGHT (11) R @ 7" 5'-10" FINISH LANDING HEIGHT (10) R @ 7" 10'-8" CLEARANCE 8'-2"+ CLEARANCE 12'-3" FINISH LANDING HEIGHT (21) R @ 7" R26'-11 1 4" R2'-0" R1'-0" R25'-11 1 4" 3'-0" SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.03 BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 40 SCALE:1Building Section 1/2" = 1'-0" MECHANICAL/STORAGE RETAIL RETAIL DECK 1 A3.02 1 A3.00a 1 A3.00 1 A3.02a T.O. SUBFLR. 112'-3" T.O. PL. HT 110'-2 1/4" T.O. SUBFLR. 112'-3" T.O. PL. HT. 110'-2 1/4" T.O. SUBFLR. 100'-0" 34 VESTIBULE BEYOND 2 T.O. PARAPET 126'-7" T.O. PARAPET 126'-7" RETAIL RETAIL OPEN BEYOND T.O. PL. HT 98'-5 1/4" T.O. SLAB 90'-3" T.O. PL. HT. 98'-5 1/4" T.O. SLAB 90'-3" DECK 12 5.5 12 7 7'-03 8" F.H.H. 7'-2" R. HEAD 4'-81 4" R.O.2'-53 4" R. T.O. PL. HT., TYP. 120'-7" T.O. EAVE 121'-9 3/4" T.O. PL. HT., TYP. 120'-7" T.O. EAVE 121'-9 3/4" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. RIDGE SHEATHING 131'-10 3/4" T.O. SUBFLR. 100'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.03a BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 41 1 A3.01a 1 A3.01 B PREP/STORAGE ICE CREAM PARLOR LIGHT WELL T.O. SUBFLR. 100'-0" T.O. SUBFLR. 100'-0" T.O. SLAB 90'-3" T.O. PL. HT 110'-4 1/4" T.O. SLAB 90'-3" T.O. PL. HT. 110'-4 1/4" T.O. PL. HT. 98'-5 1/4" T.O. PL. HT 98'-5 1/4" CORRIDOR 12 6 12 1 12 6 12 1 SCALE:1Building Section 1/2" = 1'-0" TYPICAL EXTERIOR TRIM - TRIM AND PROFILES TO BE PLASTIC, PAINT FINISH, TYP. - WESTERN RED CEDAR OR SIM. AT SOFFITS OR OTHER PROTECTED CONDITIONS. - SEE SECTIONS AND DETAILS FOR SIZING INFORMATION TYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB. - REBAR REINFORCEMENT PER STRUCTURAL - 6 MIL VAPOR BARRIER - 2" RIGID INSULATION (R-10 MIN.) - 6" MIN. CLEAN, COMPACTED GRAVEL FILL - UNDISTURBED SOIL TYPICAL WOOD FLOOR CONSTRUCTION - 3 4" WOOD FLOOR - 3 4" APA RATED SUBFLOOR, GLUED AND SCREWED TO FLOOR FRAMING - FLOOR FRAMING SYSTEM PER STRUCTURAL - R-30 MIN. INSULATION OR SIM. FOR SOUND DEADENING TYPICAL METAL ROOF CONSTRUCTION - METAL STANDING SEAM ROOF @ 22" O.C. - HIGH TEMP ICE AND WATER SHIELD OVER ENTIRE ROOF (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - R-49 MIN. CLOSED-CELL SPRAY FOAM INSULATION - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL INTERIOR WALL @ FOUNDATION CONSTRUCTION - TYPICAL CAST-IN-PLACE CONCRETE WALL - 1" AIR GAP - 2x4 WALL FRAMING, U.N.O. - R-21 MIN. INSULATION - VAPOR BARRIER, PENDING INSULATION SELECTION - 5 8" GWB, TYP. TYPICAL EXTERIOR DECKING CONSTRUCTION - 1" IRONWOOD OR IPE DECK - 2x TAPERED WOOD SLEEPERS - ELASTOMERIC MEMBRANE ROOFING - EXTERIOR GRADE ROOF SHEATHING - RIPPED JOISTS FOR SLOPE TYPICAL SLAB CONSTRUCTION @ FIN. FLOOR - FINISH FLOOR SELECTION, TBD. - TYPICAL SLAB CONSTRUCTION TYPICAL FOUNDATION WALL CONSTRUCTION - 2" DRAINAGE & INSULATION BOARD (R-10 MIN) - CONT. FLUID-APPLIED WATERPROOFING MEMBRANE; INSTALL PER MFR'S INSTRUCTIONS - CAST-IN-PLACE CONCRETE WALL, REBAR REINFORCEMENT PER STRUCTURAL GENERAL NOTES - ALL MECHANICAL LOCATIONS TO BE VERIFIED PRIOR TO FABRICATION OF FLOOR & ROOF TRUSSES - SEE SPEC BOOK FOR MORE INFORMATION TYPICAL ROOF CONSTRUCTION - ARCHITECTURAL ASPHALT SHINGLE ROOF. - HIGH TEMP ICE AND WATER SHIELD ROLL ROOFING OVER ENTIRE ROOF & DORMER SIDE WALLS (GRACE OR SIM.) - 3 4" EXTERIOR GRADE ROOF SHEATHING PER STRUCTURAL - ROOF FRAMING PER STRUCTURAL - ROOF BAFFLES & SOFFIT VENTS. - R-49 MIN. INSULATION. - 5/8" GWB, TYP. - NOTE: HOT ROOF, OMIT VENTING TYPICAL SIDING WALL CONSTRUCTION - CERTAINTEED CLAPBOARD SIDING, 4" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. TYPICAL SHINGLE WALL CONSTRUCTION - NUCEDAR CLASSIC R&R 13" SHINGLES, FISH SCALE, 5" REVEAL. - WRB. - 1/2" CDX PLYWOOD SHEATHING PER STRUCTURAL. - 2x WOOD STUD WALLS. - R-21 MIN. INSULATION. - VAPOR BARRIER, PENDING INSULATION SELECTION. - 5/8" GWB, TYP. A3.04 BUILDING SECTIONS Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 42 GENERAL ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH ALL GOVERNING CODES, ORDINANCES AND STANDARDS. ELECTRICAL DEVICES SHOWN ILLUSTRATE DESIGN INTENT, ADDITIONAL DEVICES MAY BE REQUIRED BY GOVERNING CODES. 2. GC TO SCHEDULE DEVICE LOCATION WALK THRU WITH OWNER & ARCHITECT PRIOR TO HARDWIRING OR CONDUIT INSTALLATION. 3. ELECTRICAL CONTRACTOR TO COORDINATE CIRCUITING WITH LIGHTING DESIGNER AND INTERIOR DESIGNER TO ACCOMMODATE OWNER REQUIREMENTS. 4. CENTER LIGHTING ON OTHER FIXTURES, OR ON AXIS WITH OTHER PHYSICAL COMPONENTS, AS SHOWN ON PLAN (DOOR CENTERLINES, WINDOW MULLIONS, ETC). GC TO COORDINATE TRUSS/JOISTS LAYOUT WITH ELECTRICAL DEVICE LOCATION. 5. SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACK-UP, SUCH THAT WHEN ONE ALARM IS ACTIVATED, ALL ARE ACTIVATED. 6. REFER TO AND FOLLOW LIGHTING AND/OR DEVICE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS FOR SPECIFIC INSTALLATION DETAILS. 7. LAMPS SHALL BE PROVIDED FOR ALL NON-DECORATIVE FIXTURES ACCORDING TO SCHEDULE FURNISHED BY LIGHTING DESIGNER. 8. SITE/LANDSCAPE LIGHTING TO BE PROVIDED AS INDICATED BY DRAWINGS, OWNER, LANDSCAPE ARCHITECT, AND/OR INTERIOR DESIGNER. 9. GC TO COORDINATE IRRIGATION TIMER LOCATION AND REQUIREMENTS WITH LANDSCAPE ARCHITECT. ELECTRICAL OUTLET - FLOOR MOUNTED DUPLEX DECORATIVE SCONCE LIGHTING & RECEPTACLE PLAN SYMBOLS KEY UNDER CABINET LIGHTELECTRICAL OUTLET - STANDARD DUPLEX ELECTRICAL OUTLET - TOP HALF SWITCHED DUPLEX ELECTRICAL OUTLET - GROUND FAULT CIRCUIT INTERRUPTED DUPLEX DEDICATED EQUIPMENT OUTLET - VERIFY W/ MANUF. DATA ELECTRICAL OUTLET - FOUR GANG ELECTRICAL OUTLET - GFI PROTECTED WATERPROOF SINGLE ART LAMP DECORATIVE GAS SCONCE TELEPHONE RECESSED JUNCTION BOX THERMOSTAT GFI WP GAS T TV J FLOOD LIGHT MDMOTION DETECTOR SD CD SMOKE DETECTOR CO DETECTOR RECESSED WALL-MOUNTED LIGHT CONCEALED SPEAKER COMBINED SMOKE & CO DETECTOR WITH FIRE HORN BASE CO SD FHB COMBINED SMOKE & CO DETECTORCO SD ELEVATOR CALL BOXCB LINEAR LED COVE LIGHT, CEILING MOUNTED RECESSED LIGHT WALL WASHER EXHAUST FAN, CEILING MOUNTED PORCELAIN SOCKET FIXTURE DOOR BELL CEILING FAN P DB F EXHAUST FAN, WALL MOUNTED (REMOTE MOTOR) F F RECESSED LIGHT/EXHAUST FAN COMBO, CEILING MOUNTED JAMB SWITCH 3-WAY DIMMER SWITCH 3-WAY SWITCH DIMMER SWITCH SINGLE POLE WALL SWITCH 4-WAY SWITCH 4-WAY DIMMER SWITCH D 3 3D 4 4D 5-WAY DIMMER SWITCH DECORATIVE LIGHT FIXTURE, CEILING MOUNTED RECESSED STEP LIGHT VERTICAL STRIP LIGHTING RECESSED LIGHT (3" DIA.) RECESSED SHOWER LIGHT W/ GLASS COVERS 5D GARBAGE DISPOSAL MINI RECESSED LIGHT (2" DIA.) TELEVISION LOCATION, VERIFY ACCOMMODATIONS, ACCESSORIES, AND FINAL MOUNTING HEIGHT WITH ARCHITECT AND A/V LIGHT KEYPADLKP AIR SWITCHA RECESSED CLOCK OUTLET 2X2 2x2 PANELS C S CONCEALED SUBWOOFERSUB WIRE ACCESS POINTW GARAGE DOOR OPENERGDOELECTRONIC DOOR LOCKEL 24x54x74 16'-0"19'-6" 3'-73 8"14'-73 8"14'-4"14'-6" 3'-6" 3'-111 2" 4D 4D TO ABOVE WP WP WP WP WP 3'-6" 9'-61 4"9'-61 4" SEE UPPER FLOOR PLAN INTERIOR LIGHTING LAYOUT TBD POST LIGHT Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 E1.01 MAIN LEVEL LIGHTING & RECEPTACLE PLAN 7/7/2026 12:17:21 PM 43 GENERAL ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH ALL GOVERNING CODES, ORDINANCES AND STANDARDS. ELECTRICAL DEVICES SHOWN ILLUSTRATE DESIGN INTENT, ADDITIONAL DEVICES MAY BE REQUIRED BY GOVERNING CODES. 2. GC TO SCHEDULE DEVICE LOCATION WALK THRU WITH OWNER & ARCHITECT PRIOR TO HARDWIRING OR CONDUIT INSTALLATION. 3. ELECTRICAL CONTRACTOR TO COORDINATE CIRCUITING WITH LIGHTING DESIGNER AND INTERIOR DESIGNER TO ACCOMMODATE OWNER REQUIREMENTS. 4. CENTER LIGHTING ON OTHER FIXTURES, OR ON AXIS WITH OTHER PHYSICAL COMPONENTS, AS SHOWN ON PLAN (DOOR CENTERLINES, WINDOW MULLIONS, ETC). GC TO COORDINATE TRUSS/JOISTS LAYOUT WITH ELECTRICAL DEVICE LOCATION. 5. SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACK-UP, SUCH THAT WHEN ONE ALARM IS ACTIVATED, ALL ARE ACTIVATED. 6. REFER TO AND FOLLOW LIGHTING AND/OR DEVICE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS FOR SPECIFIC INSTALLATION DETAILS. 7. LAMPS SHALL BE PROVIDED FOR ALL NON-DECORATIVE FIXTURES ACCORDING TO SCHEDULE FURNISHED BY LIGHTING DESIGNER. 8. SITE/LANDSCAPE LIGHTING TO BE PROVIDED AS INDICATED BY DRAWINGS, OWNER, LANDSCAPE ARCHITECT, AND/OR INTERIOR DESIGNER. 9. GC TO COORDINATE IRRIGATION TIMER LOCATION AND REQUIREMENTS WITH LANDSCAPE ARCHITECT. ELECTRICAL OUTLET - FLOOR MOUNTED DUPLEX DECORATIVE SCONCE LIGHTING & RECEPTACLE PLAN SYMBOLS KEY UNDER CABINET LIGHTELECTRICAL OUTLET - STANDARD DUPLEX ELECTRICAL OUTLET - TOP HALF SWITCHED DUPLEX ELECTRICAL OUTLET - GROUND FAULT CIRCUIT INTERRUPTED DUPLEX DEDICATED EQUIPMENT OUTLET - VERIFY W/ MANUF. DATA ELECTRICAL OUTLET - FOUR GANG ELECTRICAL OUTLET - GFI PROTECTED WATERPROOF SINGLE ART LAMP DECORATIVE GAS SCONCE TELEPHONE RECESSED JUNCTION BOX THERMOSTAT GFI WP GAS T TV J FLOOD LIGHT MDMOTION DETECTOR SD CD SMOKE DETECTOR CO DETECTOR RECESSED WALL-MOUNTED LIGHT CONCEALED SPEAKER COMBINED SMOKE & CO DETECTOR WITH FIRE HORN BASE CO SD FHB COMBINED SMOKE & CO DETECTORCO SD ELEVATOR CALL BOXCB LINEAR LED COVE LIGHT, CEILING MOUNTED RECESSED LIGHT WALL WASHER EXHAUST FAN, CEILING MOUNTED PORCELAIN SOCKET FIXTURE DOOR BELL CEILING FAN P DB F EXHAUST FAN, WALL MOUNTED (REMOTE MOTOR) F F RECESSED LIGHT/EXHAUST FAN COMBO, CEILING MOUNTED JAMB SWITCH 3-WAY DIMMER SWITCH 3-WAY SWITCH DIMMER SWITCH SINGLE POLE WALL SWITCH 4-WAY SWITCH 4-WAY DIMMER SWITCH D 3 3D 4 4D 5-WAY DIMMER SWITCH DECORATIVE LIGHT FIXTURE, CEILING MOUNTED RECESSED STEP LIGHT VERTICAL STRIP LIGHTING RECESSED LIGHT (3" DIA.) RECESSED SHOWER LIGHT W/ GLASS COVERS 5D GARBAGE DISPOSAL MINI RECESSED LIGHT (2" DIA.) TELEVISION LOCATION, VERIFY ACCOMMODATIONS, ACCESSORIES, AND FINAL MOUNTING HEIGHT WITH ARCHITECT AND A/V LIGHT KEYPADLKP AIR SWITCHA RECESSED CLOCK OUTLET 2X2 2x2 PANELS C S CONCEALED SUBWOOFERSUB WIRE ACCESS POINTW GARAGE DOOR OPENERGDOELECTRONIC DOOR LOCKEL RETAIL 200 RETAIL 208 DECK 1 209 UNISEX 205 STAIR 1 201 RETAIL 207 DECK 2 210 PREP./ STORAGE 202 VEST. 203 UNISEX 204 STAIR HALL 206 4D TO BELOW 4D WP WP WPWP INTERIOR LIGHTING LAYOUT TBD Sister Bay 10674 North Bay Shore Drive GSW General Store ISSUE: COURTESY REVIEW 2026.05.05 PLAN COMMISSION 2026.07.07 WADE WEISSMANN ARCHITECTURE, INC. © / P: 414 - 351-1200 F: 414 - 352-8385 2026 Sister Bay, WI 54234 E1.02 UPPER LEVEL LIGHTING & RECEPTACLE PLAN 44 Page 1 of 1PROJECT INFORMATION:DRAWN BY:REVIEWED BY: CONTRACTOR:APPROVED BY: A. THOMERA. THOMER To request the Project Quotation for these materials or to place the order, please contact: Sales@LightingDesignSolutions.com or call us at 1-888-357-7070 REV DESCRIPTION DATE SISTER BAY GENERAL STORE SITE LIGHTING PLAN DATE: 07/07/2026 Luminaire Schedule Scenario: GENERAL Symbol Qty Label Description Luminaire Watts Total Watts Calculation Summary Scenario: GENERAL Label Units Avg Max/Min Max Min Avg/Min CIRCULATION CALCS Fc 0.29 30.00 1.80 0.06 4.83 PARKING CALCS Fc 0.15 15.40 0.77 0.05 3.00 PROPERTY LINE Fc 0.07 N.A. 0.5 0.0 N.A. 9 S MARITIME GOOSENECK SIGN LIGHT 12 108 11 PL NAUTICAL POST LANTERN ON 6' POST 12 132 17 L LED LANDSCAPE LIGHT 5 85 8 FQPT FRENCH QUARTER POST TOP W/ COPPER TOP ON 12' POST 12 96 5 LCL LARGER COACH WALL LANTERN 12 60 9 SCL SMALLER COACH WALL LANTERN 12 108 9 FQY FRENCH QUARTER HANGING WITH YOKE MOUNT 12 108 Scale: 1 inch= 17 Ft. PRINCIPAL & ACCESSORY 6' SIDE SETBACK - PRINCIPAL & ACCESSORY 6' SIDE SETBACK - PRINCIPAL & ACCESSORY 20' FRONT SETBACK - PRINCIPAL & ACCESSORY 40' FRONT SETBACK - 3 22 6 27 29 32 35 FFE=592.25 6 ,000 SF "SISTER BAY GENERAL STORE" LANDING 7.0' 12.3' 19.7' SLOPE @ 2.0%%% SLOPE @ 2.0%%% RAMP @ 6.5%%%LANDING RAMP @ 8.33%%% 4 STEPS @ 7" = -2.33' RAMP @ 5.0%%% RAMP @ 1.0%%% 14 Xref .\1_CAD\193807679v200_ENG UPDATE.dwg TRASH LT. WELL LT. WELL VESTIBULE PARLOR ICE CREAM LT. WELL PORCH PORCH FRONT "/43 10'-0 10'-0" STOOP STOOP STOOP STOOP @ RAMP? STOOP @ RAMP? STOOP S MH: 16 S MH: 16 MH: 10 FQY FQY MH: 10 MH: 10 FQY SCL MH: 18 FQY MH: 10 MH: 18 SCL SCL MH: 18 SCL MH: 18 MH: 18 SCL FQY MH: 10 SCL MH: 18 SCL MH: 18 FQY MH: 10 FQY MH: 10 MH: 10 FQY SCL MH: 18 MH: 18 SCL MH: 7.5 LCL LCL MH: 7.5 MH: 7.5 LCL MH: 7.5 LCL PL MH: 6 MH: 6 PL PL MH: 6 MH: 6 PL PL MH: 6 PL MH: 6 MH: 0 L L MH: 0 L MH: 0 MH: 0 L MH: 0 L MH: 0 L MH: 0 L MH: 0 L MH: 0 L MH: 0 LL MH: 0 PL MH: 6 PL MH: 6 MH: 6 PL S MH: 15 S MH: 15 S MH: 15 MH: 12 FQPT FQPT MH: 12 FQPT MH: 12 FQPT MH: 12 FQPT MH: 12 FQPT MH: 10 MH: 12 FQPT FQPT MH: 12 LCL MH: 7.5 MH: 24 S S MH: 24 S MH: 16 S MH: 16 MH: 10 FQY MH: 6 PL PL MH: 6 MH: 0 L L MH: 0 MH: 0 L MH: 0 L MH: 0 L MH: 0 L 0.18 0.31 0.33 0.17 0.07 0.11 0.16 0.17 0.12 0.18 0.19 0.15 0.12 0.16 0.10 0.06 0.06 0.07 0.14 0.12 0.17 0.29 0.31 0.23 0.14 0.15 0.27 0.37 0.25 0.14 0.12 0.18 0.32 0.33 0.18 0.09 0.19 0.32 0.29 0.16 0.13 0.10 0.10 0.13 0.17 0.18 0.16 0.16 0.18 0.26 0.32 0.24 0.34 0.26 0.21 0.19 0.20 0.21 0.20 0.77 0.46 0.29 0.21 0.19 0.21 0.26 1.80 0.80 0.41 0.28 0.22 0.25 0.36 1.27 0.59 0.36 0.29 0.26 0.35 0.94 0.52 0.30 0.24 0.23 1.27 0.60 0.32 0.22 0.17 0.11 0.23 0 .05 0.06 0.13 0.28 0.06 0.07 0.09 0.08 0.06 0.07 0.10 0.08 0.08 0.13 0.11 0.12 0.11 0.14 0.24 0.11 0.12 0.21 0.14 0.12 0.16 0.06 0.07 0.08 0.33 0.28 0.17 0.13 0.11 0.07 0.06 0.06 0.06 0.13 0.14 0.22 0.23 0.15 0.12 0.11 0.11 0.10 0.09 0.09 0.10 0.13 0.11 0.09 0.09 0.10 0.14 0.13 0.14 0.14 0.13 0.09 0.08 0.08 0.10 0.10 0.08 0.09 0.19 0.77 0.39 0.24 0.68 0.38 0.25 0.18 0.31 0.2 0 .3 0.4 0.4 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.2 VEHICLE USE AREA (DRIVEWAY) Area = 8042 Sq.ft Total Watts = 0 LPD = 0.000 Watts/Sq.ft SITE LIGHTING PLAN SL 1.00 45 APP. BY: DRW BY: DATE: BEVOLO GAS & ELECTRIC LIGHTS BRACKET: LIGHT: REVISION:11-7-19 JJG FRENCH QUARTER POST MOUNT & COLUMN MOUNT SIZE: NOTES: 1. MOUNTING HARDWARE SUPPLIED BY OTHERS 2. FIXTURES ARE HANDCRAFTED. DIMENSIONS MAY VARY PLUS OR MINUS 1 4" 3. ELECTRIC LIGHTS SUPPLIED WITH 18/2 WIRE WITH GROUND 4. GAS LIGHTS SUPPLIED WITH 4" GAS NIPPLE AND 1 8 IP x 1 4" GAS LINE ADAPTOR COPYRIGHT 2019, BEVOLO GAS & ELECTRIC LIGHTS. DRAWINGS & DESIGNS ARE OWNED BY BEVOLO AND REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF BEVOLO GAS & ELECTRIC LIGHTS. DRAWINGS AND DESIGNS SHALL NOT BE DUPLICATED IN WHOLE OR PART. 18" 20 3 4" 21"24" 28 1 4" 23 1 2" 29 1 4" 27"30" 33 5 8" 36" 40" A: B: C: D: E: F: 10 1 2"11 1 2"13 1 4"14 1 2" 17 1 2" 21 1 2" 5"x5"5"x5" 5"x5" 5"x5" 5"x5" 5"x5" 3"3"3" 3" 3"3" 7 5 8"9 3 8"12 3 8" 11 7 8"14 1 2"17 3 8" 10 1 8"11 1 8" 12 7 8" 14 3 8" 16 1 8"19 5 8" 7 JJG FRONT VIEWSIDE VIEW (NTS)(NTS) E F BEVOLO (NTS- BRACKET ONLY) 2 7 8" (OUTSIDE DIAMETER) C 3" (INSIDE DIAMETER) B A (NTS- BRACKET ONLY) ISOMETRIC VIEW-POST MOUNT D NOTE 3 NOTE 4 ISOMETRIC VIEW-COLUMN MOUNT ADAPTOR TYPE FQPT 46 APP. BY: DRW BY: DATE: BEVOLO GAS & ELECTRIC LIGHTS BRACKET: LIGHT: REVISION:3-11-25 JJG FRENCH QUARTER YOKE SIZE: NOTES: 1. MOUNTING HARDWARE SUPPLIED BY OTHERS 2. FIXTURES ARE HANDCRAFTED. DIMENSIONS MAY VARY PLUS OR MINUS 1 4" 3. ELECTRIC LIGHTS SUPPLIED WITH 18/2 WIRE WITH GROUND 4. GAS LIGHTS SUPPLIED WITH 3 16" COPPER GAS LINE AND 3 16" x 1 4" GAS LINE ADAPTOR 14" 20" 18" 23 1 4" 21"24" 30" 25 5 8" 32 1 2" 27"30" 37 3 8" 36" 45 3 8" A: B: C: D: E: F: 15 7 8"17 1 4"20 1 2"21 7 8" 25 7 8"31" 9 7 8" 14 1 4" 11 1 4" 12 1 8" 14 3 8" 15 1 4"18 1 4"22 1 4" 6 1 4"7 5 8"9 3 8"12 3 8" 11 7 8"14 1 2"17 3 8" 8"10 1 8"11 1 8" 12 7 8" 14 3 8" 16 1 8"19 5 8" 13 JJG A FRONT VIEWSIDE VIEW (NTS)(NTS) B E F BEVOLO C D NOTE 4 NOTE 3 ISOMETRIC VIEW (NTS- BRACKET ONLY) VARIES VARIESVARIES VARIESVARIES VARIES VARIES 5" x 5" x 1" BOX PLATE COPYRIGHT 2025, BEVOLO GAS & ELECTRIC LIGHTS. THIS DRAWING AND ANY DESIGN OR DATA CONTAINED THEREIN ARE CONSIDERED PROPERTY OF BEVOLO GAS AND ELECTRIC LIGHTS. NEITHER THE DRAWING NOR ITS CONTENT MAY BE COPIED, REPRODUCED, OR EDITED TO A LIKENESS WITHOUT THE WRITTEN CONSENT OF BEVOLO GAS AND ELECTRIC LIGHTS. 47 PRODUCT SPECIFICATIONS © Copyright 2019, VOLT® Lighting, Lutz, FL USA 33549 • All rights reserved • 813.978.3700 www.voltlighting.com Project Name __________________________________ Date ___________ Type or Model __________________________________ Qty ____________ VOLT® Low Voltage Landscape Lighting Flat Hat 7” Path & Area Lights – 320 Series The Flat Hat 7” Path & Area Light is a high-quality outdoor light that is great for illuminating smaller areas. Featuring a tall stem and a simple, yet attractive hat; this luminaire projects a beam of illumination with a diameter of 12 ft. Two versions are available – one constructed of solid brass, the other of copper. Corrosion-resistant internal components and an easy-to-change bulb socket-and-enclosure ensure years of optimal performance – carries a lifetime warranty. ◗ Solid Brass or Copper Construction. ◗ Pre aged patina or powder coated finish. ◗ Stem is 1-inch thick and includes extra-long (1-inch) strip resistant threading for greater stability. ◗ Beryllium copper socket – more corrosion resistant than copper. ◗ Silicone plug at lead wire exit prevents ground moisture and insects from entering luminaire through the stem. ◗ Machine threaded body screws tight onto an O-ring for a moisture tight design. Product Description Features & Benefits Product Dimensions ◗ Construction: Solid Brass or Solid Raw Copper ◗ Finish: Bronze, Powder Coated Black, or Raw Copper ◗ Lead Wire: 4’ (standard) or 25’ (optional) 18AWG ◗ Mounting: 10” Hammer® Stake with cutout for wire exit ◗ Lens: Clear protective polycarbonate lens ◗ Light Source (sold separately): Bi-Pin (LED or Halogen) ◗ Operating Voltage: 12V AC ◗ Powered by: VOLT’s Low Voltage Transformer Specifications Lifetime Warranty Warranty File #E466348 Certifications File #E466348LISTED Max 20 Watts Max 20 Watts 7” 21 1/4” 2 3/4” TYPE L 48 APP. BY: DRW BY: DATE: BEVOLO GAS & ELECTRIC LIGHTS BRACKET: LIGHT: REVISION:10-25-23 JJG COACH HOUSE FLUSH MOUNT SIZE: NOTES: 1. MOUNTING HARDWARE SUPPLIED BY OTHERS 2. FIXTURES ARE HANDCRAFTED. DIMENSIONS MAY VARY PLUS OR MINUS 1 4" 3. ELECTRIC LIGHTS SUPPLIED WITH 18/2 WIRE WITH GROUND 4. GAS LIGHTS SUPPLIED WITH 3 16" COPPER GAS LINE AND 3 16" x 1 4" GAS LINE ADAPTOR 14" 18"20" 16" 22" 26" A: B: C: E: F: 10 1 8" 10 1 8" 10 1 8" 7 1 4" 7 1 4" 7 1 4" 8" 8" 8" 10 1 8"12 1 8"18 1 8" 4 JJG C F E NOTE 4 NOTE 3 BEVOLO (NTS) FRONT VIEW A B 18" 21" 8 3 4" 6" 6 1 4" 14 3 4" (NTS) SIDE VIEW COPYRIGHT 2023, BEVOLO GAS & ELECTRIC LIGHTS. THIS DRAWING AND ANY DESIGN OR DATA CONTAINED THEREIN ARE CONSIDERED PROPERTY OF BEVOLO GAS AND ELECTRIC LIGHTS. NEITHER THE DRAWING NOR ITS CONTENT MAY BE COPIED, REPRODUCED, OR EDITED TO A LIKENESS WITHOUT THE WRITTEN CONSENT OF BEVOLO GAS AND ELECTRIC LIGHTS. FLUSH MOUNTED GAS FIXTURES CANNOT BE MOUNTED TO ANY COMBUSTIBLE MATERIALS INCLUDING WOOD,VINYL, PVC OR COMPOSITES TYPE LCL 49 Project / Job Name: Location: Fixture Type: Notes: S12429 - 12.5 Watt A19 LED Filament; Clear; Medium Base; 2700K; 90 CRI; 120 Volt SATCO.COM | 800-437-2826 © Satco Products, Inc. All rights reserved 2026 GENERAL Company SATCO EA Height 4.96 EA Width 2.52 EA Length 2.52 Candle Power 100.0 Lamp Filament LED Filament Material Aluminum / Glass Fixture Type Type A Status Active Style Traditional CCT Selectable No Wattage Selectable No Finish Family Clear Additional Info S11360 (JA8/T24) for CA / S12429 (T20 only) Amps 0.104A Has Camera No IOT Enabled No Lens Finish Clear Lens Material Glass Operating Position Universal Power Factor 0.7 SDS Class LED_Lamp Indoor Outdoor Indoor, Outdoor Product Technology LED Incandescent Equivalent 100W ELECTRICAL CCT (Kelvin Temp) 2700K Dimmable Yes-Dimmable Hours Rated 15000 Beam Angle (degree) 320 Color Temp Warm White CRI 90+ Dimming Type 120V only, Phase cut Operating Frequency 60Hz Operating Temp -4F to +104F (-20C to +40C) Lumens 1500L Volts 120v Watts 12.5W PHYSICAL Lamp Base Medium Finish Clear Housing Color None ANSI Base E26 Lamp Type A19 MOD Lamps 2.36 MOL 4.41 ADDITIONAL INFO Warranty 2-Years Rated For Enclosed Fixture No PACKAGING UPC 045923124297 Case Cube 0.6979 Case Height 6.1 Case Length 22.83 Case Quantity 24 Case UPC 10045923124294 Case Weight 4.85 Case Width 8.66 EA Cube 0.0182 EA Height 4.96 EA Length 2.52 EA Quantity 1 EA Weight 0.15 EA Width 2.52 Inner Cube 0.1366 Inner Height 5.31 Inner Length 8.07 Inner Quantity 6 Inner UPC 20045923124291 Inner Weight 1.05 Inner Width 5.51 Pack Type Color Box Web Length 4.41 Web Width 2.36 COMPLIANCE FCC Compliant Yes Location Rating Wet ROHS Compliant Yes Safety Listing cULus - Certified, cULus - Listed California Ban Lawful for sale DLC Approved No Title 20 Yes T24/JA8 Compliant No 50 D SIDE VIEW NOTE 3 E F C APP. BY: DRW BY: DATE: BEVOLO GAS & ELECTRIC LIGHTS BRACKET: LIGHT: ISOMETRIC VIEW FRONT VIEW REVISION:3-20-25 JJG NAUTICAL STANDARD WALL MOUNT (NTS-BRACKET ONLY) SIZE: NOTES: 1. MOUNTING HARDWARE SUPPLIED BY OTHERS 2. FIXTURES ARE HANDCRAFTED. DIMENSIONS MAY VARY PLUS OR MINUS 1 4" 3. ELECTRIC LIGHTS SUPPLIED WITH 18/2 WIRE WITH GROUND 4. GAS LIGHTS SUPPLIED WITH 3 16" COPPER GAS LINE AND 3 16" x 1 4" GAS LINE ADAPTOR (NTS)(NTS) 4" x 4" BACK PLATE 15" 18 3 8" 18" 21 3 8" 24" 27 3 8" A: B: C: D: E: F: 9 1 2" 9 1 2" 11 5 8" 9 1 2" 11 5 8" 11 5 8" 2 1 8" 2 1 8"2 1 8" 9 3 8"9 3 8"9 3 8" 9"12"18" 6 JJG BEVOLO A B NOTE 4 5" x 5" BACK PLATE COPYRIGHT 2025, BEVOLO GAS & ELECTRIC LIGHTS. THIS DRAWING AND ANY DESIGN OR DATA CONTAINED THEREIN ARE CONSIDERED PROPERTY OF BEVOLO GAS AND ELECTRIC LIGHTS. NEITHER THE DRAWING NOR ITS CONTENT MAY BE COPIED, REPRODUCED, OR EDITED TO A LIKENESS WITHOUT THE WRITTEN CONSENT OF BEVOLO GAS AND ELECTRIC LIGHTS. 