CDA Agenda & Packet July 28, 2026

1 AGENDA CITY OF MONONA COMMUNITY DEVELOPMENT AUTHORITY Monona City Hall – Conference Room 5211 Schluter Road, Monona, WI Tuesday July 28, 2026 6:30 pm 1. Call to Order 2. Roll Call 3. Approval of CDA Meeting Minutes of July 7, 2026, and July 17, 2026. 4. Appearances 5. Public Hearing (None) 6. Old Business A. Continued Review, Discussion, and Possible Action (if necessary) of Development Proposal and Tax Increment Finance Request for 112-208 Owen Road (Slinde Realty and MSP Companies). B. Convene in Closed Session (if necessary) Pursuant to Wisconsin State Statute Section 19.85(1)(e) Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session (112-208 Owen Road). C. Reconvene in Open Session Under Wisconsin State Statute 19.85(2) (if necessary). D. Discussion and Possible Action on Items Arising from Closed Session (112-208 Owen Road) (if necessary). 7. New Business A. None 8. Update on Existing and Proposed Developments A. Staff Report on Development Projects and Applications. B. CDA Questions and Requests for Information Concerning Development Projects. 9. Upcoming CDA Meetings – The next regular meeting is scheduled for August 25, 2026. 10. Adjournment Note: Upon reasonable notice, the City of Monona will accommodate the needs of disabled individuals through auxiliary aids or services. For additional information or to request this service, contact Christina Kahl at (608) 222-2525 (not a TDD telephone number), FAX (608) 222-9225, or through the City Police Department TDD telephone number 441-0399. The public is notified that any final action taken at a previous meeting may be reconsidered pursuant to the City of Monona ordinances. A suspension of the rules may allow for final action to be taken on an item of New Business. It is possible that members of and a possible quorum of members of other governmental bodies of the municipality may be in attendance at the above stated meeting to gather information or speak about a subject, over which they have decision- making responsibility. Any governmental body at the above stated meeting will take no action other than the governmental body specifically referred to above in this notice. Community Development Authority Minutes - DRAFT July 7, 2026 1 Minutes Community Development Authority July 7, 2026 Chair Stolper called the Community Development Authority (CDA) meeting to order at 6:30 pm. Present: Chair Tom Stolper, Alder Brian Holmquist, Alder Doug Wood, Mr. Andrew Homburg, Mr. Dave Lombardo and Mr. Scott Kelly. Excused: Ms. Jennifer Henderson. Also Present: Mayor Nancy Moore, Planning Director Doug Plowman, City Attorney Bill Cole and Katrina Becker. MINUTES A motion by Mr. Homburg, seconded by Mr. Kelly, to approve the open and closed session minutes of May 12, 2026, meeting carried with no corrections. APPEARANCES There were no appearances. PUBLIC HEARING (NONE) OLD BUSINESS A. Discussion, and Possible Action (if necessary) of Redevelopment Proposal and Tax Increment Finance Request for Gisholt Drive and W. Broadway Parcels (Galway Companies, Inc.). None. B. Convene in Closed Session (if necessary) Pursuant to Wisconsin State Statute Section 19.85(1)(e) Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session (Gisholt Drive and W. Broadway- Development Agreement Consideration). Attorney Cole shared that in accordance with the court decision in Oitzinger v. City of Marinette the reason for the Closed Session was to discuss the Development Agreement and to provide direction to the negotiating team. Motion by Alder Holmquist, second by Alder Wood, to convene in closed session. On a roll call vote, all members voted aye to convene in closed session at 6:32 pm. C. Reconvene in Open Session Under Wisconsin State Statute 19.85(2) (if necessary). Community Development Authority Minutes - DRAFT July 7, 2026 2 Motion by Alder Wood, second by Mr. Lombardo, to reconvene into open session. Motion carried. The CDA reconvened into open session at 7:47 pm. D. Discussion and Possible Action on Items Arising from Closed Session (Gisholt Drive and W. Broadway) (if necessary). No action was taken. NEW BUSINESS A. None REPORTS OF STAFF AND CDA MEMBERS Planning Director Plowman updated the CDA that a Temporary Certificate of Occupancy had been issued for the Topgolf development and they plan to open to the public in August. He also shared that the Phase II Northpointe project on E. Broadway in TID #6 received building permits and will begin construction shortly. UPCOMING CDA MEETINGS The next regular meeting is scheduled for July 28, 2026. ADJOURNMENT A motion was made by Mr. Homburg, seconded by Mr. Kelly to adjourn. The motion carried. (7:53 pm) Community Development Authority Minutes - DRAFT July 17, 2026 1 Minutes Community Development Authority July 17, 2026 Chair Stolper called the Community Development Authority (CDA) meeting to order at 12:01 pm. Present: Chair Tom Stolper, Alder Brian Holmquist, Alder Doug Wood, Mr. Andrew Homburg, Ms. Jennifer Henderson and Mr. Scott Kelly. Excused: Mr. Dave Lombardo. Also Present: Planning Director Doug Plowman, City Attorney Bill Cole and Katrina Becker. MINUTES There were no minutes for review. APPEARANCES There were no appearances. PUBLIC HEARING (NONE) OLD BUSINESS A. Discussion, and Possible Action (if necessary) of Redevelopment Proposal and Tax Increment Finance Request for Gisholt Drive and W. Broadway Parcels (Galway Companies, Inc.). Chair Stolper provided an update regarding the Development Agreement based on the July 7, 2026 CDA meeting. The Developer has accepted all changes but one, and that is the subject of the meeting. Mr. Steve Doran with Galway Companies presented his request to the CDA. He appreciates the support for the project and the offer that was made. He requests that the CDA consider crediting any shortfall in the Year 5 required value from Phase II to meet the increased number. It was clarified that only the amount needed would be used, and Mr. Doran reiterated that all the risk falls on the Developer. He explained the financing requirements for the project and the reason for including the additional value from Phase II. The proforma and taxes are based on the initial valuation and increasing these lowers income for the project and increases the gap. There was discussion of correspondence between the Chair and the Developer earlier in 2026 where Phase II was discussed and he apologized for this not being clearer at the time. He added that including Phase II in the valuation calculations motivates him to begin work on that project, so additional value is there. He added that he tries to under promise and overdeliver. His track record in Monona was referenced, specifically the Riverfront project. Community Development Authority Minutes - DRAFT July 17, 2026 2 CDA members discussed the request and asked clarifying questions. They shared concerns regarding the balance between the award and the guaranteed value. There were high-level conversations regarding Phase II and what could be built there with and without City assistance. Mr. Doran reminded the CDA of the additional elements of the deal and provisions carried forward from the Topgolf agreement. The CDA discussed feasibility of the project including this and future phases. The Developer will base Phase II on current market conditions and how the first phase performs. There were concerns from the CDA about pushing commitments further away and implications for future projects. Comments regarding future possibilities for Phase II were considered along with some concern for absorption in Phase II if apartments remain. It was stated that this is a big project and it’s important for the CDA to be judicious. Mr. Homburg left the meeting at 12:30 pm. B. Convene in Closed Session (if necessary) Pursuant to Wisconsin State Statute Section 19.85(1)(e) Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session (Gisholt Drive and W. Broadway- Development Agreement Consideration). Attorney Cole shared that in accordance with the court decision in Oitzinger v. City of Marinette the reason for the Closed Session was to discuss the Development Agreement and to provide direction to the negotiating team. Motion by Alder Wood, second by Mr. Kelly, to convene in closed session. On a roll call vote, all members voted aye to convene in closed session at 12:31 pm. C. Reconvene in Open Session Under Wisconsin State Statute 19.85(2) (if necessary). Motion by Alder Wood, second by Ms. Henderson, to reconvene into open session. Motion carried. The CDA reconvened into open session at 1:12 pm. D. Discussion and Possible Action on Items Arising from Closed Session ( Gisholt Drive and W. Broadway) (if necessary). No action was taken. NEW BUSINESS A. None REPORTS OF STAFF AND CDA MEMBERS No updates were shared. UPCOMING CDA MEETINGS Community Development Authority Minutes - DRAFT July 17, 2026 3 The next regular meeting is scheduled for July 28, 2026 and Slinde/MSP