StoryUtility Rate Study Update

Edina Council Approves 20-Year Art Center Lease at New Southdale Library

The Edina City Council unanimously approved a 20-year lease with Hennepin County to relocate the Edina Art Center to the new Southdale Library, committing to over $7 million in tenant improvements for the permanent arts space expected to open in 2027.

Meeting date: Oct 22, 2025
Published Jun 11, 2026

At its October 22, 2025 meeting, the Edina City Council approved a major agreement that will give the city's Art Center a permanent home within the new Southdale Library. The lease covers approximately 15,473 square feet of specialized art space, including studios, pottery rooms, a gallery, makerspace, and outdoor kiln areas. Base rent will range from $5 to $12.63 per square foot over the 20-year term, with options to renew for two additional 10-year periods. Construction is targeted for completion by July 1, 2027.

The council also greenlit several infrastructure projects through its consent agenda. A railroad crossing safety and quiet zone study will evaluate existing crossings and assess whether the city can establish quiet zones to reduce nighttime train horn noise—a quality-of-life concern raised by residents. The city will also replace aging water meters with newer models that connect to advanced metering technology installed last year, addressing revenue losses from inaccurate readings.

In a creative public-private partnership, the council approved a seven-year marketing agreement with 2nd Swing Golf, which will fund approximately $92,000 in upgrades to the Braemar Golf Dome's practice green in exchange for advertising rights. The improvements include a state-of-the-art putting system.

The council held public hearings on multiple special assessments, all passing unanimously or near-unanimously. These included weed mowing services for nine properties, tree removal for six properties, aquatic vegetation management for several lakes, and roadway reconstruction in the Concord and Southdale neighborhoods. Council Member Risser abstained from the Concord neighborhood vote. The 50th & France and Grandview business district maintenance assessments also passed 5-0.

A site plan review for adding a second story to a building at 5033 France Avenue South passed 4-1, with Council Member Risser voting against. The council discussed concerns about parking requirements and how the city code is applied consistently across projects. During an earlier work session, staff presented a utility rate study covering water, sewer, and stormwater infrastructure, though no formal vote was taken. Council members requested additional data on usage trends before making policy decisions.

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Police Department Breakroom Remodel (Agenda Item 6.3)

Approved as part of Consent Agenda (Item 6.3)

Dissent: None noted

Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda

The project addresses aging infrastructure in the police department breakroom that is over twenty years old and in use seven days a week. The remodel will include new finishes, fixtures, and appliances to meet the daily workforce needs. Funding is provided through Asset Preservation Funds, aligning with city policies for facility maintenance and stewardship of municipal infrastructure.

Railroad Crossing Safety & Quiet Zone Study (Agenda Item 6.4)

Approved as part of Consent Agenda (Item 6.4)

Dissent: None noted

Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda

The City issued an RFP for a comprehensive railroad crossing safety and quiet zone study to evaluate existing crossings for safety improvements and assess feasibility of establishing quiet zones under Federal Railroad Administration regulations. Three firms submitted proposals, reviewed by a staff committee and University of Minnesota capstone group. The study will identify capital improvements needed and inform future CIP budgeting. Residents have voiced concerns about night-time train horns, and this project addresses quality of life issues near railroad tracks.

Water Meter Replacement Project (Agenda Item 6.5)

Approved as part of Consent Agenda (Item 6.5)

Dissent: None noted

Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda

The city will replace outdated, malfunctioning water meters with newer, more accurate models equipped to connect to Advanced Metering Infrastructure (AMI) previously installed in 2024. Older meters under-report water usage due to wear and tear, leading to revenue loss or inaccurate billing. The project is part of the Capital Improvement Plan and funded through CIP budget. Implementation will be handled by Ferguson Waterworks with operation by the Public Works Utility Division. The project aims to improve meter reading accuracy, enable remote reading technologies, and reduce non-revenue water loss from leaks or meter inaccuracies.