51 TYPE S 52 APP. BY: DRW BY: DATE: BEVOLO GAS & ELECTRIC LIGHTS BRACKET: LIGHT: REVISION:10-25-23 JJG COACH HOUSE FLUSH MOUNT SIZE: NOTES: 1. MOUNTING HARDWARE SUPPLIED BY OTHERS 2. FIXTURES ARE HANDCRAFTED. DIMENSIONS MAY VARY PLUS OR MINUS 1 4" 3. ELECTRIC LIGHTS SUPPLIED WITH 18/2 WIRE WITH GROUND 4. GAS LIGHTS SUPPLIED WITH 3 16" COPPER GAS LINE AND 3 16" x 1 4" GAS LINE ADAPTOR 14" 18"20" 16" 22" 26" A: B: C: E: F: 10 1 8" 10 1 8" 10 1 8" 7 1 4" 7 1 4" 7 1 4" 8" 8" 8" 10 1 8"12 1 8"18 1 8" 4 JJG C F E NOTE 4 NOTE 3 BEVOLO (NTS) FRONT VIEW A B 18" 21" 8 3 4" 6" 6 1 4" 14 3 4" (NTS) SIDE VIEW COPYRIGHT 2023, BEVOLO GAS & ELECTRIC LIGHTS. THIS DRAWING AND ANY DESIGN OR DATA CONTAINED THEREIN ARE CONSIDERED PROPERTY OF BEVOLO GAS AND ELECTRIC LIGHTS. NEITHER THE DRAWING NOR ITS CONTENT MAY BE COPIED, REPRODUCED, OR EDITED TO A LIKENESS WITHOUT THE WRITTEN CONSENT OF BEVOLO GAS AND ELECTRIC LIGHTS. FLUSH MOUNTED GAS FIXTURES CANNOT BE MOUNTED TO ANY COMBUSTIBLE MATERIALS INCLUDING WOOD,VINYL, PVC OR COMPOSITES 53 Page 1 STAFF REPORT Date: July 21, 2026 To: Plan Commission Re: Site Plan and Architectural Review; Friends of the Ice Rink/Sister Bay Sports Complex; 2155 Autumn Court Author(s): Benjamin Andrews, Village Administrator PROJECT OVERVIEW The applicant, Friends of the Sister Bay Ice Rink, Inc., proposes improvements to the existing Sister Bay Ice Rink located at 2155 Autumn Court. The project includes the construction of a 1,620 ‑square‑foot heated storage garage measuring 54 feet by 30 feet, along with installation of a new refrigerated ice rink slab and chiller system to modernize the facility and extend seasonal operations. According to the narrative submitted by Keller, Inc., the improvements will allow the facility to operate more effici ently, protect valuable equipment, and preserve year ‑round functionality for community events. The applicant emphasizes that the garage has been designed with wood ‑frame construction and exterior materials consistent with existing park structures, includin g LP SmartSide siding in neutral tones and asphalt shingles. Access to the building will be provided through two pedestrian doors and three overhead doors designed to accommodate the Zamboni and other maintenance equipment. The applicant provided a standard zoning permit application that includes building dimensions, construction details, and project description. The building height is approximately 23 feet, confirms single‑story wood‑frame construction, and has a building footprint of 1,620 square feet. A parcel survey was submitted showing the 15.720 ‑acre property along Autumn Court. The conceptual site plan and associated engineering drawings depict the proposed garage location, chiller equipment yard, access route, and utility connections. Architectural elevations were included and illustrate full bu ilding façades with identified materials, trim, colors, roof pitch, and door placements. The landscaping and lighting plans were not included in the materials provided. SITE PLAN REVIEW The project proposes to place the storage garage at the southeast corner of the existing tree line. This placement is intended to minimize utility trenching, reduce construction disruption, and maintain natural screening between the new structure and public areas. Immediately north of the garage, the chiller system will be housed on a concrete pad and enclosed by a cedar privacy fence. Only minimal tree removal is expected, limited to clearing a narrow access drive for the Zamboni to move between the ice rink slab and the garage. The project preserves significant open green space. The site plan has compliant placement of principal and accessory structures. The required 50-foot side and rear setbacks for buildings in this area of the site are compliant for the proposed locations of garage and chiller equipment. The area selected for construction is relatively flat and suitable for development of the proposed uses. 54 Page 2 The improvements are designed to enhance maintenance operations without disrupting public circulation. The narrow access drive between the garage and rink slab is specifically intended for the Zamboni and similar equipment, and no changes are proposed to public parking or ballfield access routes. The conceptual site plan shows that existing parking facilities remain untouched. The design also ensures movement pathways for service vehicles remain safe and efficient. Utility diagrams included in the engineering sheets illustrate the locations of stormwater and sanitary sewer extensions, catch basins, and manholes. The narrative explains that the existing concrete ice rink slab must be fully removed and replaced, as bui lding the new refrigerated slab atop the old would raise the rink surface 12 to 18 inches, creating serious drainage issues, safety hazards for skaters, and operational challenges for equipment access. These design s appear to be consistent with land‑disturbance standards. ARCHITECTURAL REVIEW The architectural elevations submitted display a simple but functional design consistent with existing municipal and park structures. The garage will use LP SmartSide siding and trim in earth-toned colors, with black asphalt roof shingles . Pre ‑finished aluminum fascia and soffit materials are incorporated for durability and visual continuity. The structure features a 6:12 roof pitch . Overhead doors sized at 12 feet by 12 feet allow equipment entry, and pedestrian man doors are provided for personnel access. The chiller system will be fully enclosed by a cedar privacy fence with a maximum height of eight feet, as shown on the conceptual site plan. This screening provides visual buffering and noise mitigation and is consistent with typical accessory structure a nd mechanical screening standards. The fence also protects equipment from public access and weather exposure. FINDINGS Village Staff find that the proposed improvements meet the essential criteria for Site Plan and Architectural Review. The project appropriately supports public recreational use within the P ‑1 zoning district and is compatible with the surrounding park environment . The building design uses suitable materials that align with existing architectural standards for municipal structures. Site placement preserves natural screening and avoids disruption to established recreational facilities. Stormwater and utility conside rations have been addressed through engineering documentation and narrative explanations. The primary deficiencies in the application concern the absence of required landscaping and lighting plans. 55 NAMES & MAILING ADDRESSES Applicant’s Name: (Property Owner) Contractor Name: Street Address Street Address City  State  Zip Code City  State  Zip Code Home Phone __________________________________________________ Cell Phone __________________________________________________ Business Phone __________________________________________________ Cell Phone __________________________________________________ Email __________________________________________________ Email __________________________________________________ Parcel Identification Number (PIN) Is this property connected to public water?  No  Yes Street Address of Property in Sister Bay Is this property connected to public sewer?  No  Yes PROPOSED PROJECT Type of Construction Project Details (Please check/complete ALL that apply below) Lot Size(Ft.): __________ by _________  Home  Pool  Commercial Total Lot Area (Sq. Ft.) _______________  Fence  Single family  Attached Garage Building Length _________ Building Width ___________  Deck  Multi-family  Detached Garage Building Footprint (Sq. Ft.) ______________  Shed  Boathouse  Addition (Describe below) Number of Stories _______________  Other_________________________________________ Please Provide a Brief Description of Your Project: ____________________________________________________________ Height (Roof Peak) ___________ (Primary Roof) Type of Construction ________________________________ ________________________________________________ ________________________________________________ __________________________________________________ Estimated Cost $________________ Please attach all the plans listed on the attached sheets. CERTIFICATION I, the undersigned, hereby apply for a Land Use Permit and certify that all the information both above and attached is true a nd correct to the best of my knowledge. I affirm that all work performed will be done in accordance with the Sister Bay Zoning Code and with all other applicable laws and regulations. I hereby authorize the Zoning Administrator to enter the above-described property for purposes of obtaining information pertinent to my application request and to conduct land use code ins pections. Signature ______________________________________________________ Date __________________________ ♦ AREA BELOW THIS LINE FOR OFFICE USE ONLY ♦  APPROVED  DENIED Plan Commission Review Date: ____________ Zoning Administrator: _____________________________ Date: _____________________ CONDITIONS OF APPROVAL: Utilities Approval: ________________________________ Utilities Representative Estimated Impact Fee: ______________ Date: __________________ (Based on information provided by builder) ▼ THIS AREA FOR OFFICE USE ONLY ▼ Zoning Permit Fee: Permit Issued Date Standard Zoning Permit Application Village of Sister Bay 2383 MAPLE DRIVE • SISTER BAY, WI 54234 PHONE: (920) 854-4118 • FAX: (920) 854-9637 E-MAIL: INFO@SISTERBAYWI.GOV WEB SITE: WWW.SISTERBAYWI.GOV SISTERBAYRINK@GMAIL.COM 920-915-9880 1968 HWY ZZ FRIENDS OF THE SISTER BAY ICE RINK, INC. 684,783 2155 AUTUMN COURT 181-00-04312833B SISTER BAY, WI 54234 VILLAGE OF SISTER BAY (PROPERTY OWNER) X X 250,000 5B - Wood-Frame Building 23' 1 1,620 30' 54' ICE RINK EQUIPMENT STORAGE GARAGE X LFERRIE@KELLERBUILDS.COM 262-825-7560 262-250-9710 KAUKAUNA, WI 54130 N216 STATE ROAD 55 KELLER INC. Docusign Envelope ID: 7FA82D4B-971B-8E6B-8322-CAEB7F9BD001 7/15/2026 56 SISTER BAY PROJECT CHECKLIST Before ANY applications will be considered this Permit/Application form must be completed and the following documents must be submitted to the employees in the Village Administration Office. (The only exception will be “Early Start” Permits) • The Attached Wetland Acknowledgment must be completed and signed by the property owner. • Site Plan, showing location of all existing and proposed structures with setback distances depicted on the plan. A recent or updated survey may be required after initial review by Staff. • Architectural Plan, showing all 4 sides of the building, as it will be constructed. Renderings need to be in color and ACTUAL SAMPLES OF COLORS AND MATERIALS MUST BE SUBMITTED. • Landscaping Plan, showing location of all plants, landscaping features, fences, or accessories. A plant species list should be attached and referenced on the plan. • Parking Plan, showing location of all parking improvements, pavement markings and signs and the number of parking stalls which will be provided. • Lighting Plan, showing location of all exterior lights. Copies of proposed fixtures should be attached, with a calculation of lumens of output from the fixtures. All plans must conform to the Village’s performance standards section of the Zoning Code regarding light trespass. Approval by the Plan Commission and/or staff does not constitute an engineering approval, and lights found to be in violation of the Village Code will be required to be removed or replaced at the owner’s expense regardless of any approvals received from the Village. • Drainage Plan, lots in excess of 1 acre will need to meet State of Wisconsin standards, and require engineering approval. Lots less than 1 acre in size will be evaluated on a case by case basis by staff, and, if appropriate, approved by the Plan Commission. • Floor Plans including a foundation plan • Building Plans, showing the interior of the proposed structure. These plans include HVAC, plumbing, and electrical plans. • For New Construction – A Complete Water & Drainage Fixture Unit Listing Must Be Provided – A licensed plumber will need to evaluate your plans, and submit a complete Water and Drainage Fixture Unit List, so that REU calculations can be made by the Utilities Director. Any and all impact fees must be paid and a final Utilities inspection conducted before a water meter will be installed. • For Remodeling Projects – Before any permits will be issued a licensed plumber will need to evaluate your plans, and submit a complete Water and Drainage Fixture Unit List so that REU calculations can be made by the Utilities Director. Any and all impact fees must be paid before any remodeling commences. • Other plans as requested by Village Staff. __________________________________________________________________________________________ PLEASE SEE THAT THE REQUIRED FEE IS SUBMITTED ALONG WITH YOUR ZONING PERMIT APPLICATION. IF YOU HAVE ANY QUESTIONS REGARDING WHAT THAT FEE WILL ACTUALLY BE, PLEASE CONTACT THE ADMINISTRATIVE ASSISTANT, AT 920-854-4118. Thank you for your anticipated cooperation. If you have any questions regarding impact fees please call the WWTP at 920-854-2246. If you have any questions regarding Building Permits please call the Building Inspector at 920-495-3232 57 WETLAND NOTICE AND ACKNOWLEDGEMENT According to 2009 Wisconsin Act 373, no permit may be issued until the property owner signs the statement below acknowledging that s/he received the following notice: You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources wetlands identification web page at http://dnr.wi.gov/wetlands/locating.html or contact the Department of Natural Resources service center. By signing this form, I acknowledge I have received this notice. Print Property Owner Name ____________________________________ Property Owner Signature / Date ___________________________________ Property Identification Number _________________________________ Address of property / parcel ______________________________________________________ ______________________________________________________________________________ Quick Reference Official’s Contact List: BENJAMIN ANDREWS – Zoning Administrator - E-Mail: administrator@sisterbaywi.gov / Tele: 920-421-4457 MEGAN BARNES – Utilities Director - E-Mail: megan.barnes@sisterbaywi.gov / Tele: 920-854-2246 BRETT GUILETTE – Building Inspector - E-Mail: brettg.isllc@gmail.com / Tele: 920-495-3232 DOOR COUNTY SANITARIAN – Telephone: 920-746-2308 58 PHONE 262.250.9710 1.800.236.2534 FAX 262.250.9740 WEB SITE www.kellerbuilds.com ADDRESS W204 N11509 Goldendale Road Germantown, WI 53022 July 24, 2026 Village of Sister Bay 2383 Maple Drive Sister Bay, WI 54234 Dear City Plan Commission Members, Project Overview This application requests approval for the construction of a 1,620 -square-foot (54' x 30') heated storage garage and associated ice rink infrastructure upgrades at the existing Sister Bay Ice Rink. The proposed improvements will: • Modernize the community facility. • Extend the seasonal ice-skating window. • Streamline daily maintenance and seasonal operations. • Secure and protect valuable equipment. • Preserve the park's multi-use functionality for year-round community events. Building Design & Aesthetics The proposed storage garage has been carefully designed to harmonize with the natural landscape and match the existing architectural character of Sister Bay’s municipal and park facilities. • Construction & Dimensions: Wood -framed construction measuring 54 feet by 30 feet (1,620 sf). • Exterior Siding: LP SmartSide finished in neutral, earth-tone colors. • Roofing: High-quality asphalt roof shingles selected to match neighboring park structures. • Access points: o Two (2) pedestrian man doors for safe, convenient personnel access. o Three (3) overhead doors to efficiently accommodate maintenance vehicles, the Zamboni, and other rink equipment. Site Layout & Environmental Integration The building’s proposed footprint was strategically chosen to balance operational efficiency, fiscal responsibility, and environmental preservation: • Strategic Placement: Located at the southea st corner of the existing tree line. This positions the structure as close to municipal utilities as possible, significantly minimizing utility trenching, connection costs, and general ground disruption. • Natural Screening: Nestling the building against the existing tree line naturally screens the structure from surrounding public areas and neighboring sightlines. • Chiller Pad & Screening: The chiller pad for the proposed new ice rink coiling system will be situated directly north of the building. To maintain a clean aesthetic and provide noise mitigation, the units will be fully enclosed by a cedar privacy fence. 59 PHONE 262.250.9710 1.800.236.2534 FAX 262.250.9740 WEB SITE www.kellerbuilds.com ADDRESS W204 N11509 Goldendale Road Germantown, WI 53022 • Minimal Tree Removal: Tree removal is strictly limited to the absolute minimum required to clear a narrow access drive running from the ice rink slab to the storage garage, specifically designed to allow the Zamboni and other equipment to transition smoothly. • Preservation of Summer Activities: The building's tight orientation to the tree line preserves open green space, limiting any impact on parking or outfield space used for baseball games and other community events during the summer months. Ice Rink Slab A key component of this project is the modernization of the ice rink surface itself to support a more reliable skating season. The project team proposes to fully remove and excavate the existing concrete ice rink slab to install a new, state-of-the-art coiling system. Alternative Considered The design team initially evaluated building the new rink system directly on top of the existing concret e slab. However, this approach would raise the finished surface of the ice rink 12 to 18 inches above the existing grade. Raising the slab to this height would trigger: 1. Significant drainage and runoff issues on the site. 2. Severe safety hazards for skaters transitioning off the ice. 3. Complex logistical challenges for heavy maintenance equipment (including the Zamboni) entering and exiting the ice. Full excavation and slab replacement is the only viable option to ensure a flush, safe, and hydraulically sound installation. Thank you for your time and consideration of this donor funded investment in the Sister Bay community. 