will return regarding their Owen Road project. ADJOURNMENT A motion was made by Mr. Kelly, seconded by Ms. Henderson to adjourn. The motion carried. (1:13 pm) Owen Road – Project Update Two-Phase Project: While still contemplating a total development of 259-units, we have updated our proposal to break it up into two individual phases of development starting with a first phase 143-unit building. Assistance Request: To translate our prior request into a Phase 1 proposal, we converted the original $5.5M bonded request to a Pay-Go-equivalent face amount, applied a pro-rata share to Phase 1 based on 143 of the total 259 units, and then layered in the extraordinary costs Phase 1 must absorb on behalf of the overall development. Phase 1 will need to undertake the construction of an underground stormwater system that will serve both phases of the development. This stormwater system, based on recent quotes, is anticipated to cost approximately $640,000. Additionally, our excavation cost estimate increased by $503,000 from our original estimate. These additional extraordinary costs of $1,143,000 are being incurred entirely with Phase 1. We have had previous conversations with CDA officials regarding the potential for assistance in the form of up-front funding and our most recent submittal contemplated this assistance in the form of a bonded contribution. Based on further discussion with the City, we have updated the assistance analysis to include the equivalent Pay-Go structure to illustrate a comparison. Under a Pay-Go structure, the developer carries the financing burden through construction and lease-up and waits for reimbursement from incremental tax revenue generated by the project, rather than receiving up-front proceeds at construction completion. As a result, the Pay-Go face amount required to deliver economically equivalent assistance is larger than a comparable bonded amount. Under a Pay-Go scenario, the same level of assistance equates to a face amount of $4,600,000 at the CDA’s preferred 5% interest rate. However, the net benefit to the project of $3,542,000 under the Pay-Go scenario is actually $58,000 lower than the Bonded scenario as illustrated in the table below. Assistance Scenarios Bond Pay-Go Assistance Request: Pro-Rata Split + Stormwater & Excavation Pay-Go Conversion of Pro-Rata + Stormwater & Excavation Form Up-Front Pay-Go (TIF Increment Reimbursement) TIF Note Face Amount $3,900,000 $4,600,000 (5.0% per CDA) Developer Private Loan $4,400,000 (6.5% Developer/Market Loan) Interest Carry (6.5%)* $300,000 $850,000 Net-Benefit $3,600,000 $3,542,000 *Interest carry reflects the project's financing cost during the carry period. Under the Pay-Go scenario, the developer carries this cost through stabilization and into the initial years of TIF increment reimbursement, resulting in a higher carry than under a bonded structure. Pay-Go Conversion Math: The Pay-Go face amount was derived using the following framework: Conversion Step Amount Original Combined Bonded Request (259 units) $5,500,000 Pay-Go Equivalent Face (full project) $6,490,000 Phase 1 Pro-Rata Share (143 / 259 = 55.21%) $3,583,129 Plus: Phase 1 Extraordinary Costs (Stormwater $640K + Excavation $503K) $1,143,000 Phase 1 Pay-Go Request — Face Amount $4,726,129 Extraordinary Costs: The table below illustrates the extraordinary costs being incurred with the first phase of development. In total we have identified $5.7M in extraordinary costs being incurred with the first phase of development. These are reimbursable cost categories directly referenced in the TIF plan for the District. Extraordinary Costs Comparison Owen Road – First Phase Structured Parking $3,065,641 Site Clearing/Excavation $1,147,748 Stormwater $640,000 Site Utilities $279,250 Top-Floor Step-Back $172,869 Demolition $160,000 Fire Rated Structural Upgrades $276,948 Total – Without Land $5,742,456 Per Unit $40,157 We are seeking Pay-Go assistance of $4.6M results in an extraordinary cost reimbursement ratio of 78% of our identified extraordinary costs being reimbursed with TIF, an increase from the 68% recovery under the prior bonded scenario, reflecting the conversion to the City's preferred Pay-Go structure. TIF Projections & Assessed Value: We are proposing an assessed value for Phase 1 of $30,745,000 based on 143 units assessed at $215,000 per unit and are assuming a stable mill rate and a 1.5% market value inflation assumption. The Pay-Go assistance scenario is sized around a 70/30 sharing ratio and a 20-year reimbursement period. But-For Analysis: The table below illustrates our current assumptions for the projected starting Net Operating Income of the development based on unit mix current market rents and operating expense assumptions. The rents shown below are from a recently updated market study commissioned for the project. The But-For finding is based on the projected value of the development using the NOI below and a capitalization rate of 5.5%; in comparison to the cost of constructing the project. If the projected value of the project is less than the cost of constructing the project, this resulting gap in value illustrates the need for assistance. Our projected total cost of developing the first phase of the project is $39,488,892; which includes a 5% developer fee of $1,866,139. In order to illustrate the need for assistance, and to ensure that the developer fee is not driving the need for assistance analysis, we have removed the fee from the calculation of the total cost of development for purposes of making the but-for finding. The table below illustrates the gap analysis for the first phase development. The gap analysis, after deducting the developer fee, identifies a gap of approximately $6.1M; for which we are seeking Pay-Go assistance in the amount of $4.6M. This assistance request equates to approximately 73% of our identified gap. Gap Analysis Owen Road – 1st Phase Stabilized NOI: $1,732,398 Cap Rate: 5.50% Stabilized Valuation: $31,498,141 Total Development Cost: $39,488,892 Minus Developer Fee: ($1,866,139) Net Cost for But-For Finding: $37,622,753 Identified Gap/Need for Assistance ($6,124,613) Pay-Go Assistance Request $4,600,000 Assistance Request as % of Gap: 75.11% Projected NOI for Gap Analysis: Operating Assumptions — Monona Apartments — 143 Units Phase 1 UNIT MIX Sq Ft Unit Rent Rent PSF Monthly Annualized Studio 530 27 $1,385 $2.61 $37,395 $448,740 Junior 1-Bed 605 6 $1,575 $2.60 $9,450 $113,400 1 Bed/1 Bath 727 74 $1,625 $2.24 $120,250 $1,443,000 2 Bed/2 Bath 1078 31 $2,300 $2.13 $71,300 $855,600 3 Bed/2 Bath 1299 5 $3,200 $2.46 $16,000 $192,000 Total 781 143 $1,779 $2.28 $254,395 $3,052,740 REVENUE Monthly Annualized Gross Potential Rent (143 units @ $1,779) $254,395 $3,052,740 App/Office/Insurance $1,287 $15,444 Pet Rent and App Fees $1,430 $17,160 Parking - Structured (140 stalls @ $50) $6,300 $75,600 Storage (50 units @ $25) $1,250 $15,000 Total Other Income $10,267 $123,204 Potential Gross Income (PGI) $264,662 $3,175,944 Less: Vacancy (5%) ($13,233) ($158,797) Effective Gross Income $251,429 $3,017,147 EXPENSES Monthly Annualized Management Fee (5.0% of EGI) $10,662 $150,857 Administrative ($325/unit) $3,873 $46,475 Marketing ($300/unit) $3,575 $42,900 Payroll ($1,350/unit) $16,088 $193,050 Utilities ($600/unit) $7,150 $85,800 Repairs & Maintenance ($850/unit) $10,129 $121,550 Real Estate Taxes ($3,754/unit) $44,739 $536,867 Insurance ($500/unit) $5,958 $71,500 REVENUE Monthly Annualized Reserves for Replacements ($250/unit) $2,979 $35,750 Total Operating Expenses ($8,824/unit) $107,062 $1,284,749 Net Operating Income $144,366 $1,732,398 We appreciate the CDA's continued engagement on this housing development and look forward to discussing the Pay-Go structure in further detail. This project will create new housing opportunities within the City, remediate blighted conditions, generate new property tax value and levy authority, fund additional CDA activity within District, and complete the redevelopment plan sought by the CDA with their creation of the Tax Increment District. The housing project has received unanimous approval from the Planning Commission and the City Council for the General Development Plan which includes 259 units. We are prepared to move forward with PIP approval for Phase I from the Planning Commission and City Council, and subsequent ground-breaking, with the CDA’s support and acceptance of the financial aspects of the TIF proposal. 