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HomeMy WebLinkAboutItem 13PLAN COMMISSION STAFF REPORT MAY 5, 2026 ITEM 13: Specific Implementation Plan for a New Grocery Store, Convenience Store, and Car Wash at the Northwest Corner of South Washburn Street and West Waukau Avenue Applicant: Jim Arneson PE, FoxArneson Construction Owner: Woshkosh LLC Action Requested: The applicant requests approval of a Specific Implementation Plan (SIP) for a new grocery store, convenience store, and car wash. Applicable Ordinance Provisions: Planned Development standards - Section 30-387 Property Location and Background Information: The subject site consists of three parcels totaling approximately 39 acres, including the existing Oshkosh Outlet Mall, restaurant building, and mini golf course. The Outlet Mall property has frontage along South Washburn Street and West Waukau Avenue and is zoned Suburban Mixed Use District with a Planned Development Overlay (SMU-PD) and the mini golf course and restaurant properties have frontage on South Washburn Street and are zoned Suburban Mixed Use District (SMU). Per the previous rezone item, the applicant has requested rezone of the mini golf and restaurant properties to SMU-PD to provide consistent zoning for all three subject properties. The surrounding area consists primarily of commercial uses and SMU zoning along with Business Park (BP) zoning to the west. The 2040 Comprehensive Land Use Plan has the subject properties slated for Interstate Commercial. Use/Site Design: The applicant is proposing commercial redevelopment of the site. As proposed, the first phase includes a grocery store (Woodman’s) on Lot 1 and a fuel and lube center along with a drive-through car wash building and vacuum stations on Lot 2. The existing mini golf course will remain on Lot 3 and Lot 5 will be used for storm water management. Access: As proposed, the site will have two driveway accesses off of S. Washburn Street and two off of W. Waukau Avenue. The City’s Transportation Department is supportive of the proposed driveway accesses. A cross-access agreement is needed to allow shared driveway connections between the lots. Parking: Code requires a minimum of one parking space per 300 square feet of gross floor area for indoor sales uses. The applicant is requesting a Base Standard Modification (BSM) to allow reduced parking on the grocery store site from the code minimum of 907 spaces to 591 spaces. As noted in the preceding GDP staff report, Staff is supportive of a base standard modification (BSM) for the proposed number of parking spaces as the plan meets the parking requirement for the indoor sales portion of the building and also meets the indoor storage parking requirement for the storage portion of the building. Page 1 ITEM 13: SIP – S. Washburn St. & W. Waukau Ave. The proposed Lot 2 includes 14 parking stalls, which meets the minimum requirement of one parking space per 300 square feet of gross floor area for the C-store. The plan also includes 13 vacuum parking stalls along the car wash building. Building height and setbacks: The proposed buildings are within the maximum height for the SMU District and Airport Zoning District and the plan meets all setback requirements for both sites, with the exception of the rear setback of the car wash building on Lot 2. Staff is supportive of a BSM for this setback reduction as the rear property line is abutting Lot 5, which is used for storm water management. Staff is also recommending a BSM to allow the existing mini golf course and associated parking lot within the side setback of the newly created Lot 3. The existing pavement will have a 4’ 4” setback from the south property line and the