60 PHONE 262.250.9710 1.800.236.2534 FAX 262.250.9740 WEB SITE www.kellerbuilds.com ADDRESS W204 N11509 Goldendale Road Germantown, WI 53022 APPLICANT Friends of the Sister Bay Ice Rink, Inc. Myles Dannhausen Jr. (President) 1968 Hwy ZZ, Sister Bay, WI 54234 920-915-9880 sisterbayrink@gmail.com ARCHITECT/ Keller, Inc. BUILDER Logan Ferrie (Commercial Project Manager) Eric Bauman (Project Architect) W204 N11509 Goldendale Road Germantown, WI 53022 262-825-7560 lferrie@kellerbuilds.com ebauman@kellerbuilds.com CIVIL Stantec ENGINEER Skyler Witalison P.E. 312 N. 5th Ave. Sturgeon Bay, WI 54235 920-298-1763 skyler.witalison@stantec.com 61 Autumn Court N 89°41'57" E N 89°41'57" E 199.58' 425.85' BLACKTOP Site Sketch LOCATED PARTLY IN: THE SW 1/4 OF THE SW 1/4, AND THE SE 1/4 OF THE SW 1/4 OF SECTION 4, T. 31 N., R. 28 E., VILLAGE OF SISTER BAY, DOOR COUNTY, WISCONSIN S 02°16'54" E 175.12 N 89°41'57" E 901.78' 머 METAL FENCE N 02°16'54" W 225.14' N 89°41'57" E 268.78' 모 미 W. LIW N 02°05191279.03' N 02°05'19" W 605.92' DESCRIPTION: TAX PARCEL NO. 181-00-04312833B _ A tract of land located partly in the Southwest one-quarter of the Southwest one-quarter, and partlyin the Southeast one-quarter of the Southwest one-quarter of Section 4, Township 31 North, Range 28 East, Village of Sister Bay, Door County, Wisconsin and described as follows: Commencing at the Southwest corner of said Section 4, thence N 02°05'19" W along the West line of the Southwest one-quarter 1279.03 feet, thence continue N 89°41'57" E 425.85 feet to the point of beginning, thence continue N 89°41'57" E 199.58 feet, thence S 02°16'54" E 175.12 feet, thence N 89°41'57" E 901.78 feet, thence N 02°16'54" W 225.14 feet, thence N 89°41'57" E 268.78 feet. thence S 02°22'40" E 657.09 feet, thence N 89°50'50" W 471.31 feet. thence S 89°31'41" W 902.03 feet, thence N 02°05'19" W 605.92 feet to the point of beginning. Said tract contains 15.720 acres of land. 260.23 SW CORNER SEC. 4-31-28 W 1/4 S 89°55'39" W 2660.90 PREPARED FOR: CURRENT OWNER: VILLAGE OF SISTERBAY 2155 AUTUMN COURT SISTER BAY, WI 54234 PREPARED BY: BRIAN FRISQUE SURVEYS INC. SM W. LINE -SE THSW 1 E. LINE-SW 1/4-SW BRIAN D. FRISQUE PROFESSIONAL LAND SURVEYOR 3121 MATHEY ROAD STURGEON BAY, WI 54235 (920) 743-7183 OLD WOOD FENCE/TREELINE641.80' S 89°31'41" W 902.03' EX. 1-1/4" IP (LEANING) S 1/4 CORNER SEC. 4-31-28 SURVEYOR'S NOTES: BEARINGS REFERENCED TO THE SOUTH LINE OF THE SW 1/4 OF SECTION 4-31-28 BEARING N 89°55'39" E BASED FROM PREVIOUS SURVEYS. IMPROVEMENTS ON THE SUBJECT PROPERTY ARE NOT SHOWN FOR THE PURPOSE OF THIS SURVEY. N (FEET) 0 50 100 SCALE: 1" = 100' LEGEND PARCEL INFO: VILLAGE OF SISTER BAY DOC. #409928 684,783 SQ FT. 15.720 AC. TAX PARCEL NO. 181-00-04312833B = U.S. PUBLIC LAND SURVEY CORNER = EXISTING 1" IRON PIPE (UNLESS NOTED) ANCIENT WIRE AND STONE FENCE/TREELINE N 89°50'50" W 471.31' 11-28-2022ISCONS BRIAN D.ERISOFRISQUE S-2429 Sturgeon Bav -AND ☑ EX. 1-1/4 IPLOCATE1-1/4" IP LOCATED S 88°16'06" E 1.05' FROM EX. 1" IP S 02°22'40" E 657.09 JOB#: 11-28-2022 D-112222D2.dwg Drawn By: J.J.B. : D-112222D2 022710 62 200.0' 50' SIDE/REAR SETBACK - PRINCIPLE & ACCESORY 200.0' 200.1' 200.0' STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM PARKING LOT 4"SAN 4"SAN FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM NEW SAN MH 03 RIM=624.30 8" INV IN=612.45 (N) 8" INV OUT=612.45 (W) 205'-8" PVC @ 0.41% NEW SAN MH 04 RIM=627.00 8" INV IN=617.00 (NE) 8" INV OUT=617.00 (S) 324'-8" PVC @ 1.40% 8+00 9+00 10+00 11+00 12+00 13+00 MH MH 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 4"SAN 4"SAN 4"SAN 29'-4" PVC @ 2.08% 4"SAN 4"SAN 628.60628.42 627.04 627.71627.73 627.75627.63 627.04 627.00 627.08 627.22627.10 627.13 627.05 627.10 627.15 627.06 627.05 627.04 627.03626.99 627.01 627.05626.95 626.91 626.95 627.01 626.99 627.09626.95 627.08 627.03 627.10 627.10 627.40 627.04 627.09 627.09 627.04 627.08 626.97 628.71 627.11627.02627.09 628.42628.26 626.96626.98 627.67 627.56 628.14 628.07 628.00627.99628.08 BL 628.41628.46628.36 628.31628.66 BL 628.49BL 628.48 BL 628.17628.43 628.24628.16 628.25 BL 628.31 627.86 628.46 628.72 628.65628.64 628.62628.73 628.93 628.71 628.52 628.52628.62 628.44 628.29 627.75627.78 628.52 628.53 628.62 628.58 628.21 627.55 627.36 627.53627.36627.18627.09 626.70 627.39 627.16 627.68 628.12 627.99 628.12 627.51 627.52 626.76 626.26 626.34 626.28 626.81 626.96 627.04 627.35 627.47 627.69 628.25 628.56 628.82628.89 628.52 627.81 627.70 627.62 627.62 628.02 628.46 STM MH RIM=626.20 INV=625(?) STM OUTLET INV=620.64 1,800 SF SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED Plot Date: 06/17/2026 - 3:10pm Drawing name: C:\Users\switalison\appdata\local\temp\AcPublish_33440\193806896_VOSB_ICE RINK_ENG.dwg Xrefs:, SHEET BORDER.dwg, VOSB_ICE RINK_COUNTY DATA.dwg, SANITARY_SURV_V200.dwg, 193806896_VOSB_SPORTS COMPLEX SANITARY_PIPE NETWORK, R-100 RINK PLAN, 193806896_VOSB_ICE RINK_COUNTY DATA THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. 312 N. 5th Avenue Sturgeon Bay, WI 54235 www.stantec.com DATE OF ISSUANCE FRIENDS OF SISTER BAY ICE RINK UPDATED ICE RINKS 193806896 SPORTS COMPLEX AT VILLAGE OF SISTER BAY, DOOR COUNTY, WI 54234 DRAFT 2026.06.17 STANTEC SRW SRW SRW SRW EXISTING CONDITIONS EXIST N 0 20' 40' 63 BUILDING CODE ANALYSIS APPLICABLE CODES 2021 International Building Code (w/ WI Amendments) 2021 IECC 2021 IEBC (Level # Alteration) OCCUPANCY --- Accessory Use ---- Incidental Use ---- High-Piled Combustible Storage YES/NO Hazardous Materials YES/NO Multiple Control Areas YES/NO HEIGHT & AREA Building Height: -'--" Maximum Allowed: -'--" Number of Stories: -- Maximum Allowed: -- Total Building Area: -,--- S.F. Maximum Allowed: -,--- S.F. Total Fire Area: -,--- S.F. Maximum Allowed: -,--- S.F. Mixed/Separated Occupancies Unlimited Area Building YES/NO CONSTRUCTION TYPE Construction Classification -B Fire Separation Distance -'--" FIRE PROTECTION SYSTEMS Assumed Sprinkler Type -- Fire Alarm System YES/NO MEANS OF EGRESS Occupant Load -- Panic Hardware YES/NO STRUCTURAL DESIGN Risk Category -- Design Loads Roof Live Load -- psf Walk-on IMP Ceiling Live Load -- psf Steel Framing Collateral Load -- psf Wood Truss Top Chord Dead Load -- psf Bottom Chord Load -- psf Mezzanine/Second Floor/Basement Live Load -- psf Point Load (Partition) -- psf Snow Load Criteria Ground Snow Load (Pg) -- psf Exposure Factor (Ce) -- Thermal Factor (Ct) -- Wind Loads Wind Load -- MPH Surface Roughness -- Exposure Category -- Earthquake Load Criteria Soil Site Class -- Ss -- S1 -- PLUMBING SYSTEMS Mens WC Required # Womens WC Required # Drinking Fountain Required # Other Source YES/NO Ambulatory Stall Required YES/NO MECHANICAL SYSTEMS NO SINGLE PIECE OF EQUIPMENT OVER 400,000 BTU NO BOILERS OVER 15 PSI AND 10 HORSEPOWER SITE INFORMATION SITE CONTENT Building Size -,--- S.F. -.--% Hard Surface -,--- S.F. -.--% Green Space -,--- S.F. -.--% Parcel Size (Approx.) -,--- S.F. -.-- Acres Parking Provided -- Stalls Area of Disturbance -,--- S.F. ZONING Property Zoning -- Setbacks FY -'--" SY -'--" RY -'--" Hard Surface Setback -'--" Coverage Limit --% Greenspace Requirement --% Parking Required -- Stalls Refuse Enclosure YES/NO RTU SCREENING YES/NO HOCKEY 85'-0" x 200'-0" HOCKEY 85'-0" x 200'-0" 50' SIDE / REAR SETBACK ASPHALT PAVING 10'-0" 5'-0" 30'-0" PROPOSED NEW ZAMBONI GARAGE 1,620 SF CHILLER ENCLOSURE 88'-5" x 22'-4 1/2" UNDERGROUND MAINS EQUIPMENT YARD CONCRETE PAD GATES FOR SERVICE ACCESS AND SNOW REMOVAL, VERIFY LOCATIONS FENCE, MAXIMUM HEIGHT 8'-0" REMOVE CEDAR TREES FOR DRIVEWAY 54'-0" PROPOSED LP TANK LOCATION 16'-7" 30'-0" 22'-4 1/2" 88'-5" FLOOR AREAS SECOND FLOOR BUILDING & FIRE AREA SQUARE FOOTAGES FIRST FLOOR CANOPIES (COLUMN SUPPORTED) BASEMENT PROPOSED BUILDING AREA SUB-TOTALS MEZZANINES FIRE AREA TOTALS ------ S.F. 1,620 S.F. ------ S.F. ------ S.F. ------ S.F. 1,620 S.F. 1,620 S.F. PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTIONWISCONSIN WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: C1.0 06.17.2026 ACM ------- ------- P26143 ------- PROPOSED FOR: SISTER BAY, SISTER BAY ICE RINK SISTER BAY ICE RINK PROPOSED FOR: SISTER BAY, L. FERRIE E. BAUMAN ------- 2155 AUTUMN COURT 54234 NORTH SHEET INDEX C1.0 CONCEPTUAL SITE PLAN A1.0 FLOOR PLAN, DESIGN SECTION A2.0 BUILDING ELEVATIONS THE LOT DIMENSIONS AND BEARINGS SHOWN ON THIS PLAN ARE INTERPRETED VALUES. BACKGROUND INFORMATION TAKEN FROM LOCAL GIS DATE. AERIAL IMAGERY AND/OR CLIENT PROVIDED INFORMATION, EASEMENTS, STREAMS AND ROADS ARE APPROXIMATE IN NATURE. FOLLOW UP INVESTIGATION WITH STATE AND LOCAL AUTHORITIES AND/OR WITH CERTIFIED SURVEY MAP DATA WHEN AVAILABLE IS REQUIRED. 0' 15' 30' 60' 120' 1" = 30'-0" CONCEPTUAL SITE PLAN 1 06.26.2026 ACM 2 07.09.2026 ACM 3 4 5 6 64 CATCH BASIN 12'-0" x 12'-0" OH DOOR 12'-0" x 12'-0" OH DOOR 6" TRENCH DRAIN 6" TRENCH DRAIN 54'-0" 49'-2" 3'-4" 1'-6" 8'-0" x 14'-0" CONCRETE APRON 30'-0" 30'-0" 3'-2" 3'-4" 2'-6" 12'-0" 9'-0" 54'-0" 3'-0" 3'-4" 1'-6" 12'-0" 2'-0" 12'-0" 20'-2" STORAGE SHELVES STORAGE SHELVES 5" THICK CONCRETE SLAB W/ 10 MIL POLY & 33 / CU. YD. FIBER MESH OVER 6" COMPACTED GRANULAR BASE (COMPLETE) WORKBENCH ELEC. PANEL MISC. / SEASONAL STORAGE BUILDING UTILITIES / MECHANICAL EQUIPMENT ZAMBONI (7'W X 17'L x 8'H) SKID STEER W/ SNOWBLOWER ATTACHMENT (8'W X 13'L x 7'H) HOT WATER HOLDING TANK (200 GALLON) 6" DIA. CONCRETE BOLLARDS, TYPICAL 1 A1.0 __________________ ________________________________ ________________________________ ___________________ 5'-0" x 5'-0" CONCRETE STOOP 5'-0" x 5'-0" CONCRETE STOOP CHILLER ENCLOSURE 88'-5" x 22'-4 1/2" UNIT HEATER ABOVE 12'-0" x 12'-0" OH DOOR 1/8" PER FT. SLOPED CONCRETE FLOOR, TYPICAL4'-0" 5'-0" x 5'-0" CONCRETE STOOP 6'-0"9'-0" 6'-0" 6'-0" 88'-5" 22'-4 1/2" EQUIPMENT YARD CONCRETE PAD GATES FOR SERVICE ACCESS AND SNOW REMOVAL, VERIFY LOCATIONS FENCE, MAXIMUM HEIGHT 8'-0" TYPICAL EXISTING WALL DEMO WALLS WALL KEY NEW WALL/FURRING NEW MASONRY/ VENEER WALL NEW COOLER/ FREEZER WALLS NEW PRECAST WALL FIRE WALL OR FIRE BARRIER NEW IMP WALL NEW FOUNDATION WALL EXISTING MASONRY WALL DEMO MASONRY WALL FINISH FLOOR 100' - 0" TRUSS BEARING 113' - 6" T.O. FOOTING 96' - 0" PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: A1.0 06.17.2026 ACM ------- ------- P26143 ------- PROPOSED FOR: SISTER BAY, SISTER BAY ICE RINK L. FERRIE E. BAUMAN ------- 2155 AUTUMN COURT 54234 1/4" = 1'-0" FLOOR PLAN NORTH 1 06.26.2026 ACM 2 07.09.2026 ACM 3 4 5 6 3/8" = 1'-0"A1.0 1 DESIGN SECTION 65 DOOR & WINDOW VALUES WINDOWS: U VALUE 0.-- SHGC 0.-- VT 0.-- DOORS: U VALUE 0.38 O.H. DOORS: U VALUE 0.11 DOORS: U VALUE 0.-- SHGC 0.-- VT 0.-- (>50% GLAZING) (SWINGING) (NON-SWINGING) FINISH FLOOR 100' - 0" TRUSS BEARING 113' - 6" T.O. FOOTING 96' - 0" 1 A1.0 __________________ ________________________________ ________________________________ ___________________ 12'-0" x 12'-0" OH DOOR ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS 12'-0" x 12'-0" OH DOOR FINISH FLOOR 100' - 0" TRUSS BEARING 113' - 6" T.O. FOOTING 96' - 0" 1 A1.0 __________________ ________________________________ ________________________________ ___________________ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS HM DOOR AND FRAME FINISH FLOOR 100' - 0" TRUSS BEARING 113' - 6" T.O. FOOTING 96' - 0" 6 : 12 PITCH 6 : 12 PITCH ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS FINISH FLOOR 100' - 0" TRUSS BEARING 113' - 6" T.O. FOOTING 96' - 0" 6 : 12 PITCH6 : 12 PITCH ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFITLP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS HM DOOR AND FRAME 12'-0" x 12'-0" OH DOOR PRELIMINARY NO: SUPERVISOR: EXPEDITOR: DRAWN BY: CONTRACT NO: DATE: SHEET: REVISIONS "COPYRIGHT NOTICE" This design, drawing and detail is the copyrighted property of KELLER, INC. No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. PRELIMINARY - NOT FOR CONSTRUCTION WISCONSIN DESIGNER: PROJECT MANAGER: INTERIOR DESIGNER: A2.0 06.17.2026 ACM ------- ------- P26143 ------- PROPOSED FOR: SISTER BAY, SISTER BAY ICE RINK L. FERRIE E. BAUMAN ------- 2155 AUTUMN COURT 54234 1 06.26.2026 ACM 2 07.09.2026 ACM 3 4 5 6 1/4" = 1'-0" SOUTH ELEVATION 1/4" = 1'-0" NORTH ELEVATION 1/4" = 1'-0" WEST ELEVATION 1/4" = 1'-0" EAST ELEVATION 1 A1.0 __________________ ________________________________ ________________________________ ___________________ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS HM DOOR AND FRAME 6 : 12 PITCH 6 : 12 PITCH ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS 6 : 12 PITCH6 : 12 PITCH ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM 1 2'-0" x 12'-0" OH DOOR 1 A1.0 __________________ ________________________________ ________________________________ ___________________ 12'-0" x 12'-0" OH DOOR ASPHALT ROOF SHINGLES PRE-FINISHED ALUMINUM FASCIA & SOFFIT LP SMART SIDING AND TRIM ALUMINUM GUTTER & DOWNSPOUTS 12'-0" x 12'-0" OH DOOR BUILDING SIDING LP SMART SIDE - "QUARRY GRAY" TRIM, SOFFITS, FASCIA LP SMART SIDE - "TUNDRA GRAY" HOLLOW METAL DOORS SHERMAN WILLIAMS - "GAUNTLET GRAY" (SW 7019) HOLLOW METAL DOOR FRAMES SHERMAN WILLIAMS - "BLACK FOX" (SW 7020) ASPHALT SHINGLES CERTAINTEED - NORTHGATE CLIMATEFLEX "MAX DEF MOIRE BLACK" 66 67 68 69 70 71 Page 1 STAFF REPORT Date: July 28, 2026 To: Plan Commission Re: Potential Zoning Code Text Amendments Author(s): Benjamin Andres, Village Administrator Action(s) Requested: ☐ Ordinance ☐ Resolution ☐ Motion ☒ Receive/File BACKGROUND INFORMATION At its June 23, 2026, meeting, the Plan Commission continued its review of several potential zoning code text amendments, including revisions related to Accessory Dwelling Units (ADUs), Automotive Body and Mechanical Repair in the B -1 District, and the Fee -In-Lieu of Parking program. The Zoning Code contains no language authorizing the creation of ADUs, nor does it establish parameters for such accessory structures. The Commissioners reached broad consensus on the importance of ADUs in addressing the Village’s long -term housing needs, and directed staff to prepare draft language aligned with their discussion. The draft zoning code does include Automotive Body and Mechanical Repair as a permitted use in the B-1 District, but the earlier draft lacked full performance standards to ensure compatibility with surrounding uses. Staff has now incorporated updated performance standards based on the Plan Commission’s comments. Finally, while the Fee-In-Lieu of Parking provisions exist in the current draft code, they do not yet reflect the formula -based, CPI-adjusted approach favored by the Plan Commission. Additional technical and legal work is required before a complete amendment can be brought forward. ACCESSORY DWELLING UNITS (ADUS) The Plan Commission expressed strong support for revising the zoning code to allow Accessory Dwelling Units (ADUs), noting their role in enabling multigenerational housing, workforce housing, and aging -in-place. Commissioners emphasized that ADUs are a des irable long -term housing strategy and discussed potential limitations and incentive -based approaches to ensure ADUs are primarily used for long -term rather than short -term rental purposes. They also noted that ADUs should be limited to parcels containing s ingle-family detached dwellings and likely excluded from the R-4 District based on density constraints. The current draft zoning code does 72 Page 2 not allow dwelling units in accessory structures, nor does it include any definition or standards for ADUs. Staff has prepared new ADU language consistent with Plan Commission direction. The draft includes provisions allowing both attached and detached ADUs, establishing size and height limitations, requiring additional parking, ensuring consistency with architectural and site development standards, etc.. Staff has also identified issues requiring legal review, particularly restrictions related to short-term rentals and enforceability over successive property ownerships. AUTOMOTIVE BODY & MECHANICAL REPAIR – B-1 DISTRICT The Plan Commission discussed adding Automotive Body and Mechanical Repair as a permitted use in the B‑1 General Business District and generally agreed the use is appropriate for the district with appropriate performance standards. Commissioners r aised concerns about impacts associated with noise, volatile chemicals, dust, and outdoor vehicle storage, and requested that any allowed use remain fully compatible with adjacent residential properties. They also indicated that this use should not be incl uded in the B ‑3 Downtown Business District and asked staff to verify whether removal from B‑3 is necessary. Staff has now added detailed standards requiring indoor operations, limiting the number and placement of vehicles stored outdoors, establishing screening requirements, mandating compliance with noise and air ‑quality provisions, and prohibiting outdoor dismantling or painting. Staff also added hours ‑of‑operation limits and clarified site plan review requirements. These changes align with the concerns and direction expressed by Commissioners. FEE‑IN‑LIEU OF PARKING PROGRAM The Fee‑In‑Lieu of Parking program continues to be an area requiring additional refinement. Commissioners expressed support for replacing the longstanding flat per‑stall fee with a formula tied to construction costs, land values, and CPI adjustments, noting it would provide improved predictability and transparency for both the Village and participating businesses. Commissioners also expressed a desire to limit the program geographically to the B ‑2 and B ‑3 districts and maintain the requirement that revenue be dedicated to parking ‑related improvements. Additional items include establishing administrative thresholds and clarifying how existing fee‑in‑lieu agreements will be treated under the new system. While the draft zoning code contains existing fee ‑in‑lieu language in Sec. 66.0404, staff has determined that substantial new analysis is needed before proposed revisions can be completed. This includes gathering verified real land and construction cost data, analyzing CPI‑based formula options, and consulting with the Village Attorney regarding legal implications of modifying existing agreements. Staff anticipates presenting updated Fee‑In‑Lieu language at an upcoming meeting. 73 Page 3 SUMMARY Staff has incorporated Plan Commission direction into preliminary revisions addressing ADUs and Automotive Body & Mechanical Repair and has begun identifying the steps needed to complete Fee‑In‑Lieu of Parking revisions. Staff recommends that the Plan Comm ission receive and file this report and provide feedback regarding the placement of ADU regulations within the zoning code, potential removal of automotive repair from the B‑3 District, and expectations for the Fee‑In‑Lieu formula. 