2.23.2026 Plan Commission Approvals - For Reference 2.23.2026 Plan Commission Approvals - For Reference January 26, 2026 Douglas Plowman Department of Planning & Community Development 5211 Schluter Rd. Monona, WI 53716 Re: Letter of Intent 112-208 Owen Road, Monona, WI KBA Project #2149 Douglas Plowman: The following is submitted together with the zoning application for the staff review. Organizational structure: Owner: Slinde Realty Company 4705 Monona Drive Monona, WI 53716 Contact: Jeff Slinde Architect: Knothe & Bruce Architects, LLC 8401 Greenway Blvd, Ste 900 Middleton, WI 53562 Contact: Kevin Burow Civil Snyder & Associates, Inc Engineer: 5010 Voges Road Madison, WI 53718 Contact: Brian Arcand Landscape Snyder & Associates, Inc Architect: 5010 Voges Road Madison, WI 53718 Contact: Andy Meessmann Introduction: After careful analysis, consideration, and contemplation of the highest and best use of the property, the owner/applicant is pleased to present these two phased redevelopments located at 112-208 Owen Road. It is currently the site of 2 commercial buildings including an office/retail building, and an asphalt parking lot with a vacant metal building, formerly Village Lanes. This proposed project is a two phased development consisting of two five-story apartment buildings at full build out. Phase I of the development consists of 143 apartment homes and potential Phase II consists of 116 apartment homes. Phase I has 140 underground parking stalls and 99 surface parking stalls. Phase II has 102 underground parking stalls and 78 surface parking stalls. Project Description: The project will provide a total of 259 new apartment units. The majority of the current site consists of an impervious slab used for parking. The new development will increase green space and improve stormwater management. The exterior materials will be a combination of masonry on the lower level along with composite siding on the upper levels. The building will be located amongst the adjacent multi- 2.23.2026 Plan Commission Approvals - For Reference family rental properties. It is in a very walkable neighborhood with easy access to a credit union, delis, convenience store, hair salons, yoga center, automotive store, various retail businesses, and a few restaurants. The buildings will have a host of amenities such as an outdoor pool, a game room, community room, and indoor/outdoor club rooms on the 5th floor with access to roof decks. The site has a 74 walkable score and a 56 bikeable score. Unit Mix Study: In reviewing the recently approved projects being constructed in this area we have put together the following matrix to show that our proposed unit sizes are in line with these developments and will continue to provide appropriately sized and much needed housing. Studio SF One Bedroom SF Two Bedroom SF Three Bedroom SF The Pines 515-547 650-827 859-1229 N/A The Bloom 501-581 638-1105 1177-1316 1388-1471 Broadway Lofts Phase 2 N/A 717-739 1178 N/A River Place 500-550 600-820 995-1095 N/A This Proposal 532-676 706-790 1178-1201 1371-1375 Comparison to Current Approval: This version of this development is very comparable to the currently approved plans and is being adjusted in order to right-size the project to make it feasible in today’s economic environment. We have simply adjusted the sizing of the apartment units within the building’s footprint in order to provide just 10% more units, while maintaining the overall scale and size of the structures. Approved Building Footprint Proposed Building Footprint Phase 1: 30,855 S.F. Phase 1: 30,581 S.F. Phase II: 25,336 S.F. Phase I1: 25,313 S.F. Traffic Study: Kimley Horn completed the Traffic Impact Analysis dated March 26, 2024, and concluded “No improvements to the existing infrastructure are recommended to accommodate site traffic.” The traffic trip count generated assumes that there is NO rail/bus station within ½ of the site. If Madison Metro stops within ½ mile of the site, the traffic generator will show less traffic counts given the availability of public transit. Construction Type: By moving forward with Type III A construction, we achieve an increased number of apartment homes without incurring the historical costs of podium or precast concrete construction required under previous building codes. Comprehensive Plan: In reviewing the housing portion of the 2016 Comprehensive Plan, Monona’s need for new multi-family housing is clearly defined and evident. There is a severe mismatch in the housing market where long-time residents have little to no option to relocate or downsize within Monona. With no options, they are forced to remain in their current home. Younger individuals and families desiring to move to Monona have little to no options for single family housing. Status of United States Post Office: As the owner of the existing Monona Center branch, we entered into a lease extension until July 2026. However, the United States Postal Service has given formal notice that they will not be extending their lease beyond 7/31/2026 and will be relocating. 2.23.2026 Plan Commission Approvals - For Reference Site Development Data: 143-Unit Building – Phase 1 - GDP Densities: Lot Area 103,436 S.F. / 2.37 acres Dwelling Units 143 DU Lot Area / D.U. 723 S.F./D.U. Density 60 units/acre Lot Coverage/Building Footprint 30,581 S.F. (30%) Paved (drives & walks) 44,464 S.F. (43%) Green Space 17,527 S.F. (17%) Open Space 27,566 (27%) includes plaza over garage parking Building Height: 5 Stories / 60’-6” Dwelling Unit Mix: Studio 33 One Bedroom 74 Two Bedroom 31 Three Bedroom 5 Total Dwelling Units 143 Vehicle Parking: Surface 77 stalls Underground 140 stalls Total 217 stalls Bike Parking 10 116-Unit Building – Phase 2 - GDP Densities: Lot Area 72,119 S.F. / 1.66 acres Dwelling Units 116 DU Lot Area / D.U. 622 S.F./D.U. Density 70 units/acre Lot Coverage/Building Footprint 25,313 S.F. (35%) Paved (drives & walks) 21,656 S.F. (30%) Green Space 24,148 S.F. (33%) Open Space 27,317 S.F. (38%) includes plaza over garage parking Building Height: 5 Stories 2.23.2026 Plan Commission Approvals - For Reference Dwelling Unit Mix: Studio 22 One Bedroom 64 Two Bedroom 25 Three Bedroom 5 Total Dwelling Units 116 Vehicle Parking: Surface 78 stalls Underground 102 stalls Total 180 stalls Exterior Bike Parking 10 Lots Combined - GDP Densities: Lot Area 175,555 S.F. / 4.03 acres Dwelling Units 259 DU Lot Area / D.U. 678 S.F./D.U. Density 64 units/acre Lot Coverage/Building Footprint 55,893 S.F. (31%) Paved (drives & walks) 66,120 S.F. (38%) Green Space 41,675 S.F. (24%) Open Space 54,883 S.F. (31%) includes plazas over garage parking Thank you for your time reviewing our proposal. Sincerely, Kevin Burow, AIA, NCARB, LEED AP Managing Member 2.23.2026 Plan Commission Approvals - For Reference © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 ########' 121.0815.30 C100 121.0815.30 C100 112-208 OWEN ROAD TITLE MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_GDP.dwg DAVID SNOW, TITLE, 2026/01/23, 10:44 AM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) WISCONSIN VICINITY MAP OWNER / DEVELOPER SLINDE REALTY CO. 4705 MONONA DRIVE MONONA, WI 53716 SCALE: NTS SCALE: NTS DANE COUNTY TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE SITE OWEN ROAD DEVELOPMENT PLANS FOR 112-208 OWEN ROAD LOCATED IN CITY OF MONONA, DANE COUNTY, WI MONONA DRIVE FROST WOODS ROAD CONTROL POINTS CP#1 REBAR WITH YELLOW CAP N: 476382.097 E: 836116.405 ELEV: 900.28 CP#2 NAIL N: 476420.911 E: 836396.654 ELEV: 902.35 CP#3 N: 475759.938 E: 836454.483 ELEV: 906.00 Sheet List Table Sheet Number Sheet Title C100 TITLE C101 EXISTING CONDITIONS & DEMO PLAN C200 SITE PLAN C201 GRADING PLAN C202 EROSION CONTROL PLAN C203 UTILITY PLAN 2.23.2026 Plan Commission Approvals - For Reference 5.00' UTILITY EASEMENT EXISTING BUILDING TO BE REMOVED PHASE 1 EXISTING OVERHEAD UTILITIES PHASE 2 (DO NOT DISTURB) MAINTAIN EXISTING SIDEWALK CONNECTION DURING PHASE 1 CONSTRUCTION 1 1 2 2 2 3 4 REMOVE DRIVE, CURB, AND PAVEMENT ONCE CONSTRUCTION OF PHASE 1 IS COMPLETE. OWEN ROAD 5 900 897 898 899 901 901 902 902 903 903 903 903 903 903 901 901 901 902 903 904 904 904 905905 905 904 904 906 907 908 SEE UTILITY PLAN FOR EXISTING SANITARY LATERAL INFORMATION. 6 7 8 9 1 1 1 EXISTING 6' UTILITY EASEMENT BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 ##' 121.0815.30 C101 121.0815.30 C101 112-208 OWEN ROAD EXISTING CONDITIONS & DEMO PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_GDP.dwg DAVID SNOW, EXISTING CONDITIONS & DEMO PLAN, 2026/01/23, 10:44 AM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 DEMOLITION KEY NOTES 1. EXISTING GRAVEL, CONCRETE, BITUMINOUS AND CURBS TO BE REMOVED. APPROXIMATELY 73550 SF. 2. SAWCUT EXISTING ASPHALT, CURB AND GUTTER FOR CLEAN MATCH IN WITH EXISTING PAVEMENT. SAWCUT SHALL BE AT EXISTING JOINT LINES WHENEVER POSSIBLE. ACTUAL REMOVALS AND SAWCUT LINES MAY BE ADJUSTED TO MATCH EXISTING FIELD CONDITIONS AS WARRANTED 3. REMOVE EXISTING SIGN 4. COORDINATE REMOVAL OF ABOVE GROUND UTILITIES 5. REMOVE EXISTING STORM SEWER INLET AND STORM SEWER PIPE. 6. REMOVE EXISTING SANITARY SEWER LATERAL. 7. REMOVE EXISTING WATER SERVICE LATERAL AND ABANDON AT THE MAIN IN OWEN ROAD. 8. REMOVE EXISTING DUMPSTER ENCLOSURE AND FENCE. 9. REMOVE OVERHEAD ELECTRIC LINE TO EXISTING BUILDING. PLAN NOTES A. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE B. CONTRACTOR SHALL CALL FOR UTILITY LOCATIONS PRIOR TO COMMENCING WORK ON SITE C. CONTRACTOR SHALL PROVIDE ALL NECESSARY EROSION CONTROL MEASURES PER TOWN, CITY, COUNTY AND STATE SPECIFICATIONS. ALL MEASURES ARE TO BE IN PLACE PRIOR TO COMMENCING WORK ON SITE. ALL MEASURES SHALL BE MAINTAINED UNTIL SITE SOILS ARE STABILIZED. D. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR DEMOLITION AND CONSTRUCTION PRIOR TO COMMENCING ANY WORK ON SITE. E. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO DEMOLITION ACTIVITIES. SEE SHEET C 203 FOR LOCATIONS OF EROSION CONTROL MEASURES. F. WHENEVER SAWCUTTING, CONTRACTOR SHALL SAWCUT THE ASPHALT OR CONCRETE TO THE NEAREST JOINTLINE AS NEEDED TO BLEND THE NEW AND EXISTING ASPHALT PAVEMENT AND CONCRETE AS NEEDED. G. ALL FOUNDATIONS SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ANY FOR BUILDINGS, STOOPS, LIGHTPOLES, AND ANY OTHER STRUCTURES AS NOTED. H. CONTRACTOR SHALL NOTIFY BRAD BRUUN AT THE CITY OF MONONA (608-216-7402) AT LEAST 24 HOURS PRIOR TO STARTING ANY DEMOLITION OR SOIL DISTURBING ACTIVITIES SO THAT EROSION CONTROL MEASURES ARE INSPECTED PRIOR TO CONSTRUCTION. SAWCUT EXISTING ASPHALT, CURB OR GUTTER FOR CLEAN MATCH IN WITH EXISTING PAVEMENT EXISTING GRAVEL, CONCRETE, BITUMINOUS AND CURBS TO BE REMOVED. DEMOLITION LEGEND FEATURES EXISTING PROPOSED Spot Elevation Contour Elevation Fence (Barbed, Field, Hog) Fence (Chain Link) Fence (Wood) Fence (Silt) Tree Line Tree Stump Deciduous Tree \\ Shrub Coniferous Tree \\ Shrub Communication Overhead Communication Fiber Optic Underground Electric Overhead Electric Gas Main with Size High Pressure Gas Main with Size Water Main with Size Sanitary Sewer with Size Duct Bank Test Hole Location for SUE w/ID (*) Denotes the survey quality service level for utilities Sanitary Manhole Storm Sewer with Size Storm Manhole Single Storm Sewer Intake Double Storm Sewer Intake Fire Hydrant Fire Hydrant on Building Water Main Valve Water Service Valve Well Utility Pole Guy Anchor Utility Pole with Light Utility Pole with Transformer Street Light Yard Light Electric Box Electric Transformer Traffic Sign Communication Pedestal Communication Manhole Communication Handhole Fiber Optic Manhole Fiber Optic Handhole Gas Valve Gas Manhole Gas Apparatus Fence Post or Guard Post Underground Storage Tank Above Ground Storage Tank Sign Satellite Dish Mailbox Sprinkler Head Irrigation Control Valve Soil Boring Elevation Section Number Drawing Number Removal Items LEGEND ○ 1225X 1225.25 ● X1225 1225.25 FEATURES FOUND SET Section Corner 1/2" Rebar, Cap # 11579 (Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Minimum Protection Elevation MPE Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line DETAIL# SHEET# EL: 1225.25 EL: 1225.25 EXISTING SITE STATISTICS ROOF AREA = 1.014 ACRES PAVEMENT AREA = 2.247 ACRES SIDEWALK AREA = 0.112 ACRES TOTAL IMPERVIOUS AREA = 3.373 ACRES TOTAL PERVIOUS AREA = 0.675 ACRES TOTAL LOT AREA = 4.048 ACRES 83.3% IMPERVIOUS AREA EXISTING CONCRETE, BITUMINOUS AND CURBS TO BE REMOVED AFTER PHASE 1 IS COMPLETE 2.23.2026 Plan Commission Approvals - For Reference 12 STALLS 6 STALLS CONCRETE "V" GUTTER 8 STALLS POTENTIAL FUTURE PARKING LAYOUT POTENTIAL FUTURE PARKING LAYOUT RETAINING WALLS (DESIGNED BY OTHERS) 7 STALLS PROPERTY LINE PROPERTY LINE PROPERTY LINE EX. FIRE HYDRANT CURB CUT, TYP. PROPOSED SIDEWALK FENCE 6 BIKE STALLS 18" CURB & GUTTER, TYP. OWEN ROAD 9.0' 9.0' 9.0' 18.0' 26.0' 18.0' 18.0' 24.0' 18.0' 9.0' 11 STALLS 8 STALLS 20.0' 24.0' 18.0' 24.0' 18.0' 9.0' 26.0' R8.0' R8.0' R8.0'R8.0' R21.0' R4.0' R4.5' R14.0' R14.0' R324.0' R8.0' R8.0' 4 BIKE STALLS 8 STALLS 8 STALLS 12 STALLS PLAZA DECK (GARAGE PARKING BELOW) PROPOSED BUILDING PLAZA DECK (GARAGE PARKING BELOW) POOL TEMPORARY GRAVEL PAD BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 #' 121.0815.30 C200 121.0815.30 C200 112-208 OWEN ROAD SITE PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_GDP.dwg DAVID SNOW, SITE PLAN, 2026/01/23, 10:44 AM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 PHASE 2 LEGEND CONCRETE ASPHALT FUTURE POTENTIAL OUTDOOR AMENITY SPACE 2.23.2026 Plan Commission Approvals - For Reference 902 903 904904 900 896 897 898 899 901 900 897 898 899 901 901 902 902 903 903 903 903 903 903 901 901 901 902 903 904 904 904 905905 905 904 904 906 907 908 FFE = 902.56 FFE = 904.56 904 FFE = 904.56 901 902 902 902 902 902 903 903 903 903 903 903 904 904 901 901 901 902 903 904 902 900 897 898 899 901 902 903 902 903 BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 #####' 121.0815.30 C201 121.0815.30 C201 112-208 OWEN ROAD GRADING PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_GDP.dwg DAVID SNOW, GRADING PLAN, 2026/01/23, 10:44 AM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 PHASE 2 2.23.2026 Plan Commission Approvals - For Reference ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ●● ● 902 903 904904 ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● 900 896 897 898 899 901 904 CONSTRUCTION ENTRANCE SILT FENCE, TYP. INLET PROTECTION, TYP. EROSION MATTING 901 902 902 902 902 902 903 903 903 903 903 903 904 904 901 901 901 902 903 904 902 900 897 898 899 901 902 903 902 903 BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 ####' 121.0815.30 C202 121.0815.30 C202 112-208 OWEN ROAD EROSION CONTROL PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_GDP.dwg DAVID SNOW, EROSION CONTROL PLAN, 2026/01/23, 10:44 AM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 PHASE 2 2.23.2026 Plan Commission Approvals - For Reference SC-310 ADS STORMTECH SYSTEM TO BE DESIGNED BY OTHERS. CONSTRUCT THERMOPLASTIC LINER PER MANUFACTURER'S SPECIFICATIONS D.I. WATER MAIN, TYP. TRENCH DRAIN TO BE PUMPED TO SURFACE PARKING LOT. BUILDING 1 LATERAL CONTRACTOR TO VERIFY DEPTH OF EXISTING SANITARY LATERAL. IF NO CONFLICT WITH PROPOSED ADS STORMTECH SYSTEM, THEN EXISTING SANITARY LATERAL TO REMAIN IN PLACE AND A NEW SANITARY LATERAL WILL BE INSTALLED UP TO CLEANOUT TO BE USED IN PHASE 2, THEN IN PHASE 2, REMAINDER OF LATERAL WILL BE INSTALLED. ONCE PHASE 2 STARTS, THE EXISTING SANITARY LATERAL WILL BE SLURRY FILLED TO THE EXISTING MANHOLE (SA-1). IF THERE IS A CONFLICT, THEN EXISTING SANITARY LATERAL TO BE REMOVED FROM THE STREET TO CLEANOUT. THE PROPOSED SANITARY LATERAL WILL CONNECT TO THE EXISTING SANITARY LATERAL AT CLEANOUT. CONTRACTOR TO VERIFY SANITARY LATERAL CONNECTION AT THE CLEANOUT PRIOR TO SANITARY CONSTRUCTION. PVC SANITARY SEWER, TYP. EXISTING SANITARY SEWER, TYP. EXISTING WATER MAIN, TYP. EXISTING STORM SEWER, TYP. CONNECT TO EXISTING STORM MANHOLE HDPE STORM SEWER, TYP. BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 ####' 121.0815.30 C203 121.0815.30 C203 112-208 OWEN ROAD UTILITY PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_GDP.dwg DAVID SNOW, UTILITY PLAN, 2026/01/23, 10:44 AM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 PHASE 2 PLAN NOTES A. LIVE TAP SHALL BE MADE WITH A TAPPING SLEEVE AND VALVE. B. CONTRACTOR SHALL NOTIFY CITY WATER UTILITY 72 HOURS PRIOR TO MAKING THE LIVE TAP CONNECTION. C. CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS PRIOR TO ADS SYSTEM CONSTRUCTION. ENGINEER SHALL COORDINATE PHOTOS OF CONSTRUCTION PROCESS FOR AS-BUILT DOCUMENTATION. D. CONTRACTOR SHALL SUPPLY ENGINEER WITH LOAD TICKETS OF STONE FOR ADS SYSTEM FOR AS-BUILT DOCUMENTATION. E. CONTRACTOR SHALL PROVIDE TOPOGRAPHIC ELEVATION DATA OF SUBGRADE ELEVATION AND AREA, STONE BASE COURSE ELEVATION AND AREA, AND TOP OF STONE COVER OF ADS SYSTEM ELEVATION AND AREA TO ENGINEER FOR AS-BUILT DOCUMENTATION. 2.23.2026 Plan Commission Approvals - For Reference TOTAL SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE TYPE POINTS TREES CO 1 Celtis occidentalis Common Hackberry 2" Cal. B&B 50 GA 3 Ginkgo biloba 'Autumn Gold' TM Autumn Gold Maidenhair Tree 2" Cal. B&B 50 GT 4 Gleditsia triacanthos inermis 'Skyline' Skyline Honey Locust 2" Cal. B&B 50 TG 2 Tilia cordata 'Greenspire' Greenspire Littleleaf Linden 2" Cal. B&B 50 EVERGREEN TREES JS 8 Juniperus scopulorum 'Skyrocket' Skyrocket Juniper 4` Ht. B&B 30 PA 2 Picea abies Norway Spruce 4` Ht. B&B 30 PP 6 Picea pungens 'Fat Albert' Fat Albert Colorado Spruce 4` Ht. B&B 30 PN 2 Pinus nigra Austrian Pine 4` Ht. B&B 30 TO 2 Thuja occidentalis American Arborvitae 4` Ht. B&B 30 TB 13 Thuja occidentalis 'Brandon' Brandon Arborvitae 4` Ht. B&B 30 TO2 8 Thuja occidentalis 'Emerald Green' American Arborvitae 4` Ht. B&B 30 ORNAMENTAL TREES AM3 13 Amelanchier canadensis Canadian Serviceberry Multi-Trunk 1.5" Cal. B&B 20 CE 6 Cercis canadensis Eastern Redbud Multi-Trunk 1.5" Cal. B&B 20 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE TYPE GROUND COVERS RM 10,235 sf Rock Mulch/Shrub Bed Area See Construction Notes for Type --- TB2 11,227 sf Turf Sod See Construction Notes for Type sod PLANT SCHEDULE POINTS 50 150 200 100 240 60 180 60 60 390 240 260 120 2110 BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 ####' 121.0815.30 L100 121.0815.30 L100 112-208 OWEN ROAD LANDSCAPE NOTES & SCHEDULES MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_LAND.dwg JACK DAVIS, LANDSCAPE NOTES & SCHEDULES, 2026/01/23, 4:06 PM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) GENERAL LANDSCAPE NOTES 1. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. 2. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS. 4. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION). 5. MULCH SHALL NOT BE PLACED AROUND THE COLLAR OF SHRUB OR TREE. PROVIDE A MINIMUM OF 2" BETWEEN MULCH AND COLLAR OF SHRUB OR TREE. 6. ALL PLANT MATERIAL SHALL BE GROWN IN ZONE CAPABLE OF WITHSTANDING LOCAL CLIMATE AND GROWING CONDITIONS. 7. TREE OR SHRUB SHALL STAND PLUMB. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACK FILLING. 8. LIVE PLANTS CAN BE PLANTED IN THE FIELD DURING THE GROWING SEASON FROM MAY 1 THROUGH OCTOBER 1. ANY SUGGESTED PLANTING TIMES NOT IN THIS WINDOW SHALL BE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OCCURS OUTSIDE OF THIS WINDOW, ADDITIONAL MEASURES MAY NEED TO BE TAKEN (I.E. MULCH) TO ENSURE PLANT SURVIVAL. IN THESE INSTANCES, THE CONTRACT PRICE MAY NEED TO BE ADJUSTED ACCORDINGLY. 9. PLANTS SHOULD BE WATERED IN AFTER INSTALLATION TO ENSURE THEIR SURVIVAL. THIS TYPICALLY INVOLVES WATERING AT TIME OF INSTALLATION AND 2 TIMES WEEKLY FOR A ONE MONTH PERIOD OR UNTIL GROUND FREEZE UP IF NATURAL RAINFALLS ARE INSUFFICIENT. A SINGLE WATERING EVENT INVOLVES WATERING THE SOIL IN THE PLANTED AREAS TO THE POINT OF SATURATION BUT STOPPING SHORT OF SOIL DISPLACEMENT. SHOULD VERY DRY CONDITIONS DEVELOP WITHIN ONE YEAR OF PLANTING, ADDITIONAL WATERINGS MAY BE NECESSARY, CONSULTANT OR LANDSCAPE ARCHITECT WILL DETERMINE THIS AND CONTRACT PRICES MAY BE ADJUSTED TO ACCOMMODATE THIS ACTION. 10. ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY, HEALTHY, FREE OF DISEASE AND INSECTS AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. PLANTS SHALL ALSO BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. 11. ALL PROPOSED PLANTS SHALL BE LOCATED AS SHOWN ON PLANS. ALL TREES TO BE PLANTED A MINIMUM DISTANCE OF 5 FEET FROM PAVEMENTS AND 6 FEET FROM ALL HYDRANTS. 12. CONTRACTOR IS RESPONSIBLE FOR PLANTS AWAITING INSTALLATION AND SHALL PROTECT THEM FROM INJURY AND THEFT. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES PRECEDENCE OVER WRITTEN QUANTITIES. 14. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION. 15. THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES. 16. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 17. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE. 18. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. 19. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION PER RATE IDENTIFIED BY A SOIL TEST OR AS NOTED IN THE TECHNICAL SPECIFICATIONS. 20. TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION. 18. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE. 19. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. 20. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION PER RATE IDENTIFIED BY A SOIL TEST OR AS NOTED IN THE TECHNICAL SPECIFICATIONS. 21. TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION. 22. THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR DRIVE LANE. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION. 23. ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 24. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. 25. ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO DOING WORK. 26. ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS. 27. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX. 28. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN ON THE PLANS. 29. PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR, PRE-EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, EXCEPT AROUND ORNAMENTAL GRASSES. 30. THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY AND COUNTY SPECIFICATIONS FOR LANDSCAPE. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVE PRECEDENCE. LANDSCAPE CALCULATIONS TOLL FREE 1-800-242-8511 CALL DIGGERS HOTLINE PARKING CALCULATIONS REQUIREMENT: 1 TREE PER 12 PARKING STALLS (15 POINTS FOR EACH SPACE) NORTH PARKING REQUIREMENTS: TREES: 25 STALLS = 3 TREES POINTS: 25 STALLS = 375 POINTS PROVIDED: TREES: 3 TREES POINTS: TREES = 150 SHRUBS = 225 TOTAL= 375 SOUTH PARKING REQUIREMENTS: TREES: 27 STALLS = 3 TREES POINTS: 27 STALLS = 405 POINTS PROVIDED: TREES: 3 TREES POINTS: TREES = 150 SHRUBS = 255 TOTAL= 405 PRIVATE ENTRY DRIVE REQUIREMENTS: TREES: 28 STALLS = 3 TREES POINTS: 28 STALLS = 420 POINTS PROVIDED: TREES: 3 POINTS: TREES = 150 SHRUBS = 270 TOTAL = 420 UNDERGROUND PARKING REQUIREMENTS: TREES: 140 STALLS = 12 TREES POINTS: 140 STALLS = 2,100 POINTS PROVIDED: TREES: 1 (CANOPY) TREES: 10 (EVERGREEN) POINTS: TREES = 350 SHRUBS = 1,750 TOTAL = 2,100 POINTS SITE TOTAL REQUIREMENTS: TOTAL STALLS = 220 TOTAL CANOPY TREES = 13 TOTAL EVERGREEN TREES = 10 TOTAL POINTS = 3,300 TOTAL TREES PROVIDED = 13 TOTAL POINTS PROVIDED = 3,300 2.23.2026 Plan Commission Approvals - For Reference PHASE TWO 5' UTILITY EASEMENT POOL OUTDOOR KITCHEN / DINING AREA 6' EXISTING UTILITY EASEMENT UNDERGROUND PARKING SEATING AREA WITH FIRE PIT SEATING AREA WITH FIRE PIT FUTURE POTENTIAL OUTDOOR AMENITY SPACE WITH GRILL STATION PHASE 2 SYMBOL BOTANICAL NAME COMMON NAME GROUND COVERS Rock Mulch/Shrub Bed Area See Construction Notes for Type Turf Sod See Construction Notes for Type PLANT SCHEDULE BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 20' 121.0815.30 L200 121.0815.30 L200 112-208 OWEN ROAD MULCHING & SODDING PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_LAND.dwg JACK DAVIS, MULCHING & SODDING PLAN, 2026/01/23, 4:07 PM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 LANDSCAPE LEGEND STEEL EDGER, RE: DETAIL 4/L300 4' BLACK VINYL COATED CHAINLINK FENCE, RE: DETAIL 5/L300 1. ROCK MULCH SHALL BE INSTALLED AT A 3" DEPTH OVER GEOTEXTILE WEED CONTROL FABRIC. MULCH BEDS SHALL HAVE A SPADE CUT EDGER WHEN PERIMETER IS NOT CONCRETE CURB, BUILDING OR HARDSCAPE SURFACE. NO WEED FABRIC AT GROUND COVER OR PERENNIAL PLANTS. ROCK MULCH SHALL BE AMERICAN 2" PROVIDED BY MADISON BLOCK AND STONE (madisonblockandstone.com) 2. TURF SOD SHALL BE BLACK BEAUTY TALL FESCUE KENTUCKY BLUEGRASS (TFKB SOD) PROVIDED BY PAUL'S TURF & TREE NURSERY (paulsturfandtree.com) OR APPROVED EQUAL. LANDSCAPE CONSTRUCTION NOTES SYNTHETIC TURF 2.23.2026 Plan Commission Approvals - For Reference PHASE TWO 1 3 5' UTILITY EASEMENT 6' EXISTING UTILITY EASEMENT UNDERGROUND PARKING 1 - GA1 - CO 1 - GT 1 - GT 2 - TO 1 - AM3 1 - TG 2 - TB 1 - AM3 1 - TB 1 - AM3 2 - PA 2 - TB 1 - AM3 1 - TB 1 - AM3 1 - TB 1 - TB2 - PN 1 - GT 1 - GT 4 - JS 1 - GA 1 - TG 1 - GA 1 - AC2 4 - JS 6 - PP 1 - TB 1 - TO2 1 - TO2 1 - TO2 1 - AM3 1 - TO2 1 - TO2 2 - TO2 1 - TO2 3 - AM3 3 - CE 4 - AM3 4 - TB 3 - CE PHASE 2 CODE COMMON NAME TREES GA Autumn Gold Maidenhair Tree CO Common Hackberry TG Greenspire Littleleaf Linden GT Skyline Honey Locust EVERGREEN TREES TO2 American Arborvitae TO American Arborvitae PN Austrian Pine TB Brandon Arborvitae PP Fat Albert Colorado Spruce PA Norway Spruce JS Skyrocket Juniper ORNAMENTAL TREES AM3 Canadian Serviceberry Multi-Trunk CE Eastern Redbud Multi-Trunk PLANT SCHEDULE BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 20' 121.0815.30 L201 121.0815.30 L201 112-208 OWEN ROAD PLANTING PLAN MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_LAND.dwg JACK DAVIS, PLANTING PLAN, 2026/01/23, 4:07 PM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) FEET 0 20 LANDSCAPE LEGEND STEEL EDGER, RE: DETAIL 4/L300 4' BLACK VINYL COATED CHAINLINK FENCE, RE: DETAIL 5/L300 2.23.2026 Plan Commission Approvals - For Reference BYDATEREVISIONMARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By:Engineer: Date: 1" = Project No: Sheet Project No: Sheet 5010 VOGES ROAD MADISON. WISCONSIN 53718 515-964-2020 | www.snyder-associates.com MLC DMS BCA 11-22-2021 ##' 121.0815.30 L300 121.0815.30 L300 112-208 OWEN ROAD LANDSCAPE DETAILS MONONA, DANE, WISCONSIN GDP RESUBMITTAL PIP RESUBMITTAL CITY COMMENTS GDP RESUBMITTAL 04-08-24 05-13-24 08-07-24 01-23-26 TTN-RRW-SS V:\Projects\2021\121.0815.30\CADD\1210815_PLAN_LAND.dwg JACK DAVIS, LANDSCAPE DETAILS, 2026/01/23, 4:07 PM, ARCH FULL BLEED D (36.00 X 24.00 INCHES) TREE PLANTING SCALE: 1/2" = 1'-0" NOTES: 1. DO NOT CUT SINGLE LEADER. PRUNE ONLY DAMAGED, DEAD WOOD, OR CO-DOMINATE LEADERS AT CITY FORESTER'S DIRECTION. 2. ANY BROKEN, CRUMBLING, OR OTHERWISE DAMAGED ROOTBALL WILL BE REJECTED. DAMAGE DURING PLANTING OPERATIONS WILL NOT BE EXCUSED. 3-4 X Root Ball Diameter 3X Root Ball Diameter FINISH GRADE 12" NYLON TREE STRAP WITH GROMMETS ON GUY WIRE. DO NOT TWIST STRAPS TO TIGHTEN AROUND TRUNK. 