existing building will have a 14’ 1” setback from the south property line. Staff does not have concerns with the reduced setback as it is adjacent to the shared access drive and is consistent with the setback from the existing lot line. Signage: The proposed site plan includes a ground sign on Lot 2, along S. Washburn Street. The ground sign meets height, area, and setback requirements for the SMU district. The proposed buildings include wall signage, which appear to be within the maximum wall sign area of 1 sq. ft. per linear foot of building frontage for the SMU District. Finals sign plans will be approved under a separate building permit. Landscaping: Code requires building foundation, paved area, street frontage, and yard landscaping requirements to be met for the proposed site. The applicant has provided a landscaping plan for the initial phase of the development. Building Foundation: A minimum of 40 landscaping points per 100 linear feet of building foundation is required for each building. Code further specifies that 25% of the points shall be on the side facing the public street and 50% shall be on the main entrance side. The landscape plan is meeting the building foundation planting requirement for the car wash building. They are requesting a BSM for reduced main entrance side landscaping for the C- Store building to 39 points where code requires 53 points. Staff does not have concerns with the point reduction for this requirement as overhead doors for the lube center limit available area for plantings. The applicant has exceeded the overall foundation point requirement as well as the street side landscaping requirement to offset this BSM request. For the food market building, the applicant is requesting BSMs to allow reduced overall building foundation landscaping to 551 points where code requires 986 points as well as reduced main entrance side landscaping points to 280 points where code requires 493 points. According to the applicant, building foundation landscaping has been omitted in select high- traffic areas of the food market building footprint. Specifically, the applicant has noted that foundation plantings are not shown along the northern portion of the main entrance (east) façade for the following reasons: Page 2 ITEM 13: SIP – S. Washburn St. & W. Waukau Ave. - This is a high pedestrian traffic area with people pushing carts and is adjacent to a large number of ADA parking spaces. People using ADA spaces often need more space for access. Eliminating landscape plantings in this area allows more room for both sets of users to interact without conflict. - Some customers in other stores have reported tripping when they cut through landscape areas. Given this is a high traffic area and some customers may walk through any provided landscaping beds, eliminating planting beds provides a safety benefit. Staff is supportive of the BSM requests to allow reduced building foundation landscaping due to high traffic areas along the building, including the loading areas on the west side of the building and the pedestrian traffic areas along the east side of the building. The applicant is providing additional paved area and yard landscaping in other areas of the site to offset the BSM requests for reduced building foundation landscaping. Paved Area: A minimum of 50 landscaping points per ten parking stalls or 10,000 sq. ft. of paved area is required for the parking lots on both sites of the initial development. The code further specifies 30% of all points will be devoted to tall trees and 40% will be devoted to shrubs. Code also requires landscape planter islands at ends of all parking rows, driveway entrances, and intermediate locations so