74 Zoning Code CHAPTER 66 OF THE MUNICIPAL CODE OF THE VILLAGE OF SISTER BAY, WISCONSIN Last Text Amendment: February 17, 2026 Last Zoning Map Amendment: April 21, 2026 75 VILLAGE OF SISTER BAY ZONING CODE IF YOU ARE ATTEMPTING TO LOCATE THE REGULATIONS THAT PERTAIN TO A 1 PARTICULAR PROPERTY, PLEASE INITIALLY DETERMINE WHAT ZONING DISTRICT THE 2 PROPERTY IS ACTUALLY LOCATED IN. TO DO THAT, PLEASE REFER TO THE ZONING MAP 3 THAT IMMEDIATELY FOLLOWS THIS PAGE. AFTER THAT, REFER TO THE INFORMATION 4 THAT IS CONTAINED IN THIS TABLE AS WELL AS THE TABLE OF CONTENTS, AND THEN GO 5 TO THE APPLICABLE PAGE(S) OF THE ZONING CODE. 6 7 IF YOU HAVE ANY QUESTIONS ABOUT THE VILLAGE’S ZONING REGULATIONS, PLEASE 8 DON'T HESITATE TO CONTACT THE EMPLOYEES IN THE VILLAGE OFFICE. 9 10 R-1 Single Family District Regs. - Page 11 11 R-1 Dimensional Lot Standards Table – Page 12 12 R-2 Multiple Family Res. District Regs. - Page 15 13 R-2 Dimensional Lot Standards Table - Page 16 14 R-3 Large Lot Residence District Regs. - Page 19 15 R-3 Dimensional Lot Standards Table - Page 20 16 R-4 Small Lot Residence District Regs. - Page 23 17 R-4 Dimensional Lot Standards Table - Page 23 & Page 24 18 CS-1 Countryside District Regs.- Page 27 19 CS-1 Dimensional Lot Standards Table - Page 28 & Page 29 20 B-1 General Business District Regs. - Page 31 21 B-1 Dimensional Lot Standards Table - Page 32 & Page 33 22 Mobile Food Vendor Court Regs. (Allowed in B-1 Dist. Only) – Page 34 & Page 35 23 B-2 Downtown Business Trans. District - Page 37 24 B-2 Dimensional Lot Standards Table – Page 38 & Page 39 25 B-3 Downtown Business District Regs. – Page 43 26 B-3 Dimensional Lot Standards Table – Page 44 & Page 45 27 I-1 Institutional District Regs. – Page 49 28 P-1 Park District Regs. – Page 51 29 W-1 Wetland Overlay District Regs. – Page 55 30 PUD - Planned Unit Dev. Overlay District Regs. – Page 57 31 HL – Highway 42 & 57 Landscape Setback Overlay District – Page 63 32 B-2 Historic Overlay District – Page 65 33 BP – Bluff Protection Overlay District – Page 69 34 WHP – Wellhead Protection District – Page 71 35 RS – Ridges & Swales Overlay District – Page 75 36 RO-1 – Restaurant Overlay District – Page 77 37 Parking Regulations – Page 81 38 Accessory Uses, Home Occupations Fences & Antennas – Page 93 39 Sign Regulations – Page 117 40 76 VILLAGE OF SISTER BAY ZONING CODE 1 77 VILLAGE OF SISTER BAY ZONING CODE Table of Contents 1 SECTION 100 — Statutory Authority and Purpose ..................................................... 1 2 Sec. 66.0101 Authority .............................................................................................. 1 3 Sec. 66.0102 Purpose ................................................................................................ 1 4 Sec. 66.0103 Intent ................................................................................................... 1 5 Sec. 66.0104 Abrogation and Greater Restrictions ................................................... 1 6 Sec. 66.0105 Interpretation ...................................................................................... 1 7 Sec. 66.0106 Severability .......................................................................................... 1 8 Sec. 66.0107 Title ...................................................................................................... 2 9 Sec. 66.0108 Adoption .............................................................................................. 2 10 11 SECTION 200 — Jurisdiction ........................................................................................ 3 12 Sec. 66.0201 Jurisdiction ........................................................................................... 3 13 Sec. 66.0202 Compliance .......................................................................................... 3 14 Sec. 66.0203 Municipalities and State Agencies Regulated ...................................... 3 15 Sec. 66.0204 Annexation ........................................................................................... 3 16 17 SECTION 300 — Zoning Districts ................................................................................. 5 18 Sec. 66.0300 Establishment ...................................................................................... 5 19 Sec. 66.0301 Zoning Map .......................................................................................... 6 20 Sec. 66.0302 Use Restrictions .................................................................................. .6 21 Sec. 66.0303 Site and Lot Restrictions ...................................................................... 7 22 Sec. 66.0304 Setback Requirements from the Water ............................................... 9 23 Sec. 66.0305 Reduction ............................................................................................. 9 24 Sec. 66.0306 Additions .............................................................................................. 9 25 Sec. 66.0307 Special Setback Requirements ............................................................. 9 26 27 Residential Districts 28 Sec. 66.0311 R-1 Single-Family Residence District .................................................. 11 29 Sec. 66.0312 R-2 Multiple-Family Residence District .............................................. 15 30 Sec. 66.0313 R-3 Large Lot Residence District ......................................................... 19 31 Sec. 66.0314 R-4 Small Lot Residence District ......................................................... 23 32 Sec. 66.0315 CS-1 Countryside District ................................................................... 27 33 34 Business Districts 35 Sec. 66.0320 B-1 General Business District ............................................................. 31 36 Sec. 66.0322 B-2 Downtown Business Transition District ....................................... 37 37 Sec. 66.0323 B-3 Downtown Business District ........................................................ 43 38 39 Other Districts 40 Sec. 66.0330 I-1 Institutional District ...................................................................... 49 41 Sec. 66.0331 P-1 Park District ................................................................................. 51 42 43 Overlay Districts ....................................................................................................... 53 44 Sec. 66.0340 W-1 Wetland Overlay District ........................................................... 55 45 Sec. 66.0341 PUD Planned Unit Development Overlay District .............................. 57 46 78 VILLAGE OF SISTER BAY ZONING CODE Sec. 66.0342 HL Highway 42 and 57 Landscape Setback Overlay District .............. 63 1 Sec. 66.0343 B-2 Historic Overlay District .............................................................. 65 2 Sec. 66.0344 BP Bluff Protection Overlay District ................................................... 69 3 Sec. 66.0345 WHP Wellhead Protection District .................................................... 71 4 Sec. 66.0346 RS Ridges and Swales ........................................................................ 75 5 Sec. 66.0350 RO Restaurant Overlay District RO-1 .................................................. 77 6 7 SECTION 400 — Traffic, Loading, Parking and Access .............................................. 81 8 Sec. 66.0401 Traffic Visibility .................................................................................. 81 9 Sec. 66.0402 Loading Requirements ...................................................................... 81 10 Sec. 66.0403 Parking Requirements ....................................................................... 81 11 Sec. 66.0404 Adjustments to Required Parking ..................................................... 87 12 Sec. 66.0405 Parking of Vehicles in Residential Districts ........................................ 89 13 Sec. 66.0406 Highway Access ................................................................................. 90 14 Sec. 66.0407 Other Parking Restrictions ................................................................. 91 15 16 SECTION 500 — Accessory Uses, Home Occupations, Fences, and Antennas ......... 93 17 Sec. 66.0501 Accessory Uses and Structures .......................................................... 93 18 Sec. 66.0502 Fences ............................................................................................... 97 19 Sec. 66.0503 Antennas ........................................................................................... 98 20 Sec. 66.0504 Wireless Telecommunication Sites .................................................... 99 21 Sec. 66.0505 Wind Power Generating Towers ..................................................... 113 22 Sec. 66.0506 Outdoor Displays ............................................................................... 13 23 24 SECTION 600 — Modifications ............................................................................... 115 25 Sec. 66.0601 Height Modifications ....................................................................... 115 26 Sec. 66.0602 Setback Modifications ..................................................................... 115 27 28 SECTION 700 — Signs ............................................................................................. 117 29 Sec. 66.0700 Purpose and Intent ......................................................................... 117 30 Sec. 66.0701 Design Guidelines ............................................................................ 117 31 Secs. 66.0702 – 66.0709, Reserved ....................................................................... 118 32 Sec. 66.0710 Business District Signage with Permit .............................................. 118 33 Sec. 66.0711 Shopping Center/Commercial Center Signage with Permit . ........... 120 34 Sec. 66.0712 Multi-Use Development with Permit ............................................... 120 35 Sec. 66.0713 Business Off-Premise Signage with Permit ....................................... 121 36 Sec. 66.0714 Sandwich Board Signage with Permit ............................................... 121 37 Secs. 66.0715 – 66.0719, Reserved ....................................................................... 122 38 Sec. 66.0720 On-Premise Signs without Permit .................................................... 122 39 Sec. 66.0721 On/Off-Premise Signs without Permit .............................................. 123 40 Sec. 66.0722 Other On/Off-Premise Signs with Permit ......................................... 123 41 Secs. 66.0723 – 66.0729, Reserved ....................................................................... 123 42 Sec. 66.0730 Residential Districts Signage with Permit ......................................... 123 43 Sec. 66.0731 Countryside District Signage with Permit ......................................... 124 44 Sec. 66.0732 Institutional and Park Districts Signage with Permit ........................ 124 45 Sec. 66.0750 Sign Permit ....................................................................................... 124 46 79 VILLAGE OF SISTER BAY ZONING CODE Sec. 66.0751 Construction Standards .................................................................... 125 1 Sec. 66.0752 Color and Lighting ............................................................................ 126 2 Sec. 66.0753 Measuring Signs ............................................................................... 126 3 Sec. 66.0754 Maintenance of Signs ....................................................................... 127 4 Secs. 66.0755 – 66.0709, Reserved ....................................................................... 127 5 Sec. 66.0770 Prohibited Signs ............................................................................... 127 6 Secs. 66.0771 – 66.0779, Reserved ....................................................................... 128 7 Sec. 66.0780 Legal Non-conforming Signs ............................................................. 128 8 Secs. 66.0781 – 66.0789, Reserved ....................................................................... 129 9 Sec. 66.0790 Historic Signs .................................................................................... 129 10 Sec. 66.0791 Compliance ...................................................................................... 129 11 12 SECTION 800 — Performance Standards ................................................................ 131 13 Sec. 66.0801 Compliance ...................................................................................... 131 14 Sec. 66.0802 Air Pollution ..................................................................................... 131 15 Sec. 66.0803 Fire and Explosive Hazards ............................................................... 131 16 Sec. 66.0804 Heat ................................................................................................. 131 17 Sec. 66.0805 Water Quality Protection ................................................................. 131 18 Sec. 66.0806 Radioactivity and Electrical Disturbances......................................... 132 19 Sec. 66.0807 Vibration .......................................................................................... 132 20 Sec. 66.0808 Noise ................................................................................................ 132 21 Sec. 66.0809 Outdoor Lighting .............................................................................. 132 22 Sec. 66.0810 Outdoor Entertainment Facilities ..................................................... 135 23 24 SECTION 900 — Non-Conforming Uses, Structures and Lots ................................. 137 25 Sec. 66.0900 Non-Conforming Use Definitions ..................................................... 137 26 Sec. 66.0901 Existing Non-Conforming Uses ......................................................... 137 27 Sec. 66.0902 Conforming Structures on Non-Conforming Lots ............................. 138 28 Secs. 66.0903 – 66.0909, Reserved ....................................................................... 138 29 Sec. 66.0910 Non-Conforming Structure Definitions ............................................ 138 30 Sec. 66.0911 Non-Conforming Structures ............................................................. 139 31 Secs. 66.0912 – 66.0919, Reserved ....................................................................... 140 32 Sec. 66.0920 Existing Non-Conforming Lots .......................................................... 140 33 Sec. 66.0921 Wetland Non-Conforming Uses ....................................................... 140 34 Sec. 66.0922 Interpretation and Proof of Uses ..................................................... 140 35 Sec. 66.0923 Intensification of Non-Conforming Uses .......................................... 140 36 37 SECTION 1000 — Other Permits and Regulations .................................................. 143 38 Sec. 66.1000 Tree Cutting Regulations .................................................................. 143 39 Secs. 66.1001 – 66.1014, Reserved ....................................................................... 145 40 Sec. 66.1015 Land Disturbance Regulations .......................................................... 145 41 Secs. 66.1016 – 66.1019, Reserved ....................................................................... 146 42 Sec. 66.1020 Pier Permits ...................................................................................... 146 43 Secs. 66.1021 – 66.1024, Reserved ....................................................................... 148 44 Sec. 66.1025 Impact on Housing Stock .................................................................. 148 45 Secs. 66.1026 – 66.1029, Reserved ....................................................................... 149 46 80 VILLAGE OF SISTER BAY ZONING CODE Sec. 66.1030 Impact on Workforce Housing ......................................................... 149 1 Secs. 66.1031 – 66.1034, Reserved ....................................................................... 149 2 Sec. 66.1035 Property Addressing ........................................................................ 149 3 Sec. 66.1036 Criteria for Address Number Assignment ........................................ 150 4 Sec. 66.1037 Address Sign Criteria and Placement ............................................... 151 5 Sec. 66.1038 Street and Road Naming .................................................................. 151 6 Sec. 66.1039 County Administration of Village Numbering .................................. 152 7 Sec. 66.1040 Property Address Reassignment Implementation ............................ 152 8 9 SECTION 1050 — Site Plan and Architectural Review ............................................ 153 10 Sec. 66.1050 Site Plan and Architectural Review .................................................. 153 11 Secs. 66.1051 – 66.1054, Reserved ....................................................................... 156 12 Sec. 66.1055 Architectural Review Criteria ........................................................... 156 13 Secs. 66.1056 – 66.1059, Reserved ....................................................................... 161 14 Sec. 66.1060 Landscaping ..................................................................................... 161 15 Secs. 66.1061 – 66.1064, Reserved ....................................................................... 163 16 Sec. 66.1065 Utilities in Rights-of-Way ................................................................. 163 17 18 SECTION 1500 — Administration ............................................................................ 165 19 Sec. 66.1500 Plan Commission .............................................................................. 165 20 Secs. 66.1501 – 66.1504, Reserved ....................................................................... 165 21 Sec. 66.1505 Public Information ........................................................................... 165 22 Secs. 66.1506 – 66.1509, Reserved ....................................................................... 165 23 Sec. 66.1510 Zoning Administrator Designated .................................................... 165 24 Secs. 66.1511 – 66.1519, Reserved ....................................................................... 166 25 Sec. 66.1520 Development Agreement Required ................................................. 166 26 Secs. 66.0521 – 66.1524, Reserved ....................................................................... 167 27 Sec. 66.1525 Terms of Development Agreement .................................................. 167 28 Secs. 66.1526 – 66.1529, Reserved ....................................................................... 167 29 Sec. 66.1530 Zoning Permit Required ................................................................... 168 30 Sec. 66.1531 Zoning Permit Not Required ............................................................ 171 31 Sec. 66.1532 Certificates of Occupancy and Compliance Required ....................... 171 32 Secs. 66.1533 – 66.1534, Reserved ....................................................................... 172 33 Sec. 66.1535 Conditional Use Permit .................................................................... 172 34 Secs. 66.1536 – 66.1539, Reserved ....................................................................... 175 35 Sec. 66.1540 Other Permits .................................................................................. 175 36 Secs. 66.1541 – 66.1544, Reserved ....................................................................... 175 37 Sec. 66.1545 Permit Fees ...................................................................................... 