1 2" DIAMETER WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE 14-GAUGE GALVANIZED WIRE, DOUBLE STRAND. LEAVE 1-2" SLACK IN WIRE TO ALLOW FOR TRUNK MOVEMENT. IF NEEDED, 6' STEEL T-POST OR WOOD STAKE (4' EXPOSED, 2' IN UNDISTURBED SUBGRADE) WITH SAFETY CAPS, SET TO WINDWARD SIDE AND OTHER OPPOSITE; OR OTHER PRE-APPROVED STAKING METHOD. DECIDUOUS TREE FALL PLANTING: WRAP TRUNK TO FIRST BRANCH WITH SPECIFIED TREE WRAP MATERIAL. SECURE AT TOP WITH MASKING TAPE. DO NOT WRAP ROUGH BARK, POPULOUS, OR GLEDITISIA TREES. REMOVE IN SPRING AS SPECIFIED. REMOVE EXCESS SOIL FROM TOP OF ROOT BALL. CIRCLE OF SHREDDED WOOD MULCH, 3" DEEP AND 2" MIN. AWAY FROM TRUNK, TO OUTER EDGE OF PLANTING HOLE. SPECIFIED BACKFILL MIXTURE (INCLUDE NATIVE SOIL WHERE POSSIBLE). SEE PLANTING PLAN DETAIL PLANTING PIT NO SCALE ROOT COLLAR AND ROOT FLARE MUST BE VISIBLE AT FINISH GRADE. DO NOT PLACE MULCH WITHIN 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS LOCATED AT TOP OF ROOT BALL. CONTRACTOR TO VERIFY LOCATION OF ROOT COLLAR AND ROOT FLARE PRIOR TO INSTALLATION. MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING 3" HEIGHT WATER RETENTION BERM BEYOND EDGE OF ROOT BALL FINISH GRADE DEPTH OF ROOT BALL OR CONTAINER SYSTEM SCARIFY SIDES OF PIT REMOVE ALL NON-BIODEGRADABLE MATERIAL, CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDE THE GROWTH OF THE PLANT MATERIAL. REMOVE ALL TWINE. FOR BALLED AND BURLAP (B&B) PLANTS REMOVE BURLAP FROM TOP AND SIDES OF BALLS, BUT LEAVE UNDER ROOT BALL. REMOVE ALL WIRE BASKETS. PLACE ROOT BALL ON UNDISTURBED SOIL 3X ROOT BALL MINIMUM FOR TREES 2X ROOT BALL MINIMUM FOR SHRUBS TYPICAL PLANTING PIT DETAIL TREE OR SHRUB ROOT COLLAR AND ROOT FLARE MUST BE VISIBLE AT FINISH GRADE. DO NOT PLACE MULCH WITHIN 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS LOCATED AT TOP OF ROOTBALL. CONTRACTOR TO VERIFY LOCATION OF ROOT COLLAR AND ROOT FLARE PRIOR TO INSTALLATION. FINISH GRADE SCARIFY SIDES OF PIT PLACE ROOT BALL ON UNDISTURBED SOIL 3X ROOT BALL MINIMUM FOR TREES 2X ROOT BALL MINIMUM FOR SHRUBS SLOPE PLANTING PIT DETAIL EXISTING SLOPE DEPTH OF ROOT BALL OR CONTAINER ROOT SYSTEM 2:1 MAXIMUM TRANSITION SLOPE. BEGIN TRANSITION AT EDGE OF ROOT BALL MINIMUM 6' DIAMETER AND 3" DEPTH MULCH RING 3" HEIGHT WATER RETENTION BERM BEYOND EDGE OF ROOT BALL REMOVE ALL NON-BIODEGRADABLE MATERIAL, CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDE THE GROWTH OF THE PLANT MATERIAL. REMOVE ALL TWINE. FOR BALLED AND BURLAP (B&B) PLANTS REMOVE BURLAP FROM TOP AND SIDES OF BALLS, BUT LEAVE UNDER ROOT BALL. REMOVE ALL WIRE BASKETS. CHAINLINK FENCE (4' HEIGHT) SCALE: 1/2" = 1'-0" NOTES: 1. CHAIN-LINK FABRIC WILL BE VINYL COATED BLACK. ALL POSTS, TOP RAILS AND FITTINGS WILL BE BLACK IN COLOR. 2. SEE SPECIFICATIONS FOR MORE INFORMATION. 8'' MAX. 4' MAX. 24'' TERMINAL DOVE CAP RAIL END TENSION BAR TERMINAL POST TENSION BAND CARRIAGE BOLTS AND NUTS SWEDGE CONNECTION (ALT.) SLEEVE CONNECTION (ALT.) TOP RAIL LINE POST CAP LINE POST CONCRETE FOOTING 6" FREE DRAINING AGGREGATE WIRE TIE BLACK NYLON COATED FABRIC 1 BIKE RACK SCALE: NO SCALE SUPPLIER: MADRAX (1-800-448-7931) MODEL: SQUARE 'U' BIKE RACK COLOR: BLACK POWDER COATED MOUNTING: SURFACE MOUNT STEEL EDGER SCALE: 1" = 1'-0" NOTES: 1. THERE SHALL BE NO EXPOSED SHARP / JAGGED EDGES. 2. CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER. 3. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING - EDGER SHALL NOT DAM WATER SECTION FINISHED GRADE - TOP OF SOD THATCH OR MULCH TYPE SHALL BE FLUSH WITH TOP OF EDGER AMENDED SOIL PER SPECIFICATIONS SUBGRADE LONGITUDINAL SECTION OF EDGER AT LOW POINT (16) 1/2" DIA. HOLES MIN. AT ALL LOW POINTS EDGER STAKE STEEL EDGER SHRUB PLANTING SCALE: 1/2" = 1'-0" PLANT CROWN 1" ABOVE FINISH GRADE 3" DEEP SHREDDED WOOD MULCH PLANTING MIX SCARIFY SIDES OF HOLE TO BACK-FILLING PLACE ON UNDISTURBED SUBGRADE NOTE: INCORPORATE LIQUID ROOT STIMULANT AS PART OF PLANTING OPERATION 2 X ROOTBALL DIAMETER REMOVE PLANT FROM CONTAINER OR PEEL BACK BURLAP AND REMOVE TWINE/WIRE FROM ROOTBALL AFTER 2 3 BURIED IN PIT. 2 3 4 5 6 2.23.2026 Plan Commission Approvals - For Reference BUILDING 1 UNIT MIX: STUDIO 33 ONE BED 74 TWO BED 31 THREE BED 5 TOTAL 143 PARKING UNDERGROUND 140 SURFACE 77 TOTAL 217 25 PARKING STALLS 32 PARKING STALLS 27 PARKING STALLS 30 PARKING STALLS OWEN ROAD 18' TYP. 24' 18' TYP. 9' 9' 9' 18' 24' 18' 18' TYP. 18' TYP. 18' TYP. 24' 18' TYP. 17 PARKING STALLS 9' TYP. PLAZA DECK (GARAGE PARKING BELOW) FOUNDATION BELOW 4 BIKE STALLS 4 BIKE STALLS DOG RUN DOG RUN 24 PARKING STALLS POOL FOUNDATION BELOW 6 BIKE STALLS 6 BIKE STALLS RAMP TO UNDERGROUND PARKING RAMP TO UNDERGROUND PARKING BUILDING 1 143 UNIT 140 UNDERGROUND STALLS 5 STORIES BUILDING 2 116 UNIT 102 UNDERGROUND STALLS 5 STORIES BUILDING 2 UNIT MIX: STUDIO 22 ONE BED 64 TWO BED 25 THREE BED 5 TOTAL 116 PARKING UNDERGROUND 102 SURFACE 78 TOTAL 180 PLAZA DECK GARAGE PARKING BELOW 24' PLAZA DECK GARAGE PARKING BELOW 8' 9' TYP. 8' 18' TYP. 26' 18' TYP. 2' 4' 2'4'7.5' 2'4' 2' 4' 9' TYP. 2' 4' 20' 20' 26' 12' 12' 10' 21' FOUNDATION BELOW 2' 4' PHASE 1 PHASE 2 ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Architectural Site Plan CA101 1 CA101 1" = 20'-0" ARCHITECTURAL SITE PLAN 1 INCH = GRAPHIC SCALE 0 (24X36 SHEET) FT20 20 40 60 Issued for GDP Submittal - January 26, 2026 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 PARKING REQUIREMENTS: Stalls Req'd Units Provided Stalls Req'd Per Unit Type Unit Type Studio 1 55 55 One Bedroom 1.5 138 207 Two Bedroom 2 56 112 Three Bedroom 2 10 20 Total 394 Stalls Underground Stalls 242 Surface Stalls 155 Total 397 Stalls Provided 2.23.2026 Plan Commission Approvals - For Reference OWEN ROAD BUILDING 1 143 UNIT 140 UNDERGROUND STALLS 5 STORIES BUILDING 2 116 UNIT 102 UNDERGROUND STALLS 5 STORIES 0.2 0.3 0.3 0.5 0.6 0.7 0.4 0.5 0.6 0.7 1.0 1.1 1.7 1.9 1.9 1.9 1.7 1.4 1.2 1.1 1.0 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.3 0.4 0.4 0.6 0.8 1.1 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.7 1.8 1.8 1.6 1.4 1.3 1.2 1.1 0.9 0.7 0.7 0.6 0.6 0.6 0.6 1.0 1.2 1.3 1.4 1.6 1.8 1.8 1.8 1.7 1.5 1.4 1.2 1.1 0.4 0.5 0.6 0.8 1.2 1.6 2.0 0.5 0.6 0.7 0.8 1.0 1.2 1.3 1.4 1.7 1.9 2.0 1.9 1.7 1.4 1.2 1.1 0.4 0.5 0.6 0.8 1.1 1.2 1.6 1.6 1.7 1.6 1.6 1.5 1.4 1.3 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.7 1.1 1.2 1.3 1.4 1.6 1.6 1.7 1.7 1.6 1.5 1.4 1.3 1.1 0.5 0.5 0.7 1.0 1.5 2.1 2.5 0.5 0.5 0.6 0.7 0.8 1.1 1.2 1.3 1.4 1.5 1.7 1.7 1.7 1.6 1.4 1.3 1.2 1.1 0.8 0.6 0.5 0.4 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.6 0.7 0.7 1.1 1.2 1.4 1.5 1.6 1.6 1.7 1.7 1.6 1.5 1.4 1.3 1.1 0.5 0.5 0.7 1.1 1.7 2.4 2.7 0.5 0.5 0.6 0.7 0.9 1.1 1.2 1.4 1.5 1.6 1.6 1.7 1.6 1.6 1.5 1.4 1.2 1.1 0.8 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.2 1.3 1.5 1.5 1.6 1.6 1.6 1.5 1.5 1.4 1.2 1.1 0.9 0.8 0.7 0.7 0.6 0.7 0.7 1.0 1.2 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.1 0.5 0.6 0.7 1.1 1.7 2.4 2.7 0.5 0.6 0.6 0.7 0.9 1.1 1.2 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.3 1.4 1.4 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.8 1.0 1.1 1.3 1.3 1.4 1.4 1.5 1.4 1.4 1.4 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.7 1.0 1.5 2.1 2.5 2.7 0.5 0.6 0.6 0.7 0.8 1.0 1.2 1.3 1.4 1.5 1.5 1.6 1.5 1.5 1.4 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.5 0.7 0.8 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.1 1.1 1.0 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.9 1.2 1.6 1.9 2.1 2.1 1.9 1.5 1.2 0.8 0.7 0.6 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 0.9 0.8 0.6 0.6 0.5 0.4 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.9 1.1 1.3 1.4 1.4 1.3 1.1 0.9 0.7 0.6 0.5 0.5 0.6 0.6 0.7 0.7 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.2 0.3 0.4 0.4 0.5 0.6 1.1 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.2 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.3 0.3 0.4 0.5 0.6 1.2 1.3 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.2 1.1 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1.6 1.6 1.5 1.5 1.5 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.9 1.0 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.5 0.7 0.8 0.8 0.7 0.7 0.7 0.3 0.4 0.5 0.6 0.7 1.3 1.4 1.5 1.6 1.6 1.7 1.7 1.6 1.6 1.5 1.4 1.2 1.1 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.5 1.6 1.6 1.6 1.7 1.6 1.6 1.