Braemar Golf Dome Marketing Agreement with 2nd Swing (Agenda Item 6.7)

Approved as part of Consent Agenda (Item 6.7)

Dissent: None noted

Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda

The Braemar Golf Operation and 2nd Swing Golf entered into a seven-year marketing agreement whereby 2nd Swing funds the entirety of the Golf Dome practice green reconstruction and technology upgrades (estimated at $92,000) in exchange for advertising rights. The existing practice green has reached its useful lifespan and requires replacement. The new amenity will include a state-of-the-art PuttView putting system and new signage. The project addresses patron feedback regarding practice green improvements and enhances customer experience during high-volume times. The agreement aligns with the 2014 City Council plan to offer a premier golfing experience that produces a financially self-sufficient Golf Enterprise.

Edina Art Center Lease Agreement with Hennepin County (Agenda Item 6.8)

Approved as part of Consent Agenda (Item 6.8)

Dissent: None noted

Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda

The City approved a 20-year lease agreement with Hennepin County for permanent space at the new Southdale Library for the Edina Art Center. The lease covers approximately 15,473 usable square feet (14,924 USF on second floor, 549 USF on lower level) with specialized art spaces including a multipurpose room, gift shop, gallery, two studios, makerspace, two pottery wheel rooms, hand building room, glaze bay, indoor kiln room, and specialty outdoor kilns. Shared spaces with the County include a large community room, outdoor terrace, and outdoor education space. The lease includes a 20-year initial term with renewal options for two additional 10-year periods. Base rent ranges from $5.00 to $12.63 per square foot over the 20-year period. Tenant improvement costs are estimated at $7,331,157. Construction is targeted for completion by July 1, 2027. The agreement moves forward the city's 2024-2025 Budget Work Plan objective to develop a long-term plan for the Art Center's future.

Utility Rate Study Update (Work Session, October 7, 2025)

No formal vote; staff noted that a follow-up or special meeting may be scheduled to continue discussion

Dissent: None noted; Council engaged in substantive questioning and requested additional data

Moved by Not applicable - Work Session discussion item · Seconded by Not applicable - Work Session discussion item

Engineering Director Millner and city consultant Ehlers senior municipal advisor Nick Anhut presented a comprehensive utility rate study covering water, sewer, and stormwater infrastructure. Major projects discussed included York Trunk Sanitary Sewer Improvements (nearing completion of Phase 3, funded through Sewer Availability Charge), South Trunk (Cahill) Sanitary Sewer Improvements (future development potential ~10 years out), Lincoln–Londonderry Sanitary Sewer project ($20–$40 million, not part of current rate study), Water Treatment Plant No. 5 (revised cost estimates), and Flood Risk Reduction Strategy (Morningside as first completed project). Anhut presented on utility enterprise fund structure, fee assessment methodology, and prior rate studies. Council raised questions about consumption patterns, recession impacts, fairness across customer types, and potential for adding a fourth usage tier. Discussion covered rate study financial goals, reserve targets, and assumptions for future expenses and debt coverage. Council requested additional data comparing commercial and residential usage trends over the past decade and discussed potential policy direction regarding conservation, development-related costs, and equity in rate distribution.

Weed Mowing Special Assessment, Improvement No. WD-25 (Resolution No. 2025-95)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Jackson · Seconded by Member Agnew

Public hearing on special assessment for weed mowing services on 9 properties. Assistant Director of Parks and Natural Resources Swenson presented the assessment process and property IDs. Council discussed potentially raising fees for this process. One resident, Lori Grotz of 5513 Park Place, addressed the Council during public testimony.

Tree Removal Special Assessment, Improvement No. TR-25 (Resolution No. 2025-96)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Agnew · Seconded by Member Pierce

Public hearing on special assessment for tree removal services on 6 properties. Assistant Director of Parks and Natural Resources Swenson presented the assessment process and property IDs. No public testimony was received.

Certification of Delinquent Utilities (Resolution No. 2025-100)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Agnew · Seconded by Member Jackson

Public hearing on utility certification process for delinquent utilities. Finance Director Thao presented the utility certification process and history. Council asked questions regarding the County's success with collection of delinquent utilities. Janey Erickson stated that delinquent utilities go on property taxes and the County is 100% effective in collection. Resident Lori Grotz of 5513 Park Place addressed the Council.