175 38 Secs. 66.1546 – 66.1549, Reserved ....................................................................... 176 39 Sec. 66.1550 Violations ......................................................................................... 176 40 Sec. 66.1560 Remedial Action ............................................................................... 176 41 Sec. 66.1570 Penalties .......................................................................................... 176 42 Sec. 66.1575 Renewal of Permits .......................................................................... 176 43 44 SECTION 1600 — Zoning Board of Appeals .......................................................... 177 45 Sec. 66.1601 Establishment .................................................................................. 177 46 81 VILLAGE OF SISTER BAY ZONING CODE Sec. 66.1602 Organization .................................................................................... 177 1 Sec. 66.1603 Powers ............................................................................................. 177 2 Sec. 66.1604 Appeals and Applications ................................................................. 177 3 Sec. 66.1605 Hearings ........................................................................................... 178 4 Sec. 66.1606 Notice to DNR .................................................................................. 178 5 Sec. 66.1607 Findings ............................................................................................ 179 6 Sec. 66.1608 Wetland Mapping Disputes .............................................................. 179 7 Sec. 66.1609 Decision ........................................................................................... 179 8 Sec. 66.1610 Review by Court of Record ............................................................... 179 9 10 SECTION 1700 — Changes and Amendments ......................................................... 181 11 Sec. 66.1701 Authority .......................................................................................... 181 12 Sec. 66.1702 Initiation........................................................................................... 181 13 Sec. 66.1703 Applications ..................................................................................... 181 14 Sec. 66.1704 Review and Recommendations ........................................................ 181 15 Sec. 66.1705 Hearings ........................................................................................... 181 16 Sec. 66.1706 Village Board’s Action ..................................................................... 181 17 Sec. 66.1708 Wetland Amendments .................................................................... 181 18 Sec. 66.1709 Protest ............................................................................................. 182 19 Sec. 66.1710 Map and Text Amendments ............................................................. 182 20 21 SECTION 1800 — Public Hearings ........................................................................... 189 22 Sec. 66.1801 Public Hearings ................................................................................ 189 23 24 SECTION 2000 — Definitions ................................................................................... 187 25 Sec. 66.2001 General Definitions .......................................................................... 187 26 Sec. 66.2100 Specific Words and Phrases ............................................................. 187 27 28 SECTION 4000 — Architectural Guide ..................................................................... 223 29 SECTION 4200 — Sandwich Board Guide ................................................................ 229 30 SECTION 4300 — Appendix of Zoning Illustrations ................................................ 233 31 Sec. 66.4300 Zoning Illustrations .......................................................................... 233 32 82 VILLAGE OF SISTER BAY ZONING CODE 1 83 VILLAGE OF SISTER BAY ZONING CODE SECTION 100 – STATUTORY AUTHORITY & PURPOSE SECTION 66.0106 – SEVERABILITY Last Updated: February 17, 2026 Page 1 SECTION 100 - STATUTORY AUTHORITY AND PURPOSE 1 Sec. 66.0101 Authority 2 These regulations are adopted under the authority granted by Wis. Stats. §61.35, 62.23(7), 62.231 and 3 87.30. Therefore, the Village Board of the Village of Sister Bay, Wisconsin does hereby ordain as follows: 4 Sec. 66.0102 Purpose 5 The purpose of this chapter is to promote the health, safety, aesthetics and general welfare of this 6 community. 7 Sec. 66.0103 Intent 8 (1) It is the general intent of this chapter to regulate and restrict the use of all structures, lands, and 9 waters; and to: 10 (a) Regulate lot coverage and the size and location of all structures so as to prevent 11 overcrowding and to provide adequate sunlight, air, sanitation, and drainage; 12 (b) Regulate population density and distribution so as to avoid sprawl or undue concentration 13 and to facilitate the provision of adequate public services and utilities; 14 (c) Regulate parking, loading and access so as to lessen congestion in and promote the safety 15 and efficiency of the streets, highways and waterways; 16 (d) Secure safety from fire, flooding, panic, pollution, contamination and other dangers; 17 (e) Facilitate the adequate provision of transportation, water, sewerage, schools, parks and 18 other public requirements; 19 (f) Provide adequate light and air, including access to sunlight for solar collectors; 20 (g) Assure the protection of groundwater; 21 (h) Protect the traffic-carrying capacity of existing and proposed arterial streets and highways; 22 (i) Stabilize and protect existing property values; 23 (j) Further the appropriate use of land and conservation; 24 (k) Preserve and promote the beauty of the community; 25 (l) Implement those municipal, county, watershed, and regional comprehensive plans or plan 26 components adopted by the Village of Sister Bay; and, 27 (m) Provide for the administration and enforcement of this chapter and to provide penalties for 28 its violation. 29 Sec. 66.0104 Abrogation and Greater Restrictions 30 This chapter is not intended to repeal, abrogate, annul, impair or interfere with any existing easements, 31 covenants, deed restrictions, agreements, ordinances, rules, regulations, or permits previously adopted 32 or issued pursuant to law. Except as otherwise provided in this chapter, wherever this chapter imposes 33 greater restrictions, the provisions of this chapter shall govern. 34 Sec. 66.0105 Interpretation 35 In their interpretation and application, the provisions of this chapter shall be held to be minimum 36 requirements and shall be liberally construed in favor of the Village and shall not be deemed a limitation 37 or repeal of any other power granted by the Wisconsin Statutes. 38 Sec. 66.0106 Severability 39 If any section, clause, provision or portion of this chapter is adjudged unconstitutional or invalid by a 40 court of competent jurisdiction, the remainder of this chapter shall not be affected thereby. 41 Sec. 66.0107 Title 42 This chapter shall be known as, referred to or cited as the “Zoning Chapter of the Municipal Code of 43 Ordinances (Zoning Code), Village of Sister Bay, Door County, Wisconsin.” 44 84 VILLAGE OF SISTER BAY ZONING CODE SECTION 66.0107 – TITLE SECTION 66.0108 – ADOPTION Last Updated: February 17, 2026 Page 2 Sec. 66.0108 Adoption 1 The Zoning Code was originally adopted in 1974, redrafted and adopted as Ordinance No. 102 -110904 2 on November 9, 2004, and the comprehensive revision was effective upon publication on November 16, 3 2004. 4 85 VILLAGE OF SISTER BAY ZONING CODE SECTION 200 - JURISDICTION SEC. 66.0204 - ANNEXATION Last Updated: February 17, 2026 Page 3 SECTION 200 - JURISDICTION 1 Sec. 66.0201 Jurisdiction 2 The jurisdiction of this chapter shall include all lands and waters within the corporate limits of the 3 Village of Sister Bay. 4 Sec. 66.0202 Compliance 5 The use of any land or water; the size, shape and placement of lots; the use, size, type and location of 6 structures on lots; the filling and grading of any land; the cutting of shore land cover; the regulation of 7 signs, manufactured homes, trailers and parking lots; the consolidation or splitting of parcels; and the 8 subdivision of lots shall be in full compliance with the terms of this chapter and other applicable 9 regulations. The construction of buildings and structures, or any addition thereto, and the changing of 10 any land use shall require a Zoning Permit unless otherwise expressly excluded from the requirement 11 of this chapter. No structure, land, or water shall hereafter be used or developed (as “development” 12 is defined in Sec. 66.2100 of this chapter) and no structure or part thereof shall hereafter be located, 13 erected, moved, reconstructed, extended, enlarged, converted, or structurally altered except in 14 conformity with the regulations herein specified for the district in which it is located, but in residential 15 districts, a lot of record as of November 16, 1973 , even though not meeting the requirements of this 16 chapter as to area and width, may be used for single family residence purposes. 17 Sec. 66.0203 Municipalities and State Agencies Regulated 18 Unless specifically e xempted by law all cities, villages, towns, counties, school districts, vocational 19 school districts and other public entities are required to comply with this chapter and obtain all 20 required permits. State agencies are required to comply if Wis. Stats. §13.48(13) applies. The 21 construction, reconstruction, maintenance and repair of state highways and bridges by the Wisconsin 22 Department of Transportation are e xempt from compliance when Wis. Stats. §30.12(4)(a) applies, 23 including subsequent amendments to those rules. 24 Sec. 66.0204 Annexation 25 All territory annexed by the Village shall become part of the CS-1 District until definite boundaries 26 and regulations are recommended by the Plan Commission and adopted by the Village Board; such 27 adoption to be completed within ninety (90) days of the annexation.28 86 VILLAGE OF SISTER BAY ZONING CODE Last Updated: February 17, 2026 Page 4 1 87 VILLAGE OF SISTER BAY ZONING CODE SECTION 300 – ZONING DISTRICTS SEC. 66.0300 - ESTABLISHMENT Last Updated: February 17, 2026 Page 5 SECTION 300 – ZONING DISTRICTS 1 Several Portions of This Section of the Zoning Code Have Been Amended in Accord With The 2 Provisions of Ordinance No. 288, Which Was Passed and Adopted on November 9, 2021. 3 4 Sec. 66.0300 Establishment 5 For the purpose of this chapter, the Village of Sister Bay is hereby divided into ten (10) basic use 6 districts and nine (9) overlay districts. The names of those districts follows: 7 Use Districts  8 Countryside - CS-1  9 Single-Family Residence District - R-1  10 Multiple-Family Residence District - R-2  11 Large Lot Residence District - R-3  12 Small Lot Residence District - R-4  13 General Business District - B-1  14 Downtown Business Transition District - B-2  15 Downtown Business District - B-3  16 Institutional District - I-1  17 Park/Recreation District - P-1 18 19 Overlay Districts  20 Woodland Overlay District 21 Wetland Overlay District - W-1  22 Bluff Protection Overlay District - BP 23 Planned Unit Development Overlay District – PUD 24 Hwy. 42/Hwy. 57 Landscape Setback Overlay District - HL  25 Historic Overlay District – B-2 26 Ridges and Swales Overlay District - RS-1  27 Restaurant Overlay District - RO-1 28 Wellhead Protection Overlay District - WHP  29 30 (1) Boundaries. The b oundaries  of the previously mentioned districts are hereby established as 31 shown on the map that is  entitled “Village of Sister Bay Official Zoning Map” , which map 32 accompanies and is herein made a part of this chapter. All notations and references shown on the 33 Zoning Map are as much a part of this chapter as though they were specifically described herein. 34 This chapter hereby incorporates any future Zoning Map amendments or any later Zoning Maps 35 that may be adopted by ordinance of the Village Board.  36 (a) The district boundaries in all districts, except the overlay districts , shall be construed to 37 follow corporate limits; U.S. Public Land Survey lines; lot or property lines; centerlines of 38 streets, highways, alleys and easements. Where a district boundary is parallel to corporate 39 limits or the centerline or right-of-way of a street, the district boundary shall be determined 40 by the dimension noted on the Zoning Map or where said dimension is not noted, by the 41 scale contained on the Zoning Map.  42 (b) The boundaries of the Wetland Overlay District (W-1) are based on the Wisconsin Wetland 43 Inventory Maps for the Village, dated July 1, 1992 or the most current map. The wetlands 44 included as W -1 are those wetlands that are two or more acres in area; and are located 45 88 VILLAGE OF SISTER BAY ZONING CODE SECTION 300 – ZONING DISTRICTS SEC. 66.0300 - ESTABLISHMENT Last Updated: February 17, 2026 Page 6 within 300 feet of a navigable river, within 1,000 feet of a lake, or within the 100 -year 1 recurrence interval floodplain. These boundaries are for illustrative purposes only. 2 3 4 The actual boundaries shall be those established by a field staking of the particular wetland, 5 followed by a survey and legal description of the wetland.  6 (c) Vacation of public streets and alleys shall cause the vacated land to be automatically placed 7 in the same district as the abutting property to which the vacated land reverts.8 (d) Annexations subsequent to the effective date of this chapter shall be placed in the 9 Countryside District (CS -1), unless the annexation chapter temporarily places the land in 10 another district. Within one year, the Plan Commission shall evaluate and recommend a 11 permanent classification to the Village Board.  Annexations containing shore lands  shall be 12 governed in the following manner:   Pursuant to Wis. Stats. § 59.971(7), and any 13 annexation of land after May 7, 1982, which lies within shorelands, as defined herein, shall 14 be governed by the provisions of the Door County Zoning Ordinance until such time that 15 the Village adopts an Ordinance that is at least as restrictive as the Door County Zoning 16 Ordinance. Said regulations shall be administered and enforced by the Village of Sister Bay 17 Zoning Administrator. 18 Sec. 66.0301 Zoning Map  19 A certified copy of the Zoning Map shall be adopted and approved as part of this chapter and shall bear 20 upon its face the attestation of the Village President and the Village Clerk, and shall be available to the 21 public in the office of the Village Clerk. Changes thereafter, to the general zoning districts, shall not 22 become effective until entered and attested to on the certified copy and/or approved by the Village 23 Board.  24 Sec. 66.0302 Use Restrictions   25 The following use restrictions and regulations shall apply:  26 (1) Principal Uses.  Only those principal uses specified for a district, their essential services, and the 27 following uses shall be permitted in that district.  28 (2) Accessory Uses.  Accessory uses and structures are permitted in any district, but not until their 29 principal structure is present or under construction. Residential accessory uses shall not involve 30 the conduct of any business, trade, or industry, except home occupations and professional home 31 offices as defined in this chapter.  32 (3) Conditional Uses. Conditional uses and their aAccessory uses require review, public hearing and 33 approval by the Plan Commission in accord with the provisions of Sec. 66.1535  of this chapter.  34 (4) Temporary uses. The Following Are Examples of Temporary Uses that may be permitted by the 35 Zoning Administrator, the Plan Commission Chair  and/or the Village President for a period of 36 fourteen (14) days or as hereinafter provided. Temporary use permits for longer periods of time 37 may be issued by the Plan Commission after review of site and operation plans. Special 38 requirements may be imposed, and are not limited to ensuring that there is sufficient parking, 39 the provision of sanitary facilities, lighting, and hours of operation. No temporary use listed herein 40 shall be conducted within the street right -of-way. Temporary uses permitted under this section 41 may be allowed one temporary sign not to exceed twenty-four (24) square feet in area on one 42 side and forty-eight (48) square feet in area on all sides ; a Sign Permit is required, and the sign 43 shall not be located in a public right -of-way. All buildings, tents, equipment, supplies and debris 44 shall be removed from the site within 48 hours following the temporary activity. 45 (a) Temporary structures, including mobile home units, may be permitted in any business or 46 institutional district. Such temporary structure may be used as a business, institutional or 47 89 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0302 – USE RESTRICTIONS SEC. 66.0303 – SITE AND LOT RESTRICTIONS Last Updated: February 17, 2026 Page 7 professional office during or immediately prior to the construction of a permanent 1 structure. 2 (b) Shelters for materials and equipment being used in the construction of a permanent 3 structure or public utility may be permitted in any district. The Zoning Administrator or the 4 Plan Commission may require that storage areas be screened to prevent a view of materials 5 or equipment from adjacent properties.  6 (c) Farmers markets, flea markets, concerts and festivals may be permitted in the B-1, B-2 or 7 B-3 Districts.  8 (d) Carnivals may be permitted in the B-1, B-2 or B-3 Districts. 9 (e) Christmas tree sales may be permitted in the B-1, B-2 or B-3 Districts for not more than 10 forty-two (42) days.  11 (f) Unless authorized elsewhere in this chapter, t he temporary sale of goods from a truck, 12 trailer, mobile food vendor unit, table or tent shall only be permitted as part of a Festival 13 Permit that has been authorized by the Village Board and/or the Parks, Properties & Streets 14 Committee. Such permits must be obtained from the Village Clerk. 15 (g) Temporary tents that will be utilized to provide shade or shelter from the elements may be 16 erected on privately owned property in the Village for no more than fifteen (15) days in a 17 calendar year, as long as the property owner(s) obtain a Tent Permit from the Village Clerk, 18 but the Wednesday before Columbus Day through the Wednesday after Fall Fest weekend 19 will be excluded from any time limit calculations. 20 (h) A property owner may allow camping on their land for up to seventy-two (72) hours in a 21 calendar year as long as bathroom facilities are available on the premise. The camping unit 22 shall be removed from the property after each camping stay. 23 (i) Because it is difficult to enumerate all temporary uses that may occur in the Village, any 24 other use which the Plan Commission finds to be similar to other temporary uses permitted 25 in a given district that will not be disruptive to the neighborhood, and will not create a 26 hazard to traffic in a neighborhood may be permitted. The Plan Commission may impose 27 additional operational or construction conditions on such temporary uses when it is 28 deemed necessary.  