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.9 1.1 1.3 1.4 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.9 0.9 0.9 0.9 0.8 0.4 0.5 0.7 0.8 1.0 1.3 1.4 1.5 1.5 1.6 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.1 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.6 1.5 0.7 0.6 0.5 0.5 0.4 0.4 0.4 1.0 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.6 1.5 1.3 1.2 1.0 0.8 0.7 0.6 0.5 1.1 1.2 1.2 1.1 1.0 0.5 0.7 1.0 1.2 1.4 0.8 1.0 1.2 1.3 1.4 1.5 1.6 1.8 1.8 1.7 1.5 1.5 0.7 0.6 0.6 0.5 0.5 0.4 0.4 1.0 1.1 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.0 0.8 0.7 0.6 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2.0 2.7 2.9 1.3 1.4 1.5 1.6 1.6 1.7 1.7 1.7 1.6 1.6 1.5 1.4 1.3 1.1 1.1 1.0 1.0 1.1 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 1.1 1.2 1.3 1.4 1.6 1.7 1.7 1.6 1.6 1.4 1.3 1.2 1.1 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.6 0.8 1.3 1.9 2.6 2.9 1.2 1.3 1.4 1.5 1.5 1.5 1.6 1.5 1.5 1.4 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.4 1.5 1.6 1.6 1.7 1.6 1.6 1.5 1.4 1.2 1.1 0.9 0.7 0.6 0.5 0.5 0.4 0.4 0.5 0.8 1.1 1.6 2.2 2.6 2.8 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.7 0.8 1.1 1.2 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.2 1.0 0.8 0.7 0.6 0.5 0.5 0.4 0.3 0.4 0.5 0.7 0.9 1.3 1.7 2.0 2.2 2.2 2.0 1.7 1.4 1.2 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.4 1.5 1.5 1.4 1.4 1.3 1.3 1.1 1.0 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.6 1.6 1.5 1.3 1.2 1.0 1.0 0.9 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.9 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.5 1.5 1.4 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.8 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.4 1.4 1.5 1.5 1.6 1.5 1.5 1.5 1.5 1.3 1.2 1.1 1.1 1.1 1.1 1.4 1.5 1.6 1.6 1.7 1.7 1.6 1.6 1.5 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.0 0.9 1.0 1.2 1.4 1.5 1.6 1.6 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.4 1.5 1.6 1.6 1.7 1.7 1.6 1.6 1.4 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.4 1.3 1.2 1.1 1.0 0.9 1.1 1.2 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.4 1.3 1.1 1.1 1.1 1.1 1.4 1.5 1.5 1.6 1.7 1.8 1.7 1.5 1.4 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.2 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.1 1.0 1.0 1.0 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.6 1.5 1.4 1.4 1.3 1.1 1.0 1.0 1.0 1.1 1.4 1.5 1.8 2.0 2.0 0.2 0.3 0.4 0.4 0.5 0.7 0.9 1.1 1.2 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.3 0.9 0.8 0.8 0.8 0.9 0.9 1.0 1.2 1.3 1.5 1.6 1.7 1.6 1.5 1.3 1.1 1.0 0.9 1.2 1.3 1.4 1.5 1.7 1.9 2.0 2.0 1.8 1.5 1.3 1.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.6 1.5 1.4 1.3 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.1 1.2 1.4 1.6 1.7 1.6 1.4 1.2 1.0 0.9 0.9 0.3 0.3 0.4 0.6 0.7 0.9 1.1 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.6 1.4 1.4 1.3 0.8 0.8 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.4 1.7 0.2 0.3 0.4 0.5 0.7 0.8 1.1 1.2 1.3 1.4 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.2 0.2 0.3 0.4 0.5 0.6 A A B B B B B B B B B B BB B B C C CC C C C C E D ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Site Lighting Plan CA1021 CA102 1" = 30'-0" SITE LIGHTING PLAN 1 INCH = GRAPHIC SCALE 0 (24X36 SHEET) FT30 30 60 90 LIGHT LEVEL STATISTICS DESCRIPTION SYMBOL AVG. MAX. MIN. MAX. / MIN.AVG. / MIN. Surface Parking & Drive Aisles fc fc fc LUMINAIRE SCHEDULE EXAMPLE LIGHT FIXTURE DISTRIBUTION A 2 WPX1 LED WALLPACK, 1500LM, 3000K COLOR TEMP., 120-277 VOLTS WPX1 LED P1 30K MVOLT WPX1_LED_P1_30K _MVOLT.ies 10'-0" ABOVE GRADE ON BUILDING SYMBOLLABELQTY. FILECATALOG DESCRIPTION MOUNTING LITHONIA LIGHTING MANUF. B 14 DSX0 LED P1 30K T3S MVOLT WITH HOUSE SIDE SHIELD DSX0 LED P1 30K T3S MVOLT HS DSX0_LED_P1_30K_T3S _MVOLT_HS.ies LITHONIA LIGHTING C 11 DSX0 LED P1 30K T4M MVOLT WITH HOUSE SIDE SHIELD DSX0 LED P1 30K T4M MVOLT HS DSX0_LED_P1_30K_T4M _MVOLT_HS.ies LITHONIA LIGHTING D 2 RADPT LED P1 27K SYMMETRICAL W/ HOUSESIDE SHEILD RADPT P1 27K SYM DSX0_LED_P1_30K_T4M _MVOLT_HS.ies LITHONIA LIGHTING 16'-0" POLE ON 2'-0" TALL CONC. BASE 10'-0" POLE ON FLUSH CONC. BASE 1.0 6.1 0.2 :130.5 :15.0 ISOLUX CONTOUR = 0.25 FC ISOLUX CONTOUR = 0.5 FC ISOLUX CONTOUR = 1.0 FC LIGHT FIXTURE 16'-0" POLE ON 2'-0" TALL CONC. BASE Issued for GDP Submittal - January 26, 2026 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 E 1 RADPT LED P1 27K ASYMMETRICAL W/ HOUSESIDE SHEILD RADPT P1 27K ASY HS DSX0_LED_P1_30K_T4M _MVOLT_HS.ies LITHONIA LIGHTING 10'-0" POLE ON FLUSH CONC. BASE 2.23.2026 Plan Commission Approvals - For Reference OWEN ROAD BUILDING 1 143 UNIT 140 UNDERGROUND STALLS 5 STORIES BUILDING 2 116 UNIT 102 UNDERGROUND STALLS 5 STORIES PHASE 1 PHASE 2 ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Lot Coverage CA1031 CA103 1" = 20'-0" LOT COVERAGE 1 INCH = GRAPHIC SCALE 0 (24X36 SHEET) FT20 20 40 60 Issued for GDP Submittal - January 26, 2026 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 LOT COVERAGE ZONING COMMUNITY DESIGN DISTRICT MAXIMUM LOT COVERAGE70% LOT AREA 176,359 S.F. PROPOSED LOT COVERAGE122,071 S.F. / 69% 2.23.2026 Plan Commission Approvals - For Reference OWEN ROAD BUILDING 1 143 UNIT 140 UNDERGROUND STALLS 5 STORIES BUILDING 2 116 UNIT 102 UNDERGROUND STALLS 5 STORIES PHASE 1 PHASE 2 ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Open Space CA104 1 CA104 1" = 20'-0" OPEN SPACE 1 INCH = GRAPHIC SCALE 0 (24X36 SHEET) FT20 20 40 60 OPEN SPACE (INCLUDES PLAZA OVER GARAGE PARKING) ZONING COMMUNITY DESIGN DISTRICT PHASE I PHASE 2 REQUIRED OPEN SPACE 30% MIN. 30% MIN. LOT AREA 103,436 S.F. 72,119 S.F. PROVIDED OPEN SPACE 27,566 S.F. / 27% 27,317 S.F. / 38% Issued for GDP Submittal - January 26, 2026 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 2.23.2026 Plan Commission Approvals - For Reference 140 RESIDENT-ONLY VEHICLE PARKING STALLS TRASHMECHANICAL POOL ABOVE MECHANICAL STAIRSTAIR EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY 8 F.M. & 18 W.M. BIKE STALLS WALL-MOUNT BIKE RACK AT HEAD OF EACH PARKING STALL (TYP.) ELEV.ELEV. OUTLINE OF WALL FRAMING ABOVE (TYP.) 106 BIKE PARKING STALLS (8 FLOOR-MOUNT & 98 WALL-MOUNT) 12 'EV READY' VEHICLE PARKING STALLS 8'-0" 8'-0" 8'-0" 9'-0" TYP. 8'-0"8'-0"9'-0" TYP. 18'-0" TYP. 24'-0" 18'-0" TYP.18'-0" TYP.24'-0"18'-0" TYP. 24'-0" ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 1 - Basement Plan A100.1 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A100.1 1/16" = 1'-0" BUILDING 1 BASEMENT PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference TWO BEDROOM ONE BEDROOM 1188 SF 790 SF ONE BEDROOM 790 SF ONE BEDROOM706 SF 1202 SF TWO BEDROOM 1197 SF TWO BEDROOM ONE BEDROOM 790 SF ONE BEDROOM 790 SF ONE BEDROOM 790 SFONE BEDROOM 790 SF STUDIO 532 SF STUDIO640 SF ONE BEDROOM 775 SF STOR ONE BEDROOM 680 SF ONE BEDROOM 706 SF STAIR 1372 SF THREE BEDROOM 1197 SF TWO BEDROOM STUDIO 572 SF STOR ONE BEDROOM 706 SF ONE BEDROOM 706 SF STAIR STUDIO 587 SF 74'-0" 74'-0"174'-0" 322'-0" ONE BEDROOM 706 SF LOBBY/MAIL/OFFICE EXERCISECOMMUNITY ONE BEDROOM 790 SF STUDIO 656 SF STUDIO 577 SF POOLOUTLINE OF BASEMENT BELOW ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 1 - First Floor Plan A101.1 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A101.1 1/16" = 1'-0" BUILDING 1 FIRST FLOOR PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference 74'-0" 125'-0" 174'-0" 74'-0" 322'-0" TWO BEDROOM ONE BEDROOM 1188 SF 790 SF ONE BEDROOM 790 SF ONE BEDROOM706 SF 1202 SF TWO BEDROOM 1197 SF TWO BEDROOM ONE BEDROOM 790 SF ONE BEDROOM 790 SF ONE BEDROOM 790 SFONE BEDROOM 790 SF STUDIO 532 SF STUDIO640 SF ONE BEDROOM 775 SF STOR ONE BEDROOM 680 SF ONE BEDROOM 706 SF STAIR 1372 SF THREE BEDROOM 1197 SF TWO BEDROOM STUDIO 572 SF STOR ONE BEDROOM 706 SF ONE BEDROOM 706 SF STAIR STUDIO 587 SF TWO BEDROOM 990 SF TWO BEDROOM 1118 SF ONE BEDROOM 820 SF STUDIO 577 SF TWO BEDROOM 1178 SF ONE BEDROOM 706 SF STUDIO572 SF ONE BEDROOM 820 SF STUDIO577 SF ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 1 - Second-Fourth Floor Plan A102.1 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A102.1 1/16" = 1'-0" BUILDING 1 SECOND-FOURTH FLOOR PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference 74'-0" 125'-0" 174'-0" 74'-0" 322'-0" TWO BEDROOM ONE BEDROOM 1143 SF 775 SF ONE BEDROOM 775 SF ONE BEDROOM706 SF 1155 SF TWO BEDROOM 1118 SF TWO BEDROOM ONE BEDROOM 775 SF ONE BEDROOM 775 SF ONE BEDROOM 775 SFONE BEDROOM 775 SF STUDIO 532 SF STUDIO622 SF ONE BEDROOM 775 SF STOR ONE BEDROOM 680 SF ONE BEDROOM 706 SF STAIR 1320 SF THREE BEDROOM 1164 SF TWO BEDROOM STUDIO 572 SF STOR ONE BEDROOM 706 SF ONE BEDROOM 706 SF STAIR STUDIO 587 SF TWO BEDROOM 990 SF TWO BEDROOM 1103 SF ONE BEDROOM 797 SF STUDIO 577 SF ONE BEDROOM 706 SF STUDIO572 SF ONE BEDROOM 778 SF COMMONS ROOF DECK ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 1 - Fifth Floor Plan A103.1 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A103.1 1/16" = 1'-0" BUILDING 1 FIFTH FLOOR PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference STAIR STAIR TRASH MECHANICAL MECHANICAL EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY EV READY 13 W.M. BIKE STALLS WALL-MOUNT BIKE RACK AT HEAD OF EACH PARKING STALL (TYP.) 102 RESIDENT-ONLY VEHICLE PARKING STALLS 83 WALL-MOUNT BIKE PARKING STALLS 11 'EV READY' VEHICLE PARKING STALLS 8'-0" 8'-0" 9'-0" TYP. 18'-0" TYP.24'-0"18'-0" TYP.18'-0" TYP.24'-0"18'-0" TYP. 23'-2" 8'-0"8'-0"8'-0"9'-0" TYP. OUTLINE OF WALL FRAMING ABOVE (TYP.) 24'-0" ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 2 - Basement Plan A100.2 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A100.2 1/16" = 1'-0" BUILDING 2 BASEMENT PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference TWO BEDROOM ONE BEDROOMONE BEDROOM ONE BEDROOM TWO BEDROOM LOBBY/MAIL 294'-0" 131'-0" 74'-0" 57'-0" 1188 SF 790 SF 790 SF 1202 SF 706 SFSTUDIO 542 SF ONE BEDROOM 790 SF ONE BEDROOM790 SF COMMUNITY ROOM ONE BEDROOM 790 SF ONE BEDROOM 790 SF ONE BEDROOM790 SF ONE