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1 TO: Planning & Zoning Commission RE: Conditional Use Permit for increase in square footage and location of accessory building, HB-3247, 3764 N. Overland Rd. FROM: Todd Gerbers, Director of Planning and Code Compliance DATE: October 5, 2026 GENERAL INFORMATION 1. Applicant(s): Nikolay & Lyubov Yakovenko 2. Parcel: HB-3247 3. Address: 3764 N. Overland Rd. 4. Present Zoning: R-2-R: Rural Residential District. ANALYSIS: The Conditional Use Permit verbiage for such accessory buildings reads as follows: Accessory structures and fences which do not conform to the requirements identified elsewhere in this chapter, but which are designed, constructed and maintained so as to be harmonious and appropriate in appearance with the existing or intended character of the general vicinity or use and will not change the essential character of the same area. The applicable detached accessory building regulation reads as follows: May be the greater of 864 square feet or 1/60 th the lot square footage, but shall not exceed 2,500 square feet. Detached accessory buildings located closer to a street right-of-way than the rear plane of the principal structure shall not exceed the lesser of 864 square feet or the maximum allowed accessory building square footage as described in Subsection D(1)(b) BACKGROUND The current property owner, Nikolay & Lyubov Yakovenko, of parcel HB-3247 located at 3764 N. Overland Rd. is proposing to construct a detached accessory building of 1,700 square feet on their property located at 3764 N. Overland Rd. The current lot size of 99,965 square feet would allow up to 1,666 square feet of accessory building (1/60 th of the lot square footage) by ordinance. This request would consist of a Conditional Use Permit as the new accessory building would not conform to the requirements identified in the zoning code. The two conditions that would require the CUP would be the request for an increase in maximum total accessory building square footage to 1,700 (34 square feet greater than the maximum noted in the ordinance) and the placement of the proposed building being closer to the street right-of- way than the rear plane of the principal structure exceeding the 864 square foot limit. ISSUE: Consider Conditional Use Permit, HB-3247, 3764 N. Overland Rd. – 1,700 square foot accessory building on property to be located closer to the street than the rear plane of the principal structure RECOMMENDATION: Staff recommends conditional approval. 2 The parcel is located directly across the street from the Village Public Works building and has the overhead power transmission lines running diagonally across the front area of the parcel. Additionally, there is a steep drop off Village Staff has also discussed the possibility of enlarging the existing attached garage with the property owner, but by Village ordinance they are limited to no more than 50% of the total footprint of the garage and dwelling combined. With concerns of overall appearance with such a large garage addition, the property owner would prefer to proceed with the CUP request. Therefore, the property owner is requesting review of a Conditional Use Permit to increase the size of the proposed building and allowing the increased building square footage to be located closer to the street than allowed by ordinance. The proposed building would comply the required