that there is a maximum of 180 ft. between islands. Interior parking lot landscaping is not required for parking lots with less than 20 spaces (Lot 2). The applicant is exceeding the point requirements for Lots 1 and 2. The applicant is requesting a BSM to allow the Lot 1 western parking rows, nearest the building, without the required parking row and intermediate landscape islands. According to the applicant, placement of landscape islands in these areas would prevent their preferred number of ADA stalls from being available near the building. Staff is supportive a BSM to allow these parking rows without landscape islands as it is needed to accommodate ADA parking stalls and may also be in areas of high customer traffic. To offset the requested BSM, the applicant has exceeded the total paved area point requirement. The planting size of the parking lot trees is also double the minimum installation diameter. This will provide an enhanced immediate visual impact for the site. Street Frontage: Code requires 100 landscaping points per 100 feet of right-of-way. Code further specifies that 50% of the required points shall be devoted to medium trees. The landscaping plan meets this requirement along the street frontages for both sites. Staff is recommending a condition that if Lots 3 and 4 are not developed with three (3) years, street frontage landscaping shall be installed per street frontage landscaping requirements. This is intended to provide an appropriately landscaped street frontage if the lots remain undeveloped for a long period of time. Yards: Code requires 20-yard landscaping points per 1,000 sq. ft. of gross floor area. The landscaping plan meets the yard landscaping requirement for Lot 2. The applicant is requesting a BSM to allow landscaping placed on Lot 5 to contribute to the yard landscaping point Page 3 ITEM 13: SIP – S. Washburn St. & W. Waukau Ave. requirement on Lot 1. Staff is supportive of this BSM request as Lot 5 is an outlot used for storm water purposes that functions as part of the overall site. Storm Water Management: The applicant has been in contact with the Department of Public Works regarding storm water management for the subject area. The final storm water management plans will be approved during the Site Plan Review process. Site Lighting: The applicant has submitted a photometric plan for the initial development phase. The plan utilizes 22 foot tall light poles on three foot tall bases, which exceeds the maximum light fixture height for the SMU District. The applicant intends to revise the plan to reduce light poles to 20 foot maximum height, with a 3 foot base to meet code. Lighting levels meet the minimum requirement of 0.4 fc for all parking and drive areas. Lighting levels exceed the maximum of 0.5 fc at internal property lines and may be exceeding 1.0 fc at the public right- of-way. Staff is supportive of increased lighting level at internal property lines as there will be shared access between properties and the storm water outlot (Lot 5) will remain undeveloped. Food Market Facades: The prosed food market façades will consist of a combination of brick, glass, EIFS, composite aluminum panel, and precast concrete. Code requires 50% Class I materials and prohibits Class IV materials on front and side facades. Rear building elevations are exempt from this requirement. Below are the proposed material percentages for each façade by material class. East (front): 49.3% Class I, 15% Class II & III, 35.7% Class IV South (front): 48.1% Class I, 10.6% Class II, 41.3% Class IV North (side): 32.3% Class I, 11% Class II, 56.7% Class IV West (rear): 2% Class I, 1% Class II, 97% Class IV The applicant is requesting BSMs to allow