BEDROOM 706 SF ONE BEDROOM770 SF 1202 SFTHREE BEDROOM 1394 SF TWO BEDROOM STOR STAIR STUDIO 656 SF STUDIO 577 SF STAIR STUDIO 532 SF STUDIO 628 SF ONE BEDROOM 706 SF ONE BEDROOM 680 SF STUDIO 677 SF OUTLINE OF BASEMENT BELOW ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 2 - First Floor Plan A101.2 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A101.2 1/16" = 1'-0" BUILDING 2 FIRST FLOOR PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference TWO BEDROOM ONE BEDROOMONE BEDROOM TWO BEDROOM TWO BEDROOM 294'-0" 131'-0" 74'-0" 1188 SF 790 SF 790 SF 1202 SF 1188 SF ONE BEDROOM 790 SF ONE BEDROOM 790 SF ONE BEDROOM790 SF ONE BEDROOM 790 SF ONE BEDROOM STAIR ONE BEDROOM 811 SF ONE BEDROOM 706 SF STUDIO 542 SF ONE BEDROOM 706 SF 770 SF 1202 SF THREE BEDROOM 1394 SF TWO BEDROOM STOR STAIRONE BEDROOM 820 SF STUDIO 577 SF STUDIO 532 SF STUDIO 628 SF ONE BEDROOM706 SF ONE BEDROOM 680 SF TWO BEDROOM 990 SF TWO BEDROOM 1118 SF ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 2 - Second-Fourth Floor Plan A102.2 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A102.2 1/16" = 1'-0" BUILDING 2 SECOND-FOURTH FLOOR PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference 294'-0" 131'-0" 74'-0" COMMONS ROOF DECK TWO BEDROOM ONE BEDROOMONE BEDROOM1143 SF 775 SF 775 SF ONE BEDROOM 775 SF ONE BEDROOM775 SF ONE BEDROOM775 SF ONE BEDROOM775 SF ONE BEDROOM STAIR ONE BEDROOM 787 SF ONE BEDROOM 706 SF STUDIO 542 SF ONE BEDROOM 706 SF 770 SF 1155 SF THREE BEDROOM 1353 SF TWO BEDROOM STOR STAIR ONE BEDROOM 797 SF STUDIO 577 SF STUDIO 532 SF STUDIO 612 SF ONE BEDROOM 706 SF ONE BEDROOM 680 SF TWO BEDROOM 990 SF TWO BEDROOM 1103 SF ©Knothe & Bruce Architects, LLC PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO. Building 2 - Fifth Floor Plan A103.2 Slinde Realty Co 112-208 Owen Road Monona, Wisconsin 2149 1 A103.2 1/16" = 1'-0" BUILDING 2 FIFTH FLOOR PLAN Issued for GDP Submittal - January 26, 2026 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 0104 02 03 0305060609 10 070811 02 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 11 0401 0203 05 06 0610 09 0708 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS A201.1 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A201.1 1 ELEVATION -SOUTH -01 1/8" = 1'-0"A201.1 2 ELEVATION -SOUTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 0203 03 01 0504 060609 10 0708 1111 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 040102 0506 0708 09 1006 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 0301 02 04 050606 070811 0910 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 04 020910 06010506 07 08 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS A202.1 2149 1/8" = 1'-0"A202.1 1 ELEVATION -EAST 1/8" = 1'-0"A202.1 2 ELEVATION -COURTYARD 01 1/8" = 1'-0"A202.1 3 ELEVATION -WEST 1/8" = 1'-0"A202.1 4 ELEVATION -COURTYARD 02 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 05030409 10 05 06 01 04 0201 0305 06 1006 070807 0811 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 04010203 05 05030405 01 0906 06 10 0610 07 08 0708 09 05 07 0811 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS A203.1 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A203.1 1 ELEVATION -NORTH -01 1/8" = 1'-0"A203.1 2 ELEVATION -NORTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 0104 02 03 0305060609 10 070811 02 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 11 0401 0203 05 06 0610 09 0708 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS COLORED A204.1 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A204.1 1 COLORED ELEVATION -SOUTH -01 1/8" = 1'-0"A204.1 2 COLORED ELEVATION -SOUTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 0203 03 01 0504 060609 10 0708 1111 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 040102 0506 0708 09 1006 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 0301 02 04 050606 070811 0910 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 04 020910 06010506 07 08 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS COLORED A205.1 2149 1/8" = 1'-0"A205.1 1 COLORED ELEVATION -EAST 1/8" = 1'-0"A205.1 2 COLORED ELEVATION -COURTYARD 01 1/8" = 1'-0"A205.1 3 COLORED ELEVATION -WEST 1/8" = 1'-0"A205.1 4 COLORED ELEVATION -COURTYARD 02 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 05030409 10 05 06 01 04 0201 0305 06 1006 070807 0811 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 04010203 05 05030405 01 0906 06 10 0610 07 08 0708 09 05 07 0811 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS COLORED A206.1 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A206.1 1 COLORED ELEVATION -NORTH -01 1/8" = 1'-0"A206.1 2 COLORED ELEVATION -NORTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 0303 02 04 01 05 0606 09 10 0708 11 03 11 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 040103 0205 06 060910 11 07 08 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS A201.2 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A201.2 1 ELEVATION -NORTH -01 1/8" = 1'-0"A201.2 2 ELEVATION -NORTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 04 03 03 020305 050609 10 07 08 11 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 0401 020203 03 0505 0606 10 07 08 11 09 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS A202.2 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A202.2 1 ELEVATION -EAST 1/8" = 1'-0"A202.2 2 ELEVATION -WEST 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 11 040302 01 0505 06 06 0910 0708 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 030402 0301050606 09 10 07 08 11 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS A203.2 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A203.2 1 ELEVATION -SOUTH -01 1/8" = 1'-0"A203.2 2 ELEVATION -SOUTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 0303 02 04 01 05 0606 09 10 0708 11 03 11 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 040103 0205 06 060910 11 07 08 MATCH LINEMATCH LINE © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS COLORED A204.2 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A204.2 1 COLORED ELEVATION -NORTH -01 1/8" = 1'-0"A204.2 2 COLORED ELEVATION -NORTH -02 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" LOBBY ENTRY 98'-0" 04 03 03 020305 050609 10 07 08 11 FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 0401 020203 03 0505 0606 10 07 08 11 09 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS COLORED A205.2 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A205.2 1 COLORED ELEVATION -EAST 1/8" = 1'-0"A205.2 2 COLORED ELEVATION -WEST 2.23.2026 Plan Commission Approvals - For Reference FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 11 040302 01 0505 06 06 0910 0708 MATCH LINEMATCH LINE FIRST FLOOR 100'-0" SECOND FLOOR 111'-1 7/8" THIRD FLOOR 122'-3 3/4" BASEMENT 90'-8" FOURTH FLOOR 133'-5 5/8" FIFTH FLOOR 144'-7 1/2" 030402 0301050606 09 10 11 MATCH LINEMATCH LINE 07 08 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR GDP SUBMITTAL -2026-01-26 SLINDE REALITY CO 112-208 OWEN ROAD MONONA, WISCONSIN EXTERIOR ELEVATIONS COLORED A206.2 2149 EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE CAVERN STEEL 02 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE QUARRY GRAY 03 COMPOSITE LAP - 6" EXPOSURE LP SMARTSIDE WARM ESPRESSO 04 COMPOSITE LAP - 4" EXPOSURE LP SMARTSIDE ABYSS BLACK 05 COMPOSITE PANEL LP SMARTSIDE SNOWSCAPE WHITE 06 COMPOSITE TRIM LP SMARTSIDE MATCH ADJACENT MATERIAL 07 BRICK VENEER HALQUIST STONE - BRICKCRAFT BELLVIDERE 08 CAST STONE BANDS & SILLS HALQUIST STONE - CUT STONE INDIANA "BELFORD" BUFF 09 RAILINGS & HANDRAILS TBD BLACK 10 COMPOSITE WINDOW ANDERSEN BLACK 11 ALUMINIUM STOREFRONT KAWNEER BLACK 12 SOFFITS LP SMARTSIDE ABYSS BLACK 0' 4' 8' 16' 1/8" = 1 '-0" 1/8" = 1'-0"A206.2 1 COLORED ELEVATION -SOUTH -01 1/8" = 1'-0"A206.2 2 COLORED ELEVATION -SOUTH -02 2.23.2026 Plan Commission Approvals - For Reference © Knothe & Bruce Architects, LLC 21492026-01-26GDP SUBMITTAL 112-208 Owen Road Monona, Wisconsin Slinde Realty Co CONCEPT IMAGE 2.23.2026 Plan Commission Approvals - For Reference © Knothe & Bruce Architects, LLC 21492026-01-26GDP SUBMITTAL 112-208 Owen Road Monona, Wisconsin Slinde Realty Co CONCEPT IMAGE 2.23.2026 Plan Commission Approvals - For Reference © Knothe & Bruce Architects, LLC 21492026-01-26GDP SUBMITTAL 112-208 Owen Road Monona, Wisconsin Slinde Realty Co CONCEPT IMAGE 2.23.2026 Plan Commission Approvals - For Reference © Knothe & Bruce Architects, LLC 21492026-01-26GDP SUBMITTAL 112-208 Owen Road Monona, Wisconsin Slinde Realty Co CONCEPT IMAGE 2.23.2026 Plan Commission Approvals - For Reference © Knothe & Bruce Architects, LLC 21492026-01-26GDP SUBMITTAL 112-208 Owen Road Monona, Wisconsin Slinde Realty Co CONCEPT IMAGE 2.23.2026 Plan Commission Approvals - For Reference © Knothe & Bruce Architects, LLC 21492026-01-26GDP SUBMITTAL 112-208 Owen Road Monona, Wisconsin Slinde Realty Co CONCEPT IMAGE 2.23.2026 Plan Commission Approvals - For Reference