setback of 40 feet from the front property line, will be located just behind the 100 foot transmission line easement. Attached is their conceptual site plan and draft Conditional Use Permit. RECOMMENDATION/CONDITIONS Staff would recommend that any approval of this CUP request to increase the allowable square footage to a total of 1,700 be contingent upon the following: 1. All four building elevations of the new structure are constructed of materials similar to those on the existing residential dwelling on the property 2. Maximum of one detached accessory building be allowed on site 3. Accessory building shall not be utilized to operate a business 4. Property owner to provide Village Staff with written approval from transmission line company 2990 S. Pine Tree Rd. Hobart, WI 54155 tele: 920-869-3809 fax: 920-869-2048 Conditional Use Permit A Conditional Use Permit is hereby granted for the construction of a detached accessory building located at 3764 N. Overland Rd., Hobart, Wisconsin (HB-3247) as approved by the Village Board on November 4, 2026. This Permit is subject to the following Limitations and Conditions: Limitations: • A maximum of one detached accessory building is allowed on site. Conditions: 1. All four building elevations of the new structure are constructed of materials similar to those on the residential dwelling currently under construction on the property. 2. Accessory building shall not be utilized to operate a business. 3. Property owner to provide Village Staff with written approval from transmission line company. _______________________________________________ ______________________________ Director of Planning and Code Compliance Date 1. GENERAL PROJECT 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. CONDITIONS LISTED BELOW ARE FOR THIS PLAN ONLY. ANY EXCEPTIONS ARE NOTED ON THE PLAN.2. ALL DIMENSIONS ARE TO STUD THICKNESS. OVERALL DIMENSIONS ARE TO OUTSIDE OF STUDS. ALL DIMENSIONS FROM ACTUAL FINISHED SURFACES, ARE NOTED ON THE PLAN. ALLOWANCES SHALL BE MADE FOR FLOOR & WALL FINISHES.3. DIMENSIONS ARE TO BE FIELD VERIFIED & ADJUSTED ACCORDINGLY. THE DESIGNER SHALL BE NOTIFIED OF ANY VARIANCES BEFORE CONTRACTOR BEGINS OR PROCEEDS WORK.4. ALL MATERIALS, DETAILS, & INSTALLATION, SHALL BE IN ACCORDANCE W/ THE MANUFACTURES STANDARDS & SPECIFICATIONS.5. 22" X 36" ATTIC ACCESS PANEL TYP. INSTALL IN BETWEEN TRUSSES-VERIFY EXACT LOCATION ON SITE.6. WATER HEATER LOCATION TO BE VERIFIED PRIOR TO CONSTRUCTION BY THE GENERAL CONTRACTOR.7. MOISTURE RESISTANT GYP. BD. ON ALL WET WALLS WHERE APPROPRIATE. 8. INSULATE ALL PLUMBING WALLS - TYP.9. COORDINATE ALL FLOOR FRAMING W/ PLANNED PLUMBING FIXTURES TO ENSURE DRAINS DO NOT HIT FRAMING MEMBERS, BOX OUT FRAMING WHERE NEEDED.10. ALL CABINET LAYOUTS ARE CONCEPTUAL. CONSULT CABINET DESIGNER/PROVIDER FOR EXACT SIZES & LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS.11. FIRE SEPARATION MUST BE PROVIDED BETWEEN HOUSE & GARAGE (SEE CODE FOR DETAILS).2. WALL INFORMATION:- TALL WALLS: ARE OVER 10'-0" & NEED TO BE DESIGNED BY ENGINEERED WOOD PRODUCTS SUPPLIER (EWP)HOUSE FOUNDATION: 8" X 8'-0" CONCRETE WALL, SEE FOUNDATION PLAN FOR 10" & 12" WALLS W/ NO STEP ENTRYGARAGE FOUNDATION: 6" X 4'-0" CONCRETE WALLPORCH/PATIO FOUNDATION: 6" X 3'-4" CONCRETE WALLHOUSE EXTERIOR: 2X6 X 9'-1 1/8" WALLS @ 16" O.C. (BLUE COLOR ON PLAN)HOUSE EXTERIOR: 2X6 X 10'-1 1/8" WALLS @ 16" O.C. - SEE PLAN (BLUE COLOR W/ CROSS HATCH