Aquatic Vegetation Special Assessment, Improvement No. AQ-25 (Resolution No. 2025-85)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Jackson · Seconded by Member Pierce

Public hearing on aquatic services management plan and special assessment covering Arrowhead Lake, Indianhead Lake, Lake Nancy, Mill Pond assessments, and Browndale Access Ramp replacement. Water Resource Coordinator Vanderwerff Wilson presented information regarding aquatic services management. No public testimony was received.

Grandview Maintenance District Annual Assessment, Improvement No. G-25 (Resolution No. 2025-92)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Jackson · Seconded by Member Pierce

Public hearing on annual assessment for Grandview Business District maintenance. Facility Manager Otten presented location map and assessment costs for 2024. Council asked questions regarding ongoing annual costs and whether SPARC funds could be used. Otten noted that parking ramps require annual inspection, which comprises a significant portion of costs. City Manager Neal stated he does not recall a time when they delayed payments on assessments like this. Resident Jim Baase of 5021 Vernon Avenue South addressed the Council.

50th & France Maintenance District Annual Assessment, Improvement No. M-25 (Resolution No. 2025-93)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Jackson · Seconded by Member Agnew

Public hearing on annual assessment for 50th & France Business District maintenance. Facility Manager Otten presented location map and proposed assessment costs for 2024. Council asked questions regarding apartment buildings with retail on the first floor. No public testimony was received.

Concord B & C Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-465 (Resolution No. 2025-88)

4-0-1 Approved (Agnew, Jackson, Pierce, Hovland; Risser abstained)

Dissent: Member Risser abstained from voting

Moved by Member Jackson · Seconded by Member Pierce

Public hearing on special assessment for neighborhood roadway reconstruction. Engineering Director Millner presented information regarding funding sources and assessment costs. Council asked questions regarding potentially delaying billing for this case. Millner stated they have a two-year warranty on water shut-off, retaining wall, and driveway, and that property owners can pay it off over a 15-year period. Residents Lynda Sonnek of 6212 Saint Johns Avenue and Chris Guertin of 6109 Saint Johns Avenue addressed the Council.

Southdale B Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-464 (Resolution No. 2025-89)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Pierce · Seconded by Member Agnew

Public hearing on special assessment for neighborhood roadway reconstruction. Engineering Director Millner presented variety of funding sources for the project. Council asked questions regarding an email objection received. Council also discussed how extensive water damage in a resident's unit is handled and what relief is offered. Millner stated that they review it at staff level and can submit it to the contractor for their insurance to check out. No public testimony was received.

Accepting Donations (Resolution No. 2025-98)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Jackson · Seconded by Member Agnew

Mayor Hovland explained that in order to comply with State Statutes, all donations to the City must be adopted by Resolution and approved by four favorable votes of the Council. Various grants and donations were presented for acceptance.

Subdivision (Preliminary and Final Plat) at 6417 Warren Avenue (Resolution No. 2025-83)

5-0 Approved (Agnew, Jackson, Pierce, Risser, Hovland)

Dissent: None

Moved by Member Jackson · Seconded by Member Pierce

Community Development Director Teague noted that the applicant proposed to split the property into two lots. Council asked questions regarding driveway placement.

Site Plan Review and Variances at 50336 France Avenue South (Resolution No. 2025-80)

4-1 Approved (Agnew, Jackson, Pierce, Hovland; Risser voted nay)

Dissent: Member Risser voted against the resolution

Moved by Member Agnew · Seconded by Member Pierce

Community Development Coordinator Lewis noted that the proposal is to add a second story to the existing building. Council asked questions regarding upgrade in City Code for parking to codify a policy, practical difficulties, the Code change process, and the Floor Area Ratio (FAR) of 1. Council expressed concerns regarding the Code being applied in an equal way and a site plan review not coming before Council. City Attorney Kendall noted that it is possible to approve a variance and then change the Code later on. Council gave feedback regarding relaxing the parking requirements in the Code and taking their time to make the changes, and not tying it to this particular project. Council discussed the dimensions of the lot and the uniqueness of this property.