29 Sec. 66.0303 Site and Lot  Restrictions  30 (1) Suitability. No land shall be used or structure erected where the land is unsuitable for such use or 31 erection of su ch structure by reason of flooding, concentrated run-off, inadequate drainage, 32 adverse soil or rock formations, unfavorable topography, low percolation rate or load bearing 33 strength, erosion susceptibility, or any other feature likely to be harmful to the health, safety, 34 prosperity, aesthetics, and general welfare of th e community. The Village Zoning Administrator, 35 in cooperation with the Village Engineer, shall, in applying the provisions of this section, recite in 36 writing the particular facts upon which they base their conclusion that the land is not suitable for 37 certain uses. The applicant shall have an opportunity to present evidence contesting such 38 unsuitability if they so desire. Thereafter the Plan Commission may affirm, modify or withdraw 39 the determination of unsuitability.   40 (2) Minimum Lot Sizes. Lots created after the adoption of the ordinance from which this chapter is 41 derived shall meet the minimum area requirements for each District as defined in Secs. 66.0311 42 through 66.0331.   43 (3) Minimum Lot Width. The minimum lot width requirement shall apply at the building 44 setback line and at the ordinary high-water mark.  45 (4) Lot Dimensional Standards. The dimensional standards for lots in each of the Zoning Districts in 46 the Village are delineated in the tables that appear in the applicable sections of this Code. 47 (5) Public Improvements on Private Land Installed After Adoption of This Section of the Code . No 48 Village Board approved public improvement on private land, installed after the adoption of this 49 90 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0303 – SITE AND LOT RESTRICTIONS SEC. 66.0303 – SITE AND LOT RESTRICTIONS Last Updated: February 17, 2026 Page 8 section of the code, shall deem the lot non -conforming in size as a result of the public 1 improvement, nor shall any publicly installed impervious surface be counted toward the 2 impervious surface or green space limitations in this code. 3 (6) Substandard Lots. Any lot that does not meet the required lot width and area requirements of 4 this chapter, but is at least 65’ in width at the building line and 10,000 square feet in area as of 5 November 16, 1973, shall be considered an individual parcel for the purposes of this chapter and 6 may be utilized for development provided all setback and green space requirements can be 7 satisfied.8 (7) Public Streets. All lots shall abut upon a public street, and each lot shall have a minimum lot 9 width measured at the street setback line as specified in each district, but that width may not be 10 less than 65 feet. The required minimum lot width shall be maintained for at least 30 feet beyond 11 the street setback line for construction of the principal structure.  12 (8) Principal Structure Location. All principal structures shall be located on a lot; and only one 13 principal structure shall be located, erected or moved onto a lot in single -family residential 14 districts. The Plan Commission may permit more than one structure per lot in other districts 15 where more than one structure is needed for the orderly development of the parcel. Where 16 additional structures are permitted, the Plan Commission may impose additional yard 17 requirements, landscaping requirements or parking  requirements, or require a minimum 18 separation distance between principal structures.  19 (9) Lots Abutting Other Districts. Lots abutting more restrictive district boundaries shall provide side 20 and rear yards not less than those required in the more restrictive abutting district. The street 21 yards on the less restrictive district shall be modified for a distance of not more than 60 feet from 22 the district boundary line so that the street yards are equal to the average of the street yards 23 required in both districts. 24 (10) Buffer Yard. A buffer yard shall be created and maintained around all business districts which 25 abut upon residential districts and/or which are adjacent to limited access arterial streets and 26 highways which abut upon residential districts. The Plan Commission may also require a buffer 27 yard around business districts abutting Park and Institutional  Districts. Buffer yards shall be a 28 minimum of 20 feet in width; shall be in addition to the required street yards, side yards, and rear 29 yards; and shall , if composed entirely of plant materials, be of sufficient initial depth and 30 height, and comprised of such varieties of plants as to provide adequate visual screening within 31 no more than two (2) years and during all seasons of the year.  32 (a) Where architectural walls or fences are used, sufficient landscaping shall be used in 33 conjunction with such wall or fence to create an attractive view from the residential side, 34 and all walls and fences shall be maintained in a structurally sound and attractive condition. 35 Any architectural wall or fence shall be not less than 6 feet in length nor more than 6 feet 36 in height. All landscaping shall be maintained by the owner or operator to the satisfaction 37 of the Zoning Administrator. Where the land adjacent to the buffer yard is a parking lot, the 38 buffer yard shall be sufficient to prevent the penetration of headlight glare. Overhead 39 lighting installed in or adjacent to a buffer yard shall not throw any rays onto adjacent 40 residential properties.  41 (b) No signs shall be permitted on or in any part of the buffer yard. 42 (11) Structures Not Buildings. Structures that are not considered buildings and which are 6 inches or 43 more in height from the surface of the ground shall be subject to the setback and other 44 dimensional requirements of this chapter. Excluded are fences up to 6 feet in height, and public 45 utility poles and signs, except where provisions of this chapter specifically apply. For the purposes 46 of this chapter, decks, tennis courts, parking lots, outdoor seating for taverns or general 47 restaurants, fast food restaurants, drive-in restaurants and take-out restaurants, swimming pools 48 (above-ground and in -ground), basketball courts and other similar uses shall be considered 49 91 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0303 – SITE AND LOT RESTRICTIONS SEC. 66.0307 SPECIAL SETBACK REQUIREMENTS Last Updated: February 17, 2026 Page 9 structures, shall require a permit, and shall be subject to the yard and setback requirements for 1 accessory buildings. 2 Sec. 66.0304 Setback Requirements from the Water  3 For lots that abut on navigable waters, there shall be setbacks from the ordinary high -water mark of 4 such waters.  5 (1) Setback from Ordinary High Water Mark. Except as restricted in NR 117, Shoreland-Wetland 6 areas, and except as allowed in (2) below, all portions of a structure shall be located at least 50 7 feet from the ordinary high water mark. 8 (2) Exceptions.   9 (a) Decks are allowed provided they do not extend waterward more than twenty percent (20%) 10 of the required setback and no trees are removed to accommodate the erection of the 11 deck.  12 (b) (Boathouses shall not project waterward beyond the ordinary high-water mark.) 13 (c) Stairways, elevated walkways, ramps, lifts, fences, flagpoles, piers, and boat hoists. 14 (d) Utility poles, lines and related equipment without permanent foundations. 15 (e) Structures not buildings exempt from setbacks per Sec. 66.0303(9). 16 (f) Signs as permitted starting with Sec. 66.0701. 17 (3) Parking lots. Parking lots shall be set back at least 125 feet from all points along the ordinary high-18 water mark of Green Bay.  19 Sec. 66.0305 Reduction  20 No lot, yard, parking area, building area or other space shall be reduced in area or dimension so as not 21 to meet the provisions of this chapter. 22 Sec. 66.0306 Additions  23 Additions in the front yard of existing structures shall not project beyond the required setback for the 24 district in which they are located , subject to the limitations for averaging front setbacks as set forth 25 below. 26 Sec. 66.0307 Special Setback Requirements 27 (1) Average Front Setbacks. The required front setback shall not be decreased below the minimum 28 setback for the district in which it is located.29 (2) Corner Lot Setbacks. On a vacant through or corner lot, either of the lot lines abutting the street 30 right-of-way lines may be established as its front lot line, except that where two or more through 31 lots are contiguous and a front lot line has been duly established, the same street lot line shall 32 thereafter be deemed to be the front lot line of all such contiguous lots. On a through lot, a front 33 yard shall be provided along any lot line abutting a street. On a corner lot, the owner has the 34 option of designating a side yard and a rear yard of the two remaining yards after the front yard 35 and side yard abutting a street have been identified; as long as one is at least equal to the required 36 side setback and the other is at least equal to the required rear setback. 37 (3) Double Frontage Lot. Structures on lots abutting two opposite streets shall be provided with a 38 front setback and a rear setback. The Zoning Administrator shall select where the front 39 setback shall be applied and where the rear setback shall be applied in a manner that prohibits 40 access to a double frontage lot from arterial streets. The selected front setback area shall be 41 required to comply with the front setback requirements for the district in which the lot is 42 located. The selected rear setback area shall be required to comply with the rear setback 43 requirements for the district in which the lot is located, and the rear setback area shall be 44 screened from arterial streets with fencing or landscaping, as may be appropriate. Accessory 45 structures may be placed in the designated rear setback area, but shall be located no closer to 46 the street right-of-way than the required setback for accessory structures.   47 92 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0307 – SPECIAL SETBACK REQUIREMENTS SEC. 66.0307 SPECIAL SETBACK REQUIREMENTS Last Updated: February 17, 2026 Page 10 (4) Large Project Setbacks. The Plan Commission may establish the front yard, side yard, street yard, 1 and rear yard setbacks for projects built in the R-2 District, all PUD projects, and projects involving 2 multiple buildings on a single parcel in the B-1 District. The various setbacks shall complement 3 the adjacent properties’ setbacks.4 93 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0307 – SPECIAL SETBACK REQUIREMENTS SEC. 66.0307 SPECIAL SETBACK REQUIREMENTS Last Updated: February 17, 2026 Page 11 1 2 94 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0311 – R1 SINGLE FAMILY RESIDENCE DISTRICT SEC. 66.0311 – R1 SINGLE FAMILY DISTRICT Last Updated: February 17, 2026 Page 12 SECTION 66.0311 – R1 SINGLE FAMILY RESIDENCE DISTRICT 1 Sec. 66.0311 R-1 Single-Family Residence District  2 The Single-Family Residence (R-1) District is intended to provide a pleasant, safe, and quiet residential 3 environment of moderate density (minimum 20,000 square foot lots) free from traffic hazards or 4 public annoyances. The district is only allowed in areas where public sewer and water services are 5 available.  6 (1) Permitted Uses.  7 (a) Single-family dwellings, including short-term rentals. 8 (b) Licensed community and other living arrangements, which have a capacity for eight (8) or 9 fewer persons, subject to the limitations set forth in Wis. Stats. §62.23(7)(i).  10 (c) Public parks.  11 (d) Essential services, municipal buildings and facilities.  12 (2) Permitted Accessory Uses. 13 [See Sec. 66.0501, Accessory Uses and Structures] 14 (a) Detached garages shall not be used, rented or leased to any individual who is not the 15 property owner or an occupant residing on the property. 16 (b) Ground-mounted and building-mounted earth station dish and terrestrial antennas.  17 (c) Home occupations  and professional home offices. [See Sec. 66.0501(4)]  18 (d) Private swimming pools.  19 (e) Private tennis courts.  20 (f) Solar collectors attached to the principal structure. 21 (g) Any use customary and incidental to the above permitted uses as determined by the Zoning 22 Administrator and the Plan Commission Chair.  23 (3) Conditional Uses. 24 (a) Bed and breakfast establishments as provided for in Wis. Stats. §50.51(b) and Chapter HSS 25 197 of the Wisconsin Administrative Code, or its successor code.  26 (b) Licensed community and other living arrangements, which have a capacity of at least nine 27 (9) persons.  28 (c) Private parks and playgrounds.  29 (d) Utility substations, municipal wells, pumping stations and towers ; provided that those 30 structures are a minimum of 50 feet from any side or rear lot line.  31 (e) Solar energy collectors erected as an accessory structure. 32 (f) Utilities requiring a building.  33 (g) Antennas over 35 feet tall. 34 (h) Accessory structures in the front yard. 35 (4) Dimensional Lot Standards. 36 R-1 District Dimensional Lot Standards Table Lot Minimum Area 20,000 square feet Minimum Width (interior lot) 75 feet Minimum Width (corner lot) 110 feet Minimum Green Space 50% of lot must be left as green space Structural Standards Maximum Height 35 feet Minimum Width 24 feet [1] Minimum Floor Area (one bedroom) 900 square feet 95 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0311 – R1 SINGLE FAMILY RESIDENCE DISTRICT SEC. 66.0311 – R1 SINGLE FAMILY DISTRICT Last Updated: February 17, 2026 Page 13 Minimum Floor Area (two bedrooms) 1,000 square feet Minimum Floor Area (three or more bedrooms) 1,200 square feet Accessory Structures Maximum Height 35 feet, but shall not exceed height of principal structure Minimum Setbacks Principal Structure Front Yard (on public street) 70 feet from centerline of street right-of-way Front Yard (not on public street) 40 feet from edge of easement or edge of pavement Side Yard 10 feet one side; 25 feet total [2] Rear Yard 40 feet Accessory Structures Side Yard 10 feet one side; 25 feet total [2] Rear Yard 40 feet 1. Excluding attached garages. 2. Where a side-entry garage exists, the setback shall be at least 27 feet in width as measured from the closest point of the garage door opening that is perpendicular to the side lot line (5) Building Design Standards.  1 (a) The exterior walls of all principal residential buildings shall be covered by either stucco, 2 cement siding, wood, wood clapboards, wood shakes, vinyl, steel or aluminum beveled 3 siding, brick, stone or other masonry-type veneer or other similar materials.  4 (b) All principal residential buildings shall be placed on, and be attached to a permanently 5 enclosed foundation in accord with the standards set forth in Wis. Stats. § 70.043(1) and 6 Chapter ILHR 21 of the Wisconsin Administrative Code, or its successor code. 7 (6) Other Architectural Standards.  8 (a) The Plan Commission shall approve the style and exterior design of dwellings in a 9 development. The developer shall designate specific lots for certain building designs to 10 ensure that no two adjacent dwelling units/buildings will look identical.  11 (b) If a wall that is visible from a public street exceeds 50 feet in length, 20% of the length of 12 that wall shall project or recess at a minimum depth of 3% , and there must be a change in 13 the materials and texture utilized, or a permanent architectural feature must be provided.  14 (c) A detached garage shall be visually compatible and complementary to the residential 15 building it serves, and it shall be designed and oriented to minimize the visual effect of the 16 scale or mass of the garage. Visual interest shall be created on all sides of the garage that 17 are visible from a public street through the use of landscaping, berms, architectural 18 features, building materials, and/or orientation.   19 (d) Attached garages for single family homes shall be designed and oriented so that they do 20 not dominate the front facade of the building to which they are attached. 21 (e) Street trees shall be planted by the property owner along all existing and new public rights-22 of-way at a rate of at least one tree per 40 feet. If a driveway leading to the parking area is 23 longer than 100 feet, trees shall also be planted along at least one side of such driveway at 24 the rate specified. All tree species shall be approved by the Zoning Administrator and the 25 Plan Commission Chair.  26 (f) All dwelling units must be served by public streets and not private roads. In the R-1 District 27 all driveways must be paved from the edge of abutting street pavement to the edge of the 28 right-of-way or easement.29 96 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0312 – R-2 MULTIPLE-FAMILY RES. DISTRICT SEC. 66.0312 – R-2 MULTIPLE-FAMILY RES. DISTRICT Last Updated: February 17, 2026 Page 14 SECTION 66.0312 – R-2 MULTIPLE-FAMILY RESIDENCE DISTRICT 1 Sec. 66.0312 R-2 Multiple-Family Residence District  2 The Multiple-Family Residence (R-2) District is intended to provide a housing area less spacious than 3 the R-1 District by allowing multiple -family residences to be mi xed with single-family residences and 4 certain forms of institutional housing arrangements. The district is only allowed in areas where public 5 sewer and water services are available.   6 (1) Permitted Uses.  7 (a) Single-family dwellings, including short-term rentals.  8 (b) Licensed community and other living arrangements, which have a capacity for eight or fewer 9 persons, subject to the limitations set forth in Wis. Stats. §62.23(7)(i).  10 11 (c) Public parks.  12 (d) Essential services, municipal buildings and facilities.  13 (e) Residential condominiums, and multiple family dwelling units. 14 (f) Boarding houses.  15 (g) Licensed family day care homes subject to the regulations set forth in Wis. Stats. §48.65. 16 (h) Duplexes. 17 (2) Permitted Accessory Uses.  18 [See Sec. 66.0501, Accessory Uses and Structures] 19 (a) Detached garages shall not be used, rented or leased to any individual who is not the 20 property owner or an occupant residing on the property.    21 (b) Ground-mounted and building-mounted earth station dish and terrestrial antennas.  22 (c) Home occupations and professional home offices. [See Sec. 66.0501(d)]  23 (d) Private swimming pools.  24 (e) Private tennis courts.  25 (f) Solar collectors attached to the principal structure.  26 (g) Any use customary and incidental to the above-mentioned  permitted uses as determined 27 by the Zoning Administrator  and the Plan Commission Chair. 28 (3) Conditional Uses. 29 (a) Bed and breakfast establishments as provided for in Wis. Stats. §50.51(b) and Chapter HSS 30 197 of the Wisconsin Administrative Code, or its successor code.  31 (b) Licensed community and other living arrangements which have a capacity of at least nine (9) 32 persons.  33 (c) Private parks and playgrounds.  34 (d) Utility substations, municipal wells, pumping stations and towers shall be a minimum of 50 35 feet from any side or rear lot line.  36 (e) Solar energy collectors erected as an accessory structure.  37 (f) Utilities requiring a building.  38 (g) Antennas over 35 feet tall.  39 (4) Dimensional Lot Standards. 