use of a Class IV material (precast concrete) and reduced Class I materials on the front and side facades. According to the applicant, the use of precast concrete panels is consistent with the Woodman’s prototypical building, with the precast panels incorporating architectural detailing including horizontal and vertical reveals and Formliner sheets that simulate traditional clay brick and concrete masonry unit construction. They further state that while the total percentage of Class I materials does not strictly meet the numerical threshold established by ordinance, they believe the combination of upgraded masonry treatments, enhanced articulation, added glazing, and overall façade composition fulfills the architectural intent of the code and results in a high- quality, visually engaging building appropriate for this commercial corridor. Due to the uniquely large size and prototypical design of Woodman’s grocery stores, staff is supportive of variation to the design standards to accommodate the development. Although precast concrete is considered a Class IV material, articulation including brick columns, window openings, and canopy projections serve to enhance the appearance of the building. Staff does not have concerns with the requested reduction of Class I materials on the street facing facades as it is only slightly deficient (1-2%) of the 50% Class I material requirement. Staff is also supportive of the Class I material reduction to 32.3% on the north façade as this is a Page 4 ITEM 13: SIP – S. Washburn St. & W. Waukau Ave. side elevation that will not be highly visible to the public. The substantial setback of the development from the primary street, including commercial outlots, as well as the parking lot trees with increased planting size will serve to soften the view of the building from the street. Gas & Lube Center Facades: The proposed gas and lube center facades will consist of a combination of brick, glass, and composite aluminum panel. The elevation plan exceeds the 50% Class I material requirement on all facades. Below are the proposed material percentages for each façade by material class. East (front): 67% Class I, 33% Class III South (side): 82% Class I, 18% Class III North (side): 93% Class I, 7% Class III West (rear): 88% Class I, 12% Class III Car Wash Facades: The car was facades will consist of a combination of brick, glass, and composite aluminum panel. Below are the proposed material percentages for each façade by material class. East (front): 75% Class I, 25% Class III South (side): 42% Class I, 58% Class III North (side): 45% Class I, 55% Class III West (rear): 51% Class I, 49% Class III The applicant is requesting BSMs to allow reduced Class I materials to 42% and 45% on the north and south side facades, where code requires 50%. Staff is supportive of this BSM request as the most visible façade from the street (east) will exceed the Class I material requirement by 25% and the overall building will exceed the Class I material requirement by 8%. Overall site: The applicant is requesting BSMs related to parking, setbacks, specific landscaping requirements, building materials, and lighting levels. To compensate for the BSM requests, the applicant is providing 119% of the total required landscaping points for Lot 1 and 114% for Lot 2. The applicant is also installing trees at twice the minimum size and exceeding Class I material requirements on all facades of the gas & lube center and two facades of the Car Wash building. Staff is comfortable that the applicant has sufficiently offset the requested BSMs and the overall site will be complementary to the surrounding area. Findings: (a) The proposed Planned Development