Community Comment (October 7, 2025 Regular Meeting)

No formal action; City Manager Neal responded to Community Comments at the next meeting

Dissent: Not applicable

Moved by Not applicable - Community Comment period · Seconded by Not applicable - Community Comment period

Three residents raised concerns during Community Comment. Ralph Zickert of 4311 Cornelia Circle discussed the double-digit levy increase for the year and emphasized the importance of staying informed and voting, highlighting the lack of transparency for the year's budget cycle. Jan Del Calzo of 5225 Grandview Square #112 discussed the replacement project for lights in Grandview Square and inquired about why 55% of the project's lights had been removed, leaving the area still dark. David Frankel of 4510 Lakeview Drive stated that the Rosland Park Ped Bridge has been hit and asked if MnDOT knows about it. He also asked about the Grandview pedestrian bridge and whether it passes the golf ball test or meets ADA requirements.

This breakroom is over twenty-years old and in use seven days a week. The remodel will address aging flooring, cabinets, and overall function of the space to meet the daily workforce.

Jon Darsow, Facilities Project Manager
Police Department Breakroom Remodel (Agenda Item 6.3)

The goal of this study is to evaluate existing railroad crossings within the city for potential safety improvements and assess the feasibility of establishing one or more quiet zones in accordance with Federal Railroad Administration regulations.

Chad Millner, Engineering Director
Railroad Crossing Safety & Quiet Zone Study (Agenda Item 6.4)

Residents have voiced many concerns with night-time train horns. This project will start to identify how to improve the quality of life of residents near the railroad tracks.

SRF Consulting Group Project Description
Railroad Crossing Safety & Quiet Zone Study (Agenda Item 6.4)

Older meters can under-report water usage due to wear and tear, leading to revenue loss for the utility or inaccurate billing for the customer. The new meters are equipped to connect to our Advanced Metering Infrastructure (AMI) equipment that was previously installed in 2024.

Nathan Kaderlik, Assistant Director-Utilities
Water Meter Replacement Project (Agenda Item 6.5)

The Golf Dome has deservedly achieved a reputation for having premier practice facilities. The replacement of the Golf Dome practice green is required to maintain that designation. The Marketing Agreement with 2nd Swing will assist in funding these improvements.

Joseph Abood, General Manager Braemar Golf Course
Braemar Golf Dome Marketing Agreement with 2nd Swing (Agenda Item 6.7)

Due to the popularity of the TopTracer Technology within the Golf Dome and its corresponding extended wait times for hitting bays, the additional amenity will enhance the customer experience during high volume times.

Item Report Summary
Braemar Golf Dome Marketing Agreement with 2nd Swing (Agenda Item 6.7)

The proposed lease agreement with Hennepin County for a new, permanent space for the Edina Art Center at Southdale Library marks a critical step for the project. The ability to partner with Hennepin County provides the city with an opportunity to keep the arts as a core aspect of the community, foster and celebrate creativity and bring the community and arts together in a fiscally responsible manner.

Tracy Petersen, Assistant Director Parks & Recreation
Edina Art Center Lease Agreement with Hennepin County (Agenda Item 6.8)

The city has had the opportunity to work with and design the art spaces with MSR, the county's architect, and receive support and guidance from HGA to ensure that the spaces meet the needs of art for the future.

Item Report Summary
Edina Art Center Lease Agreement with Hennepin County (Agenda Item 6.8)

The York Trunk Sanitary Sewer Improvements are nearing completion of Phase 3, with remaining phases included in the CIP and currently funded through Sewer Availability Charge. The South Trunk (Cahill) Sanitary Sewer Improvements project was discussed in relation to future development potential, though development is not expected for about 10 years.

Chad Millner, Engineering Director
Utility Rate Study Update (Work Session, October 7, 2025)

He reviewed prior rate studies, tier structures, and the rationale for using winter water usage to determine charges.

Nick Anhut, Ehlers Senior Municipal Advisor
Utility Rate Study Update (Work Session, October 7, 2025)

The delinquent utilities go on the property taxes, and the County is 100% effective in collection.

Janey Erickson
Certification of Delinquent Utilities (Resolution No. 2025-100)

The parking ramps have to be inspected annually, and that is where a big portion of the costs comes from.

Facility Manager Otten
Grandview Maintenance District Annual Assessment, Improvement No. G-25 (Resolution No. 2025-92)

They have a two-year warranty on the water shut-off and the retaining wall, and the driveway. They can pay it off over a 15-year period.