40 R-2 District Dimensional Lot Standards Table Lot Minimum Area 20,000 square feet Minimum Width (interior lot) 75 feet Minimum Width (corner lot) 110 feet Minimum Green Space 40% of lot must be left as green space Structure Standards Principal Structure Maximum Height 35 feet Minimum Width 24 feet [1] 97 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0312 – R-2 MULTIPLE-FAMILY RES. DISTRICT SEC. 66.0312 – R-2 MULTIPLE-FAMILY RES. DISTRICT Last Updated: February 17, 2026 Page 15 Minimum Floor Area (one bedroom) 900 square feet Minimum Floor Area (two bedrooms) 1,000 square feet Minimum Floor Area (three or more bedrooms) 1,200 square feet Minimum Setbacks Principal Structure Front Yard (on public street) 60 feet from the centerline of street right-of-way Front Yard (not on public street) 40 feet from edge of easement or edge of pavement Side Yard 10 feet one side; 25 feet total [2] Rear Yard 30 feet Accessory Structures Side Yard 10 feet one side; 25 feet total [2] Rear Yard 30 feet 1. Excluding attached garages. 2. Where a side-entry garage exists, the setback shall be at least 27 feet in width as measured from the closest point of the garage door opening that is perpendicular to the side lot line. (5) Building Design Standards. 1 (a) The exterior walls of all principal residential buildings shall be covered by either stucco, 2 cement siding, wood, wood clapboards, wood shakes, vinyl, steel or aluminum beveled 3 siding, brick, stone or other masonry-type veneer or other similar materials.  4 (b) All principal residential buildings shall be placed on, and be attached to a permanently 5 enclosed foundation in accord with the standards set forth in Wis. Stats. § 70.043(1)  and 6 Chapter ILHR 21 of the Wisconsin Administrative Code, or its successor code. 7 (6) Unit Densities . The maximum dwelling unit density shall be six (6) units per acre. The Plan 8 Commission may modify the density standard by a ¾ -majority vote of the Commissioners, but 9 only if supplemental design elements or improvements are incorporated into the project which 10 compensate for the increased density.  11 (7) Other Architectural Standards.    12 (a) The Plan Commission shall approve the style and exterior design of all buildings in R -2 13 projects. The developer shall designate specific lots for certain building designs to ensure 14 that no two adjacent dwelling units/buildings shall look identical.   15 (b) If a wall that is visible from a public street exceeds 50 feet in length, 20% of the length of 16 that wall shall project or recess at a minimum depth of 3%, and there must be a change in 17 the materials and texture utilized, or a permanent architectural feature must be provided.  18 (c) A detached garage shall be visually compatible and complementary to the residential 19 building it serves, and it shall be designed and oriented to minimize the visual effect of its 20 scale or mass. Visual interest shall be created on all sides of the garage that are visible from 21 a public street through the use of landscaping,  berms, architectural features, building 22 materials, and/or orientation.   23 (d) In the R -2 District, attached garages for multi -family developments shall be designed and 24 oriented so that they do not dominate the front facade of the building to which they are 25 attached. Attached garages shall not occupy more than 30% of the front facade of the 26 building. Not more than six (6) garage doors may appear on any multifamily building facade 27 containing front doors, and the plane along such garage doors shall be broken by an offset 28 of at least 2 feet if more than two (2) garage doors are in a row. 29 (e) Sidewalks not less than 3 feet in width shall be provided to all building entrances connecting 30 the building to the required parking areas or driveways.  31 98 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0312 – R-2 MULTIPLE-FAMILY RES. DISTRICT SEC. 66.0312 – R-2 MULTIPLE-FAMILY RES. DISTRICT Last Updated: February 17, 2026 Page 16 (f) If a sidewalk exists along the public street(s) abutting the lot, then a sidewalk(s) shall be 1 provided connecting all the buildings to the public street.  2 (g) Street trees shall be planted by the property owner along all existing and new public rights-3 of-way at a rate of at least one tree per 40 feet. If a driveway leading to the parking area is 4 longer than 100 feet, trees shall also be planted along at least one side of such driveway at 5 the rate specified. All tree species shall be approved by the Plan Commission.  6 (h) All dwelling units must be served by public streets and not private roads. In the R -7 2 district, all driveways and parking spaces must be paved.  8  9 99 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0313 – R-3 LARGE LOT RES. DISTRICT SEC. 66.0313 – R-3 LARGE LOT RES. DISTRICT Last Updated: February 17, 2026 Page 17 SECTION 66.0313 – R-3 LARGE LOT RESIDENCE DISTRICT 1 Sec. 66.0313 R-3 Large Lot Residence District  2 The Large Lot Residence (R-3) District is intended to accommodate the development of residential uses 3 in a manner which protects the natural environment and reflects the open, country character of 4 development found at the fringe of the community. This district is intended to be utilized in areas of 5 the Village not served by public sewer and water and where future higher density residential and 6 business development is not planned.  7 (1) Permitted Uses.  8 (a) Single-family dwellings, including short-term rentals. 9 (b) Licensed community and other living arrangements, which have a capacity for eight (8) or 10 fewer persons, subject to the limitations set forth in Wis. Stats. §62.23(7)(i). 11 (c) Public parks.  12 (d) Essential services, municipal buildings and facilities.  13 (2) Permitted Accessory Uses.  14 [See Sec. 66.0501, Accessory Uses and Structures] 15 (a) Detached garages shall not be used, rented or leased to any individual who is not the 16 property owner or an occupant residing on the property.    17 (b) Ground-mounted and building-mounted earth station dish and terrestrial antennas.  18 (c) Home occupations and professional home offices. [See Sec. 66.0501(4)]   19 (d) Private swimming pools.  20 (e) Private tennis courts.  21 (f) Solar collectors attached to the principal structure.  22 (g) Any use customary and incidental to the above permitted uses as determined by the Zoning 23 Administrator and the Plan Commission Chair. 24 (3) Conditional Uses. 25 (a) Bed and breakfast establishments as provided for in Wis. Stats. §50.51(b) and Chapter HSS 26 197 of the Wisconsin Administrative Code, or its successor code.  27 (b) Licensed community -based residential living facilities, which have a capacity of at least 28 sixteen (16) but no more than twenty (20) persons.  29 (c) Licensed family day care homes subject to the regulations set forth in Wis. Stats. §48.65.  30 (d) Private parks and playgrounds.  31 (e) Utility substations, municipal wells, pumping stations and towers shall be a minimum of 32 50 feet from any side or rear lot line.  33 (f) Solar energy collectors erected as an accessory structure.  34 (g) Utilities requiring a building.  35 (h) Parking of a semi-tractor or other large trucks in accord with Sec. 66.0405(b).  36 (i) Antennas over 35 feet tall.  37 (j) Keeping and raising of non-domestic animals incidental to the principal use of the premises 38 may be permitted, on a non-commercial basis, subject to the following limitations: 1310)  39 1. No endangered species, exotic species or wild animals shall be permitted.  40 2. No hoofed animals or roosters are permitted.  41 3. No more than six (6) poultry/fowl per five acres.  42 4. No more than six (6) fur bearing animals per five acres.  43 5. The progeny of permitted non-domestic animals, which exceed the permitted number, 44 may remain on the property for up to nine (9) months.  45 6. All non-domestic animals shall be housed or confined a minimum of at least 100 feet 46 from all property lines.  47 100 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0313 – R-3 LARGE LOT RES. DISTRICT SEC. 66.0313 – R-3 LARGE LOT RES. DISTRICT Last Updated: February 17, 2026 Page 18 7. All structures, fences, coops or yards where non -domestic animals are kept shall be 1 maintained in a clean and sanitary  manner; devoid of rodents and vermin and free of 2 objectionable odors.  3 8. The Plan Commission may establish further restrictions on animals that create 4 excessive noise. 5  (5) Dimensional Lot Standards. 6 R-3 District Dimensional Lot Standards Table Lot Minimum Area 5 acres Minimum Width (interior lot) 300 feet Minimum Width (corner lot) 90 feet Minimum Green Space 80% of the lot must be left as green dpace Structure Standards Principal Structure Maximum Height 35 feet Minimum Width 24 feet [1] Minimum Floor Area (one bedroom) 900 square feet Minimum Floor Area (two bedrooms) 1,000 square feet Minimum Floor Area (three or more bedrooms) 1,200 square feet Minimum Setbacks Principal Structure Front Yard (on public street) 80 feet from centerline of street right-of- way Side Yard 10 feet one side; 25 feet total [2] Rear Yard 50 feet Accessory Structures Side Yard 10 feet one side; 25 feet total [2] Rear Yard 50 feet 1. Excluding attached garages. 2. Where a side-entry garage exists, the setback shall be at least 27 feet in width as measured from the closest point of the garage door opening that is perpendicular to the side lot line. (6) Building Design Standards. 7 (a) The exterior walls of all principal residential buildings shall be covered by either stucco, 8 cement siding, wood, wood clapboards, wood shakes, vinyl, steel or aluminum beveled 9 siding, brick, stone or other masonry-type veneer or other similar materials.  10 (b) All principal residential buildings shall be placed on, and be attached to, a permanently 11 enclosed foundation in accord with the standards set forth in Wis. Stats. § 70.043(1) and 12 Chapter ILHR 21 of the Wisconsin Administrative Code, or its successor code.   13 (7) Other Architectural Standards.    14 (a) The Plan Commission shall approve the style and exterior design of dwellings in a 15 development. The developer shall designate specific lots for certain building designs to 16 ensure that no two adjacent dwelling units/buildings shall look identical.  17 (b) If a wall that is visible from a public street exceeds 50 feet in length, 20% of the length of 18 that wall shall project or recess at a minimum depth of 3%, and there must be a change in 19 the materials and texture utilized, or a permanent architectural feature must be provided.  20 (c) A detached garage shall be visually compatible and complementary to the residential 21 building it serves. It shall be designed and oriented to minimize the visual effect of the scale 22 or mass of the garage. Visual interest shall be created on all sides of the garage that are 23 visible from a public street through the use of landscaping, berm s, architectural features, 24 building materials, and/or orientation.   25 (d) In the R-3  District  attached garages for single family homes shall be designed and oriented 26 so that they do not dominate the front facade of the building to which they are attached. 27 101 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0313 – R-3 LARGE LOT RES. DISTRICT SEC. 66.0313 – R-3 LARGE LOT RES. DISTRICT Last Updated: February 17, 2026 Page 19 (b) Street trees shall be planted by the property owner along all existing and new public rights-1 of-way at a rate of at least one tree per 40 feet. If a driveway leading to the parking area is 2 longer than 100 feet, trees shall also be planted along at least one side of such driveway at 3 the rate specified. All tree species shall be approved by the Zoning Administrator and the 4 Plan Commission Chair. 5 (f) All dwelling units must be served by public streets. In the R-3 District all driveways must be 6 paved from the edge of abutting street pavement to the edge of the right -of-way or 7 easement.8 102 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0314 – R-4 SMALL LOT RESIDENCE DISTRICT SEC. 66.0314 – R4 SMALL LOT RESIDENCE DISTRICT Last Updated: February 17, 2026 Page 20 SECTION 66.0314 – R-4 SMALL LOT RESIDENCE DISTRICT 1 Sec. 66.0314 R-4 Small Lot Residence District  2 The Small Lot Residence (R -4) District is intended to provide a pleasant, safe and quiet residential 3 environment for workforce housing. This district is only allowed as a PUD where it is demonstrated 4 that the development will provide housing for individuals working full time within the area served by 5 the Gibraltar School District who meet the standards as established for Door County. The district is 6 only allowed in areas where public sewer and water services are available. 7 (1) Permitted Uses.  8 (a) Single-family dwellings.  9 (b) Public parks.  10 (c) Essential services, municipal buildings and facilities.  11 (d) The R -4 Zoning District shall consist of single family, duplex, townhouse and apartment 12 dwelling units or any combination thereof at a percentage mix as permitted by the Plan 13 Commission. Transient housing is not permitted. 14 (e) Licensed community and other living arrangements, which have a capacity for eight (8) or 15 fewer persons, subject to the limitations set forth in Wis. Stats. §62.23(7)(i). 16 (2) Permitted Accessory Uses.  17 [See Sec. 66.0501, Accessory Uses and Structures] 18 (a) Detached garages shall not be used, rented or leased to any individual who is not the 19 property owner or an occupant residing on the property. 20 (b) Ground-mounted and building-mounted earth station dish and terrestrial antennas.  21 (c) Home occupations and professional home offices. [See Sec. 66.0501(4)]  22 (d) Solar collectors attached to the principal structure.  23 (e) Any use customary and incidental to the above permitted uses as determined by the 24 Zoning Administrator and the Plan Commission Chair.   25 (3) Conditional Uses. 26 (a) Private parks and playgrounds.  27 (b) Utility substations, municipal wells, pumping stations and towers [Must be a minimum of 28 50 feet from any side or rear lot line.]  29 (c) Solar energy collectors erected as an accessory structure.  30 (d) Utilities requiring a building.  31 (e) Antennas over 35 feet tall.  32 (f) Licensed community based residential living facilities, which have a capacity of at least 33 sixteen (16) but no more than twenty (20) persons.  34 (4) Dimensional Lot Standards. 35 R-4 District Dimensional Lot Standards Table Lot Minimum Area 5000 square feet Minimum Width (interior lot) 60 feet Minimum Width (corner lot) 75 feet Minimum Green Space 20% of lot must be left as green space Structure Standards Principal Structure Maximum Height 35 feet Minimum Width 24 feet [1] Minimum Floor Area (one bedroom) 700 square feet 103 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0314 – R-4 SMALL LOT RESIDENCE DISTRICT SEC. 66.0314 – R4 SMALL LOT RESIDENCE DISTRICT Last Updated: February 17, 2026 Page 21 Principal Structure Minimum Floor Area (two bedrooms) 900 square feet Minimum Floor Area (three or more bedrooms) 1,000 square feet Accessory Structures Maximum Height Shall not exceed height of principal structure Minimum Setbacks Principal Structure Front Yard (on public street) 10 feet from furthest extension to right-of-way (e.g. the porch); 20 feet from the wall to right-of-way Front Yard (not on public street) 20 feet from edge of road easement; if no easement, measured from edge of pavement Side Yard (from wall) 8 feet one side; 16 feet total Rear Yard 25 feet Accessory Structures Side Yard, Accessory Structure <120 Square Feet 5 feet one side; 20 feet total Side Yard, Accessory Structure >120 Square Feet 8 feet one side; 16 feet total Rear Yard 15 feet 1. Excluding attached garages. 2. (5) Building Design Standards. 1 (a) The exterior walls of all principal residential buildings shall be covered by either stucco, 2 cement siding, wood, wood clapboards, wood shakes, vinyl, steel or aluminum beveled 3 siding, brick, stone or other masonry-type veneer or other similar materials.  4 (b) All principal residential buildings shall be placed on, and be attached to a permanently 5 enclosed foundation in accord with the standards set forth in Wis. Stats. § 70.043(1) and 6 Chapter ILHR 21 of the Wisconsin Administrative Code, or its successor code.   7 (6) Other Architectural Standards. 8 (a) The Plan Commission shall approve the style and exterior design of dwellings in a 9 development. The developer shall designate specific lots for certain building designs to 10 ensure that no two adjacent dwelling units/buildings shall look identical.  11 (b) If a wall that is visible from a public street exceeds 50 feet in length, 20% of the length of 12 that wall shall project or recess at a minimum depth of 3%, and there must be a change in 13 the materials and texture utilized, or a permanent architectural feature must be provided.  14 (c) A detached garage shall be visually compatible and complementary to the residential 15 building it serves. It shall be designed and oriented to minimize the visual effect of the scale 16 or mass of the garage. Visual interest shall be created on all sides of the garage that are 17 visible from a public street through the use of landscaping,  berms, architectural features, 18 building materials, and/or orientation.   19 (d) In the R-4 District, attached garages for multifamily developments shall be designed and 20 oriented so that they do not dominate the front facade of the building to which they are 21 attached. Attached garages shall not occupy more than 30% of the front facade of the 22 building. Not more than six (6) garage doors may appear on any multifamily building facade 23 containing front doors, and the plane along such garage doors shall be broken by an offset 24 of at least 2 feet if more than two garage doors are in a row.   25 104 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0314 – R-4 SMALL LOT RESIDENCE DISTRICT SEC. 66.0314 – R4 SMALL LOT RESIDENCE DISTRICT Last Updated: February 17, 2026 Page 22 (e) Sidewalks not less than 3 feet in width shall be provided to all building entrances connecting 1 the building to the required parking areas or driveways.  2 (f) If a sidewalk exists along the public street(s) abutting the lot, then a sidewalk(s) shall be 3 provided connecting all the buildings to the public street.  4 (g) Street trees shall be planted by the property owner along all existing and new public rights-5 of-way at a rate of at least one (1) tree per 40 feet. If a driveway leading to the parking area 6 is longer than 100 feet, trees shall also be planted along at least one (1) side of such 7 driveway at the rate specified. All tree species shall be approved by the Plan Commission. 8 (h) All dwelling units must be served by public streets and not private roads. In the R-4 District, 9 all driveways and parking spaces must be paved. 10 105 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0315 – CS-1 – COUNTRYSIDE DISTRICT SEC. 66.0315 – CS-1 COUNTRYSIDE DISTRICT Last Updated: February 17, 2026 Page 23 SECTION 66.0315 – CS-1 COUNTRYSIDE DISTRICT 1 Sec. 66.0315 CS-1 Countryside District  2 The Countryside (CS-1) District provides for the continuation of low -density residential housing and 3 general, non-intensive, agricultural and related use in those areas suited to farming. The intent is to 4 conserve areas with adequate soil types, drainage and topography for low-density residential use and 5 to preserve the rural landscape from an uneconomical scattering of residential development in such 6 areas. This district may appear as a residential land use on the comprehensive plan’s Future Land Use 7 Map. 8 (1) Permitted Uses.  9 (a) Single-family dwellings, including short-term rentals.   10 (b) Licensed community-based residential living facilities, which have a capacity for eight (8) or 11 fewer persons, subject to the limitations set forth in Wis. Stats. §62.23(7)(i).  