project is consistent with the overall purpose and intent of the Zoning Ordinance as the proposed commercial uses of the site will not have a negative impact on the public because they are permitted uses for the SMU District. (b)The proposed Planned Development project is consistent with the City’s Comprehensive Plan as the proposed commercial uses are consistent with the 2040 Comprehensive Land Use Plan recommendation of Interstate Commercial. Page 5 ITEM 13: SIP – S. Washburn St. & W. Waukau Ave. (c)The proposed Planned Development project would maintain the desired relationships between land uses, land use densities and intensities, and land use impacts because the commercial uses of the property are compatible with neighboring commercial land uses and the site design is consistent with SMU district standards. (i)The proposed Planned Development project will produce significant benefits in terms of environmental design and significant alternative approaches to addressing development performance that relate to and more than compensate for any requested exceptions/base standard modifications variation of any standard or regulation of this Chapter because the applicant is exceeding total landscaping point requirements, increasing planting size, and exceeding Class I material requirements on certain building facades to offset the requested BSMs. Recommendation/Conditions: Staff recommends approval of the Specific Implementation Plan with the findings listed above and the proposed following conditions: 1.Cross-access agreement shall be filed with the Winnebago County Register of Deeds. 2.Final plat shall be approved by Common Council prior to redevelopment. 3. Base Standard Modification (BSM) to allow reduced parking on Lot 1 (grocery store) to 591 spaces. 4. BSM to allow reduced rear yard setback for car wash building to 10 ft. 5.BSM to allow reduced building foundation landscaping to 551 points for Food Market building. 6. BSM to allow reduced main entrance side building foundation landscaping to 280 points for Food Market building. 7. BSM to allow reduced main entrance side building foundation landscaping to 39 points for the Gas & Lube Center building. 8.BSM to allow parking rows adjacent to the building on Lot 1 without required intermediate landscape islands and parking row end landscape islands. 9.BSM to allow off-site landscaping on Lot 5 to contribute to yard landscaping point requirements on Lot 1. 10. BSM to allow reduced Class I building materials on Car Wash building facades to 42% (south) and 45% (north). 11. BSM to allow a Class IV material (precast concrete) on all facades of the Food Market building. 12. BSM to allow reduced Class I building materials on the Food Market building to 49.3% (east), 48.1% (south), and 32.3% (north). 13. BSM to allow lighting levels to exceed 0.5 fc at interior property lines. 14. BSM to allow reduced side yard (south) setback for existing mini golf course building to 14.1 ft. and existing pavement to 4.5 ft. on Lot 3. 15.Final landscaping and lighting plans shall be reviewed and approved by the Department of Community Development. 16. Street frontage landscaping shall be installed on Lots 3 and 4, per landscaping ordinance requirements, if the lots are not developed with three (3) years. Page 6 U N I VERSAL ST E DR S W A S H B U R N S T IN S U R A N C E W A Y (U N I M P R O V E D ) WH I T E TA I L L N W WAUKAU AVE WO O D M A N ' S F O O D M A R K E T OS H K O S H , W I OV E R A L L S I T E P L A N N IN )EET *RAPHIC SCALE 0 16004040 SHEET NUMBER DESIGNED BY: CHECKED BY: JOB NO. DATE: PROJECT MANAGER: R.A. Smith, Inc. C SCALE: DA T E DE S C R I P T I O N %U R R N I L H O G  : I _ A S S O H W R Q  : I _ 0 D G L V R Q  : I CH G D U E X U J  : I _ N D S H U Y L O O H  I L _ I U Y L Q H  C A Know what's below. before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF R.A.SMITH, INC. ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOT BE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANY MANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF R.A.SMITH, INC. PREL I M I N A R Y NOT F O R CONS T R U C T I O N Page 7 →→→→→ → →→→ APPROVED 2025-156 CHECKED DRAWN A 7 4 3 2 1 B C D E 56 A B C D E 7 4 3 2 156 22030 PAW JRA JRA WOODMAN'S GAS & LUBE XXXX SIGNAGE A211 EXTERIOR Page 8 EXISTIN* TREES TO RE0AIN LOT 2 LOT  LOT 4 LOT 1 LOT 5 STOR0 :ATER :. :A8.A8 A9E. S. : A S H % 8 R N S T . S. : A S H % 8 R N S T . 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TRWDO PRLQWV RHTXLUHG 1045 TRWDO PRLQWV PURYLGHG 124 11 WO O D M A N ' S F O O D M A R K E T OS H K O S H , W I OV E R A L L L A N D S C A P E P L A N SHEET NUMBER %U R R N I L H O G  : I _ A S S O H W R Q  : I _ 0 D G L V R Q  : I CH G D U E X U J  : I _ N D S H U Y L O O H  I L _ I U Y L Q H  C A N IN )EET *RAPHIC SCALE 0 16004040 PREL I M I N A R Y NOT F O R CONS T R U C T I O N Page 9 EC-2 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-2 EIFS-1 GL-2 GL-2 GL-2 GL-2 EC-1 EC-1 BR-2 GL-2 GL-2 EC-1 AL-1REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 REF-1 EIFS-1 AL-2 AL-1 REF-1 EIFS-1 GL-1P-1 P-1 AL-2 AL-2 AL-1 EC-1 EC-1 BR-1 GL-1 AL-1 EC-2 AL-1 BR-1 GL-2 GL-2 GL-1 GL-1 GL-2 GL-2 REF-1 EIFS-1 AL-2 EIFS-1 REF-1 EIFS-1 REF-1 EIFS-1 REF-1 REF-1 EIFS-1 BR-1BR-1 BR-2 REF-1 EIFS-1 EC-1EC-1 BR-1 EIFS-1 REF-1 REF-1 EIFS-1 BR-1 REF-1 EIFS-1 BR-1 REF-1 EIFS-1 EC-1 REF-1 EIFS-1 AL-2 AL-2 AL-2 AL-2 AL-2 GL-2 GL-2GL-2 GL-2 GL-2 BR-1 EC-1GL-1 GL-1 EC-1 EC-1 EC-1 EC-1 EC-1EC-1 REF-1 EIFS-1 BR-1 REF-1 REF-1REF-1 P-1 P-1 P-1 EC-1 EC-1 EC-1 EC-1EC-1 REF-1 EIFS-1 BR-1 REF-1 REF-1REF-1REF-1 P-1 P-1 P-1 P-1 P-1 P-1 APPROVED LDG PROJECT NO. DATE: SHEET NO. REVISION CONSULTANT CHECKED DRAWN SHEET TITLE KEYPLAN A 7 4 3 2 1 B C D E 56 A B C D E 7 4 3 2 156 PROJECT INFORMATION WOODMAN'S FoxArneson 834 East Washington Avenue Suite 249 Madison, WI 53703 608.276.4400 FOXARNESON.COM EMPLOYEE OWNED FA PROJECT NO. A220 2025-156 EXTERIOR COLOR AND FINISH SCHEMES 22030 Author 02/27/26 Approver Checker OSHKOSH RETAIL OSHKOSH WI FOOD MARKET SCALE:1/16" = 1'-0" PARTIAL EAST ELEVATION - FINISHES1 SCALE:1/16" = 1'-0" PARTIAL EAST ELEVATION - FINISHES2 SCALE:1/16" = 1'-0" PARTIAL WEST ELEVATION - FINISHES4 SCALE:1/16" = 1'-0" PARTIAL WEST ELEVATION - FINISHES3 SCALE:1/16" = 1'-0" TYPICAL COLOR SCHEME AT THIN BRICK VENEER5 THIN BRICK VENEER BR-1 THIN BRICK VENEER BR-2 SCALE:1/16" = 1'-0" TYPICAL COLOR SCHEME AT THIN BRICK VENEER6 LEGEND - KEYNOTE KEY VALUE KEYNOTE TEXT AL-1 COLOR NO 1 BRITE RED; COMPOSITE ALUMINUM PANEL AL-2 COLOR NO 2 PLATINUM; COMPOSITE ALUMINUM PANEL BR-1 BRICK - TAN BRICK BR-2 BRICK - LIGHT BRICK EC-1 COLOR NO 1 CUSTOM COLOR TO MATCH BR-1; ELASTOMETRIC COATING SYSTEM EC-2 COLOR NO 2 COAST POINT; ELASTOMETRIC COATING SYSTEM EIFS-1 COLOR NO 2 STO WHITE; EIFS GL-1 COLOR NO.1 CLEAR VISION GLASS GL-2 COLOR NO.2 COLORED SPANDREL GLASS P-1 EXTERIOR DOOR COLOR; SANTE FE TAN REF-1 COLOR NO 1 BRITE RED; ROOF EDGE FASCIA Page 10 GL-2 AL-1 AL-2GL-2 BR-1 EC-1 BR-1 EIFS-1 EC-1 GL-2 EC-1 REF-1 EIFS-1 REF-1 EIFS-1 EC-1 BR-1 REF-1 BR-1 GL-2 EIFS-1 BR-1 REF-1 EIFS-1 BR-1 GL-2 EIFS-1 REF-1 GL-2 REF-1 EIFS-1 BR-1 EIFS-1 REF-1 BR-1 EIFS-1 REF-1 REF-1 EIFS-1 BR-2 REF-1REF-1 EIFS-1 BR-1 REF-1 EIFS-1 EC-1 BR-1 EC-2 BR-1 EIFS-1 BR-1 EC-1 REF-1 P-1 P-1 P-1 P-1 P-1 EC-1 GL-2 EC-2 GL-2 AL-2 AL-1 EC-1 EC-2 BR-1 GL-2 BR-1 REF-1 EIFS-1 EIFS-1 REF-1 BR-1 REF-1 EIFS-1 BR-1 GL-2 EIFS-1 REF-1 BR-1 EIFS-1 REF-1 REF-1 EIFS-1 EC-1 GL-2 