ON PLAN)HOUSE INTERIOR: 2X4 X 9'-1 1/8" WALLS @ 16" O.C. (ORANGE COLOR ON PLAN)3. HEADERS:STD. HEADERS: (2) 2X12 SELECT STRUCTURAL HEM FIR W/ FLAT (VERIFY W/ HEADER SCHEDULE)TOP OF WINDOW R.O.S.: FIRST FLOOR @ 6'-10" ABOVE SUBFLOOR- MINIMUM OF (2) TRIM/SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6'-0" AND GREATER.6. FRAMING NOTES:1. PLAN IS DRAWN ACCORDINGLY FOR 3 1/2" CASING.2. FRAMER IS RESPONSIBLE FOR TRANSFERRING POINT LOADS FROM ABOVE, THROUGH THE FLOOR SYSTEM(S) & WALLS, W/ SOLID BLOCKING DOWN TO CONCRETE FOUNDATION WALLS BELOW.3. WOOD STAIR W/ 8" MAX RISE W/ 10" TREADS MIN 1 1/2" DIA. HANDRAIL AT 36" HIGH ABOVE NOSING (TYP.) OR AS NOTED ON THE PLAN.4. FRAMER TO REFERENCE SUPPLIER JOISTS LAYOUT PLAN TO VERIFY EXACT SIZE & LOCATION OF STAIR OPENINGS.5. SEE SECTIONS & DETAILS FOR ADDITIONAL STAIR INFORMATION.6. FRAMER TO REFERENCE JOISTS/TRUSS LAYOUT PLANS TO VERIFY EXACT SIZE & LOCATION OF ALL FLUSH HEADERS & BEAMS IN FLOOR SYSTEM.7. TAPERED WALLS ARE TO BE FRAMED TO UNDERSIDE OF ROOF TRUSSES/RAFTERS. 7. WINDOWS & DOORS:1. WINDOW & DOOR DIMENSIONS IN INCHES & DRAWN ON PLAN TO NEAREST WHOLE INCH.2. MANUFACTURER TO PROVIDE SUPPLIER WITH EXACT R.O. SIZES AND DETAILS. VERIFY THAT ALL CODE REQUIREMENTS ARE MET.8. FOUNDATION:1. CONCRETE CONTRACTOR & BUILDER ARE RESPONSIBLE FOR DETERMINING SITE SOIL CONDITIONS & TO FOLLOW STANDARDS PER SPS 320.24. THE MOST RESTRICTIVE STANDARDS OF SPS 312.15 - SPS 321.18, ACI 318-14 & ACI 332-14 FOR ALL FOOTING & WALL REINFORCEMENT, IF NEEDED, MUST BE FOLLOWED. 2. ASSUMED SOIL CAPACITY IS 3,000 PSF - FTG SIZES MUST BE ADJUSTED FOR VARYING SITE DETERMINED SOIL BEARING CONDITIONS.3. BUILDER TO PROVIDE HEADERS AT CONCRETE OPENINGS IF NOT NOTED IN FOUNDATION PLAN4. POURED CONCRETE FOOTINGS TO BEAR ON UNDISTURBED SOIL BELOW THE FROST LINE5. STEEL COLUMNS TO SUPPORTS 12,000#(LBS) OR AS NOTED ON PLAN.6. INTERIOR BEARING WALLS TO SIT ON CONTINUOUS CONCRETE FOOTINGS, STUDS @ 16 O.C. W/ BLOCKING OR LATERAL BRACING.7. ALL LUMBER IN PERMANENT CONTACT W/ CONCRETE MUST BE PRESSURE TREATED LUMBER AS PER WI SPS 321.0.8. DUE TO UNKNOWN GRADE CONDITIONS, ACTUAL STEPS IN FOUNDATION WALLS & LOCATION OF WINDOW WELLS ARE TO BE DETERMINED. ON SITE BY GENERAL CONTRACTOR.9. FLOOR DRAINS, SUMP PIT & PUMP ARE TO BE LOCATED IN THE FOUNDATION BY THE GENERAL CONTRACTOR:10. COORDINATE W/ PLUMBING CONTRACTOR FOR ALL UNDER-SLAB PIPING & DRAINS PRIOR TO POURING SLAB..9. HVAC1. WOOD STOVE FIREPLACE UNIT - VERIFY LOCATION & CLEARANCES.2. ALL HEATING EQUIPMENT SHALL BE DIRECT VENTING & SEALED COMBUSTION UNITS.3. AC UNIT, FURNACE, BOILER & RADIANT HEAT TUBING & DISTRIBUTION TO BE LOCATED & VERIFIED PRIOR TO CONSTRUCTION.4. HVAC, ELECTRICAL & PLUMBING ARE TO BE DESIGN BUILD, COMPLYING W/ ALL LOCAL, STATE, CODES, & ARE TO BE THE FULL RESPONSIBILITY OF THE CONTRACTOR, THE DESIGNER ASSUMES NO LIABILITY.5. ALL EQUIPMENT, ALL MECHANICAL, HVAC, ELECTRICAL, & PLUMBING SYSTEMS TO BE MAINTAINED ACCORDING TO MANUFACTURE'S STANDARDS. BUILDING OWNER AND/OR BUILDING OCCUPANTS ASSUME FULL RESPONSIBILITY FOR MAINTENANCE & OPERATION10. SITE1. ELECTRICAL SERVICES & WELL LOCATIONS ARE TO BE DETERMINED ON SITE BY GENERAL CONTRACTOR & VERIFIED PRIOR TO CONSTRUCTION BY THE GENERAL CONTRACTOR.2. CARE SHOULD BE TAKEN TO LEAVE EXISTING ITEMS & NATURAL ELEMENTS UNDISTURBED & STILL ACCOMMODATE WORK, EXISTING AREAS TO BE PROTECTED DURING CONSTRUCTION. DISTURBANCE OF ANY TREES, BUSHES & OTHER NATURAL ELEMENTS & LANDSCAPING TO BE DETERMINE W/ OWNER(S) & GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. CARE SHOULD BE TAKEN TO PROTECT REMAINING TREES & THEIR ROOT SYSTEMS DURING CONSTRUCTION.3. GENERAL CONTRACTOR MUST COMPLY W/ STATE & LOCAL REGULATIONS FOR SITE DRAINAGE & CONSTRUCTION SITE STORM WATER RUNOFF.4. ALL PERMITS, EROSION PLAN, SEDIMENT CONTROL PLAN & BMPS ARE THE RESPONSIBILITY OF GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS.5. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR LIMITING THE ACCUMULATION OF WASTE MATERIALS & RUBBISH. WASTE MATERIALS SHALL BE REMOVED FROM THE PREMISES DAILY. 4. FLOOR SYSTEM:(SEE FOUNDATION PLAN & SECTIONS)BASEMENT: 4" MUD SLABMAIN FLOOR: 18" FLOOR TRUSSES @ 16" O.C.STD. LOADING (PER SQFT): 40# LL, 20# DL (W/ TILE)25# DL FOR GRANITEDEFLECTION: LL=L/480 DL=L/240DURATION OF LOAD: 1.00%5. ROOF SYSTEM:- 2X10 WOOD RAFTERS @ 16" O.C. - SNOW LOAD FOR WISCONSIN ZONE #2STD. LOADING (PER SQFT): 30# TCLL, 10# TCDL, 10# BCDLDEFLECTION: LL=L/240, DL=L/180DURATION OF LOAD: 1.15% NOTES:1. DIMENSIONS ARE TO BE FIELD VERIFIED & ADJUSTED ACCORDINGLY. THE DESIGNER SHALL BE NOTIFIED OF ANY VARIANCES BEFORE CONTRACTOR BEGINS OR PROCEEDS WORK.2. WATER, SEWER, ELECTRICAL, GAS METER, AC UNIT - VERIFY LOCATION PRIOR TO CONSTRUCTION3. CARE SHOULD BE TAKEN TO LEAVE EXISTING ITEMS UNDISTURBED AND STILL ACCOMMODATE WORK, EXISTING AREAS TO BE PROTECTED DURING CONSTRUCTION4. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR LIMITING THE ACCUMULATION OF WASTE MATERIALS AND RUBBISH. WASTE MATERIALS SHALL BE REMOVED FROM THE PREMISES DAILY.IMPERVIOUS AREALOT: 99,965 SQFTHOUSE/GARAGE/ENTRY/PATIO:3,701 SQFTSTORAGE:1,700 SQFTFRONT WALKWAY: 196 SQFTDRIVEWAY:4,630 SQFTTOTAL IMPERVIOUS AREA 10,228 SQFT& GRAVEL DRIVEWAYTOTAL PERVIOUS AREA 89,737 SQFTGREEN SPACE PERCENT 89.77% 3764-OVERLAND ROAD - ESA -SLOPE AREAFLOODPLAIN/DNR99,965 SF3764 OVERLAND RDHOBART, WI 54155HB-32472849160SETBACK25'-0"SETBACK40'-0" SETBACK10'-0" SETBACK25'-0"SETBACK25'-0"68' 760 775 755 765 770 730 720 4630 SFGRAVEL DRIVE34'-0"50'-0"1700 SFSTORAGE3701 SFHOUSE(PERIMETER OFFOUNDATION)777'-0" F.F.50'-0"50'-0" ESA SETBACK20'-0" 12'-0"770 765 775 SETBACK10'-0" HOUSE DETACHED ACCESSORY12'-0"12'-0" 28'-0"6'-0"6'-0" THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS NOT TO BE USED FOR OTHER WORK OR REPRODUCTION EXCEPT BY WRITTEN AGREEMENT. © LIMITLESS DEZIGN 2026IT IS AGREED THAT ALTHOUGH EVERY EFFORT HAS BEEN MADE PREPARING AND CHECKING THESE PLANS FOR ACCURACY, THE GENERAL CONTRACTOR AND/OR OWNER MUST REVIEW ALL DIMENSIONS, DETAILS AND NOTES BEFORE BEGINNING ANY CONSTRUCTION AND ARE HEREBY HELD RESPONSIBLE FOR ALL NECESSARY RESOLUTIONS.Scale:Date:Drawn by:DVG #: 920.664.1284limitlessdezign@gmail.comAs indicatedYAKOVENKO RESIDENCE3764 OVERLAND RD , HOBART, WI 54155A100TITLE PAGE05.28.2026DVGProject Number:2026-005DRAWING LISTSHEETNUMBER SHEET NAMEA100 TITLE PAGEA101 ELEVATIONSA200 FOUNDATION PLANA201 FLOOR PLANA202 WALL BRACING PLANA300 SECTIONSA301 SECTIONSA302 SECTIONS1" = 30'-0"2PRELIMINARY SITE PLAN A custom map created by an online user of GIS map services provided by www.browncountywi.gov Brown County WI, Brown County Wisconsin This map was printed from BrownDog online GIS 9/30/2026 Brown County WI 1 inch equals 193 feet Original Page Size: 11.0 × 8.5 in output_file=r"E: \DATA\PrintLayouts\BrownDog2\Br print_basemap_choice="Color Base Map"