12 (c) Public parks.  13 (d) Essential services, municipal buildings and facilities.  14 (e) General farming , including but not limited to apiculture, floriculture, forage crop 15 production, forestry, grain production, grazing, orchards, vineyards and truck farming.  16 (f) Horse stables.  17 (g) Tree farms and woodlots.  18 (h) Existing dwellings not accessory to any farm operation or a dwelling remaining after farm 19 consolidation.  20 (i) Indoor institutional uses.  21 (j) Churches.  22 (k) Keeping and raising of domestic stock for agribusiness, show, breeding, boarding, or other 23 purposes incidental to the principal use of the premises shall be limited to no more than 24 three (3) non-domestic animals per acre.  25 (2) Permitted Accessory Uses.  26 [See Sec. 66.0501, Accessory Uses and Structures] 27 (a) Detached garages and storage sheds. Detached garages shall not be used, rented or leased 28 to any individual who is not the property owner or an occupant residing on the property. 29 (b) Ground-mounted and building-mounted earth station dish and terrestrial antennas.  30 (c) Home occupations  and professional home offices. [See Section 66.0501(4)]  31 (d) Private swimming pools.  32 (e) Private tennis courts.  33 (f) Solar collectors attached to the principal structure.  34 (g) Any use customary and incidental to the above permitted uses as determined by the Zoning 35 Administrator and Plan Commission Chair. 36 (h) One roadside stand, no larger than 200 square feet in area, for the sale of farm products 37 produced on the premises. Any such stand shall conform to the farm stand setbacks 38 set forth in Sec. 66.0315(6)(a) and to the sign, parking  and other provisions of this Zoning 39 Code.  40 (3) Conditional Uses.  41 (a) Assembly Halls.  42 (b) Bed and breakfast establishments as provided for in Chapter HSS 197 of the Wisconsin 43 Administrative Code, or its successor code.  44 (c) Licensed community and other living arrangements, which have a capacity of at least 45 sixteen (16) but no more than twenty (20) persons.  46 (d) Licensed family day care homes subject to the regulations set forth in Wis. Stats. §48.65.  47 (e) Private parks and playgrounds.  48 106 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0315 – CS-1 – COUNTRYSIDE DISTRICT SEC. 66.0315 – CS-1 – COUNTRYSIDE DISTRICT Last Updated: February 17, 2026 Page 24 (f) Utility substations, municipal wells, pumping stations and towers shall be a minimum of 50 1 feet from any side or rear lot line.  2 (g) Solar energy collectors erected as an accessory structure.  3 (h) Utilities requiring a building.  4 (i) Parking of a semi-tractor or other large trucks in accord with Sec. 66.0405(2).  5 (j) Antennas over 35 feet tall.  6 (k) Private educational or non-animal nature study areas.  7 (l) Garden plots for rent.  8 (m) Permanent retail establishments designed for the selling of fruits, vegetables and selected 9 farm  products in stands exceeding 200 square feet in area.  10 (n) Transmitting towers, receiving towers, and relay and microwave towers without broadcast 11 facilities or studios. 12 (o) Indoor and outdoor recreation.  13 (p) Kennels.  14 (q) Utilities requiring a building.  15 (r) One roadside stand, larger than 200 square feet in area, for the sale of farm products. Any 16 such stand shall conform to the farm stand setbacks set forth in Sec. 66.0315(6)(a) and to 17 the sign, parking and other provisions of this Zoning Code. 18 (s) Agritourism Operations. 19 (4) Dimensional Lot Standards. 20 CS-1 District Dimensional Lot Standards Table Lot Minimum Area 10 acres Minimum Width 300 feet Minimum Green Space 90% of lot shall be left as green space Structure Standards Principal Structure Maximum Height 35 feet Minimum Width 24 feet [1] Minimum Floor Area (one bedroom) 900 square feet Minimum Floor Area (two bedrooms) 1,000 square feet Minimum Floor Area (three or more bedrooms) 1,200 square feet Minimum Setbacks Principal Structure Front Yard (farm buildings) Front Yard (all other buildings) 50 feet from centerline of street right-of-way 80 feet from edge of easement or edge of pavement Side Yard 10 feet one side; 25 feet total [2] Side Yard (churches) 100 feet Rear Yard 50fFeet Accessory Structures Side Yard 10 feet one side; 25 feet total [2] Side Yard (churches) 100 feet Rear Yard 50 feet 1. Excluding attached garages. 2. Where a side-entry garage exists, the setback shall be at least 27 feet in width as measured from the closest point of the garage door opening that is perpendicular to the side lot line. (5) Building Design Standards. 21 (a) The exterior walls of all principal residential buildings shall be covered by either stucco, 22 cement siding, wood, wood clapboards, wood shakes, vinyl, steel or aluminum beveled 23 siding, brick, stone or other masonry-type veneer or other similar materials.  24 107 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0315 – CS-1 – COUNTRYSIDE DISTRICT SEC. 66.0315 – CS-1 – COUNTRYSIDE DISTRICT Last Updated: February 17, 2026 Page 25 (b) All principal residential buildings shall be placed on, and be attached to a permanently 1 enclosed foundation in accord with the standards set forth in Wis. Stats. § 70.043(1) and 2 Chapter ILHR 21 of the Wisconsin Administrative Code, or its successor code.   3 (6) Special Requirements.  4 (a) Farm  stands  shall be setback at least 10 feet from all property lines.  5 (b) Buildings that house farm animals, including horses, shall be setback at least 100 feet from 6 the nearest residential property line and from any navigable water.  7 (c) Indoor institutional use buildings shall be setback a minimum of at least 50 feet from 8 residentially zoned property.  9 (d) All kennels shall be screened from all sides and shall be a minimum of at least 200 feet from 10 the side and year yard. All animals shall be kept indoors from 9:00 P.M. to 7:00 A.M.  11 (e) The minimum lot size for a horse stable shall be five (5) acres.  12 (7) Other Architectural Standards.  13 (a) The Plan Commission shall approve the style and exterior design of dwellings in a 14 development. The developer shall designate specific lots for certain building designs to 15 ensure that no two adjacent dwelling units/buildings shall look identical.  16 (b) If a wall that is visible from a public street exceeds 50 feet in length, 20% of the length of 17 that wall shall project or recess at a minimum depth of 3%, and there must be a change in 18 the materials and texture utilized, or a permanent architectural feature must be provided. 19 (c) A detached garage shall be visually compatible and complementary to the residential 20 building it serves. It shall be designed and oriented to minimize the visual effect of the scale 21 or mass of the garage. Visual interest shall be created on all sides of the garage that are 22 visible from a public street through the use of landscaping, berm s, architectural features, 23 building materials, and/or orientation.   24 (d) Street trees shall be planted by the property owner along all existing and new public rights-25 of-way at a rate of at least one tree per 40 feet. If a driveway leading to the parking area is 26 longer than 100 feet, trees shall also be planted along at least one side of such driveway at 27 the rate specified. All tree species shall be approved by the Zoning Administrator and the 28 Plan Commission Chair.  29 (e) All dwelling units must be served by public streets and not private roads. 30 (f) In the CS-1 District all driveways must be paved from the edge of abutting street 31 pavement to the edge of the right-of-way or easement. 32 108 VILLAGE OF SISTER BAY ZONING CODE Last Updated: February 17, 2026 Page 26 1 109 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT Last Updated: February 17, 2026 Page 27 SECTION 66.0320 – B-1 GENERAL BUSINESS DISTRICT 1 Sec. 66.0320 B-1 General Business District  2 The General Business (B-1) District  is intended to provide areas for attractive and accessible groupings 3 of business, commercial, office and other general retail uses in convenient locations outside of the 4 Downtown Business (B-3) District. This section provides standards for the orderly improvement and 5  development within the General Business  District based on the following principles:  6 • Development that is consistent with the natural environment.  7 • Development that maintains the Village’s traditional small town appearance, 8 in which its housing, shops, work places, parks and civic facilities co -exist in 9 relative harmony.  10 • Development that balances the needs of a resort town and a residential 11 Village.  12 • Designs that meet the architectural standards and enhance the Village’s 13 historic architecture. [See Section 4000 (Architectural Guide] 14 (1) Permitted Uses.   15 (a) Automotive body and mechanical repair. [See Sec. 66.0320(7)] 16 (a)(b) Auto sales and service.  17 (b)(c) Banks/financial institutions.  18 (c)(d) Barber shops, beauty salons and spas.  19 (d)(e) Bed and breakfasts.  20 (e)(f) Boat sales and service.  21 (f)(g) Catering services.  22 (g)(h) Churches.  23 (h)(i) Cinemas, theaters or performance halls.  24 (i)(j) Commercial laundries.  25 (j)(k) Dance studios.  26 (k)(l) Funeral homes.  27 (l)(m) Gasoline service stations. 28 (m)(n) Group day care centers. 29 (n)(o) Condominium Hotels/Motels and/or Hotel/Motel Condominiums.  30 (o)(p) Hotels/motels.  31 (p)(q) Indoor institutional uses.  32 (q)(r) Infrastructure essential services.  33 (r)(s) Information centers. 34 (s)(t) Lawn and garden centers.  35 (t)(u) Licensed massage therapy and body work facilities as certified by the State.  36 (u)(v) Light industrial food preparation, manufacturing, processing and assembly, packaging, 37 storage and distribution.  38 (v)(w) Construction supply centers.  39 (w)(x) Marinas.  40 (x)(y) Medical, dental, cosmetic and optical clinics.  41 (y)(z) Municipal buildings.  42 (z)(aa) Municipal utility facilities.  43 (aa)(bb) Parks.  44 (bb)(cc) Physical fitness centers. 45 (cc)(dd) Professional offices.  46 (dd)(ee) Public parking lots.  47 (ee)(ff) Radio and television studios.  48 Commented [BA1]: Updated zoning code to include ‘automotive body and mechanical repairs’ to B-1 District. 110 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT Last Updated: February 17, 2026 Page 28 (ff)(gg) Restaurants. [See Sec. 66.0350] 1 (gg)(hh) Retail general uses. 2 (hh)(ii) Self-service laundries and dry-cleaning facilities. 3 (ii)(jj) Single family housing in existence as of January 1, 2007 ; said housing can be utilized as a 4 short-term rental. 5 (jj)(kk) Taverns and/or cocktail lounges.  6 (kk)(ll) Trade and contractor suppliers’ offices and supply centers.  7 (ll)(mm) Travel agencies.   8 (mm)(nn) Video productions.  9 (2) Permitted Accessory Uses.  10 [See Accessory Uses and Structures – Sec. 66.0501]   11 (a) Outdoor Displays. [See Sec. 66.0506]   12 (b) Solar collectors attached to the principal structure.  13 (c) One single-family dwelling or a non-transient residential unit, located on the same property 14 as the business. The on -site parking required for the accessory residential unit must be 15 available on site. 16 (3) Conditional Uses.  17 (a) Apartments. [See Sec. 66.0320]    18 (b) Assembly Halls. 19 (c) Commercial recreation facilities (indoor and outdoor), such as arcades, bowling alleys, 20 clubs, dance halls, driving ranges, gymnasiums, health clubs, miniature golf facilities, pool 21 and billiard halls and indoor skating rinks.  22 (d) Flea Markets (limited to 12 days outdoors in any calendar year). 23 (e) Solar energy as an accessory structure.  24 (f) Non-Village utility facilities.  25 (g) Light assembly, light manufacturing and related activities.  26 (h) Seasonal employee housing. [See Sec. 66.0320(5)(b)] 27 (i) Storage. [See Sec. 66.0320(5)(a)] 28 (j) Outdoor entertainment facilities. 29 (k) Mobile Food Vendor Courts. [See Sec. 66.0320(6)] 30 (4) Dimensional Lot Standards. 31 B-1 District Dimensional Lot Standards Table Lot Served by Public Sewer [1] Minimum Area 20,000 square feet Minimum Width (interior lot) 60 feet Minimum Width (corner lot) 110 feet Lot Served by Public Sewer [1] Minimum Green Space 20% of lot shall be left as green space Lot Not Served by Public Sewer [1] Minimum Area 25,000 square feet Minimum Width (interior lot) 100 feet Minimum Width (corner lot) 110 feet Lot Not Served by Public Sewer [1] Minimum Green Space 20% of lot shall be left as green space Structure Standards Principal Structure Maximum Height 35 feet 111 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT Last Updated: February 17, 2026 Page 29 Minimum Setbacks Principal Structure Front Yard (on public streets) 45 feet from centerline of street right-of-way Front Yard (not on public street) 40 feet from edge of easement or edge of pavement Side Yard 10 feet [2] - the setback area must be green space Rear Yard 20 feet - the setback area must be green space Accessory Structures Front Yard (on public street) [3] 45 feet from centerline of street right-of-way Front Yard (not on public street) [3] 40 feet from edge of easement or edge of pavement Side Yard 10 feet [2] - the setback area must be green space Rear Yard 20 Feet - the setback area must be green space 1. Lots shall have sufficient area and width for the principal structure(s) and its accessory structures, off-street parking and loading areas, and required setbacks. 2. May be increased by Village Engineer in order to accommodate required grading between properties. 3. Accessory structures located in front yard require a conditional use permit. (5) Special Standards . This section supplements the standards contained in Sec. 66.0320(4) and 1 provides standards for the following land uses in order to control the scale and compatibility of 2 those uses within the B-1 District.  3 (a) Conditional Use Permits For Storage Buildings . At a minimum t he Plan Commission shall 4 apply the following standards when considering a Conditional Use Permit for storage 5 buildings. The minimum space for a storage unit will be 1500 square feet, and the buildings 6 containing the units must be constructed of non -metal materials other than doors and 7 windows. A storage building shall not contain more than four storage units. Real or false 8 windows must be installed on the exterior facing walls to reduce the long blank wall 9 appearance, and the buildings shall be set back a minimum of 250 feet from the centerline 10 of State Highways 42 and/or 57 and screened from the highway by other buildings. The 11 storage spaces may be for actual storage or to allow the owner or occupant to work within 12 the storage building for the purposes of maintaining their belongings such as autos, 13 boats and other belongings. Prior to the time that an Occupancy Permit will be issued, t he 14 buildings must be equipped with fire sprinklers. No overnight storage or parking of 15 materials, vehicle s, etc. outside is permitted , and none of the overhead doors shall be 16 visible from an adjacent residential property.   17 (b) New Apartment Buildings in Which Seasonal and Year -Round Employee Housing Will Be 18 Provided. New apartment buildings in which  seasonal and year-round employee housing 19 will be provided   must comply with the building height and area standards as well as the 20 unit density requirements of the R-2 District and the other requirements for that District, 21 including the fact that the property must be served by public sewer and water. [See Sec. 22 66.0312] The conversion of existing commercial buildings into apartments that will be 23 utilized for seasonal as well as year-round employee housing must also comply with the 24 parking requirements for the R-2 District . As part of the conversion of an existing 25 commercial building to one of the listed uses above, if any building addition (s) are 26 constructed at that time or in the future, the building addition (s) is/are subject to the 27 building height and area standards as well as the unit density requirements of the R -2 28 District [See Sec. 66.0312], as well as the other applicable requirements as exist. 29 (6) Mobile Food Vendor Courts. In the B-1 Zoning District mobile food vendor courts shall be allowed, 30 provided the following conditions can be satisfied: 31 (a) A lot hosting a mobile food vendor court shall be at least 20,000 square feet in area. 32 112 VILLAGE OF SISTER BAY ZONING CODE SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT SEC. 66.0320 – B-1 GENERAL BUSINESS DISTRICT Last Updated: February 17, 2026 Page 30 (b) To avoid congestion or hazardous intersections and accesses, only approved public road 1 access points shall be used to access a mobile food vendor food court. Private access may 2 be allowed by a three-quarter (3/4) majority vote of the Plan Commission. 3 (c) The mobile food vendor court parking and driving areas shall be paved and the site designed 4 for proper storm water runoff. 5 (d) To avoid overcrowding, the maximum density for the mobile food vendor court shall not 6 exceed one vendor per every 4,500 square feet of lot area. 7 (e) To account for pedestrian safety and customer waiting lines and foot traffic, and to ensure 8 there is no trespass, the mobile food vendor court, and any structures, shall have at least 9 double the required side and rear setback for a principal structure in the B-1 Zoning District, 10 and at least a distance that is equal to or greater than the required road setback for the B-11 1 District must be maintained . A ll mobile food vendor units, associated vehicles and 12 equipment, shall be located within the food vendor court itself and shall not protrude into 13 the setbacks. 14 (f) For safety reasons all mobile food vendor units must maintain a distance of 10 feet from 15 the nearest edge of any building, vehicle and combustible materials. 16 (g) No less than four (4) parking stalls shall be required for every mobile food vendor unit. 17 Mobile food vendor units on private property may not cause the host parking lot to be in 18 violation of off-street parking requirements per the Zoning Code. 19 (h) Patron seating shall be provided at a minimum rate of eight (8) chairs per mobile food 20 vendor unit. 21 (i) Toilet and hand washing facilities shall be provided in compliance with State Codes; 22 however, for sanitary and environmental purposes, portable toilets are not allowed. If 23 the restrooms are more than 100 feet from a mobile food vendor unit, signs shall be 24 posted at each mobile food vendor unit indicating where restrooms are available. An 25 exterior sign stating ’Restrooms’, shall be posted on the exterior of the restroom and 26 shall be legible from a distance of 100 feet. 27 (j) The mobile food vendor court operator shall make provisions for the on -site disposal of 28 the vendor(s) greywater to prevent improper disposal. 29 (k) One on-site sign is allowed to promote the location of the mobile food vendor court. To 30 protect the night sky and not be a distraction to the motoring public, the sign shall not 31 be illuminated. 32 (l) Any lighting associated with the mobile food vendor court shall use a hood and lens so 33 light is cast downward and onto the property so as to not disturb the night sky nor 34 adjacent properties. 35 (m) There shall be no tents except as provided in Sec. 66.0302(4)(g). Gazebos and other 36 shelters may be allowed provided they are shown on the site plan and other code 37 approvals and required permits are obtained.