REF-1 EIFS-1 BR-1 GL-2 EIFS-1 REF-1 BR-1 REF-1 EIFS-1 BR-1 GL-2 EC-1 EIFS-1 REF-1 BR-1 REF-1 EIFS-1 BR-1 EC-1 EIFS-1 REF-1 BR-1 REF-1 GL-2 EIFS-1 BR-1 BR-1 REF-1 P-1 P-1 P-1 P-1 EC-1REF-1 P-1 EC-1REF-1 EC-1REF-1 EC-1REF-1 EC-1REF-1 EC-1REF-1 EC-1REF-1 P-1 EC-1REF-1 AL-2 EC-1REF-1 AL-2 APPROVED LDG PROJECT NO. DATE: SHEET NO. REVISION CONSULTANT CHECKED DRAWN SHEET TITLE KEYPLAN A 7 4 3 2 1 B C D E 56 A B C D E 7 4 3 2 156 PROJECT INFORMATION WOODMAN'S FoxArneson 834 East Washington Avenue Suite 249 Madison, WI 53703 608.276.4400 FOXARNESON.COM EMPLOYEE OWNED FA PROJECT NO. A221 2025-156 EXTERIOR COLOR AND FINISH SCHEMES 22030 Author 02/27/26 Approver Checker OSHKOSH RETAIL OSHKOSH WI FOOD MARKET SCALE:1/16" = 1'-0" NORTH ELEVATION1 SCALE:1/16" = 1'-0" SOUTH ELEVATION2 SCALE:1/16" = 1'-0" LOADING DOCK 166 - S5SCALE:1/16" = 1'-0" LOADING DOCK 166 - E4SCALE:1/16" = 1'-0" LOADING DOCK 166 - N3 SCALE:1/16" = 1'-0" LOADING DOCK 159 - N6 SCALE:1/16" = 1'-0" LOADING DOCK 159 - S8SCALE:1/16" = 1'-0" LOADING DOCK 159 - E7 SCALE:1/16" = 1'-0" SWITCHGEAR/ WATER ROOM - E10 SCALE:1/16" = 1'-0" SWITCHGEAR/ WATER ROOM - S11SCALE:1/16" = 1'-0" SWITCHGEAR/ WATER ROOM - N9 LEGEND - KEYNOTE KEY VALUE KEYNOTE TEXT AL-1 COLOR NO 1 BRITE RED; COMPOSITE ALUMINUM PANEL AL-2 COLOR NO 2 PLATINUM; COMPOSITE ALUMINUM PANEL BR-1 BRICK - TAN BRICK BR-2 BRICK - LIGHT BRICK EC-1 COLOR NO 1 CUSTOM COLOR TO MATCH BR-1; ELASTOMETRIC COATING SYSTEM EC-2 COLOR NO 2 COAST POINT; ELASTOMETRIC COATING SYSTEM EIFS-1 COLOR NO 2 STO WHITE; EIFS GL-2 COLOR NO.2 COLORED SPANDREL GLASS P-1 EXTERIOR DOOR COLOR; SANTE FE TAN REF-1 COLOR NO 1 BRITE RED; ROOF EDGE FASCIA Page 11 A 7 4 3 2 1 B C D E 56 A B C D E 7 4 3 2 156 APPROVED LDG PROJECT NO. DATE: SHEET NO. REVISION CONSULTANT CHECKED DRAWN SHEET TITLE KEYPLAN PROJECT INFORMATION WOODMAN'S EMPLOYEE OWNED FA PROJECT NO. 2025-156-03 22030 LDG 02/27/26 FA LDG OSHKOSH RETAIL OSHKOSH WI GAS & LUBE A220 EXTERIOR FINISHES Page 12 CONSULTANT PROJECT NAME/LOCATION OWNER CAR WASH WOODMAN'S APPROVED LDG PROJECT NO. DATE: SHEET NO. REVISION CHECKED DRAWN SHEET TITLE FA PROJECT NO. 2025-156-03 22030 LDG 04/15/26 FA LDG EMPLOYEE OWNED A6.1 EXTERIOR FINISHES RESU%MITTAL 04-15-2026 Page 13 WHITETAIL LA U NIV ERSALST UNIVERSAL CT IN S U R A N C E W A Y SWASHBURNST W WAUKAU AV POBEREZNY RD ·$44 !"#$41 !"#$41 Oshkosh City LimitOshkosh City Limit J:\GIS\Planning\Plan Commission Site Plan Map Template\2023 Plan Commission Site Plan Map Template.mxd User: katrinam Prepared by: City of Oshkosh, WI Printing Date: 3/3/2026 1 in = 300 ft1 in = 0.06 mi¯Notice Map City of Oshkosh maps and data are intended to be used for general identification purposes only, and the City of Oshkoshassumes no liability for the accuracy of the information. Those using the information are responsible for verifying accuracy. Forfull disclaimer please go to www.ci.oshkosh.wi.us/GISdisclaimer Page 14 S W A S H B U R N S T W WAUKAU AV !"#$41 !"#$41 UNIVERSALST ENTERPRISEDR IN S U R A N C E W A Y WH I T E T A I L L A W WAUKAU AV S W A S H BURN ST S W A S H B U R N S T !"#$41 !"#$41 Os h k o s h Os h k o s h Cit y Cit y Lim i t Lim i t BP MR-12 SMU SMU SMU-PD J:\GIS\Planning\Plan Commission Site Plan Map Template\2023 Plan Commission Site Plan Map Template.mxd User: katrinam Prepared by: City of Oshkosh, WI Printing Date: 3/3/2026 1 in = 240 ft1 in = 0.05 mi¯Zoning & Aerial Map City of Oshkosh maps and data are intended to be used for general identification purposes only, and the City of Oshkoshassumes no liability for the accuracy of the information. Those using the information are responsible for verifying accuracy. Forfull disclaimer please go to www.ci.oshkosh.wi.us/GISdisclaimer Page 15