Chad Millner, Engineering Director
Concord B & C Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-465 (Resolution No. 2025-88)

They review it at a staff level and then can submit it to the contractor for their insurance to check out.

Chad Millner, Engineering Director
Southdale B Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-464 (Resolution No. 2025-89)

In order to comply with State Statutes; all donations to the City must be adopted by Resolution and approved by four favorable votes of the Council accepting the donations.

Mayor Hovland
Accepting Donations (Resolution No. 2025-98)

It is possible to approve a variance and then change the Code later on.

City Attorney Kendall
Site Plan Review and Variances at 50336 France Avenue South (Resolution No. 2025-80)

He highlighted the lack of transparency for this year's budget cycle.

Ralph Zickert, 4311 Cornelia Circle
Community Comment (October 7, 2025 Regular Meeting)

She inquired about why 55% of the project's lights had been removed, leaving the area still dark.

Jan Del Calzo, 5225 Grandview Square #112
Community Comment (October 7, 2025 Regular Meeting)

The Rosland Park Ped Bridge has been hit and asked if MnDOT knows about it.

David Frankel, 4510 Lakeview Drive
Community Comment (October 7, 2025 Regular Meeting)
Source document

Meeting location:

Edina City Hall

Council Chambers

4801 W. 50th St.

Edina, MN

City Council Meeting Agenda

Wednesday, October 22, 2025

7:00 PM

Participate in the meeting:

Watch the meeting on cable TV or YouTube.com/EdinaTV.

Provide feedback during Community Comment by calling 312-535-

8110. Enter access code 2867 096 0721. Password is 5454. Press *3 on

your telephone keypad when you would like to get in the queue to

speak. A staff member will unmute you when it is your turn to speak.

Accessibility Support:

The City of Edina wants all residents to be comfortable being part of the

public process. If you need assistance in the way of hearing amplification, an

interpreter, large-print documents or something else, please call 952-927-

8861 at least 72 hours in advance of the meeting.

1. Call to Order

2. Roll Call

3. Pledge of Allegiance

4. Approval of Meeting Agenda

5. Community Comment

During "Community Comment," the Mayor will invite residents to share issues or

concerns that are not scheduled for a future public hearing. Items that are on tonight's

agenda may not be addressed during Community Comment. Individuals must limit their

comments to three minutes. The Mayor may limit the number of speakers on the same

issue in the interest of time and topic. Individuals should not expect the Mayor or Council

to respond to their comments tonight. The City Manager will respond to questions raised

during Community Comments at the next meeting.

5.1. City Manager's Response to Community Comments

6. Adoption of Consent Agenda

All agenda items listed on the Consent Agenda will be approved by one motion. There will

be no separate discussion of items unless requested to be removed by a Council Member.

If removed the item will be considered immediately following the adoption of the Consent

Agenda. (Favorable roll call vote of majority of Council Members present to approve,

unless otherwise noted in consent item.)

6.1. Minutes: Work Session and Regular, Oct. 7, 2025

6.2. Payment of Claims

Page 1 of 202

6.3. Request for Purchase: Police Department Breakroom Remodel

6.4. Request for Purchase: Railroad Crossing Safety & Quiet Zone Study

6.5. Request for Purchase: Water Meter Replacement Project

6.6. Request for Purchase: Adobe Software Subscription

6.7. Approve Marketing Agreement with 2nd Swing for Braemar Golf Dome

6.8. Approve Lease Agreement with Hennepin County for the Edina Art Center

6.9. Approve Two New On-Sale Wine and 3.2 Percent Malt Liquor Licenses

6.10. Summary Publications for Ordinances 2025-09 and 2025-10

7. Special Recognitions and Presentations

7.1. Edina Chamber of Commerce Explore Edina Annual Report

8. Public Hearings

During "Public Hearings," the Mayor will ask for public testimony after staff and/or

applicants make their presentations. The following guidelines are in place to ensure an

efficient, fair, and respectful hearing; limit your testimony to three minutes and to the

matter under consideration; the Mayor may modify times, as deemed necessary; avoid

repeating remarks or points of view made by previous speakers. The use of signs, clapping,

cheering or booing or any other form of verbal or nonverbal communication is not

allowed.

8.1. PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for

3945 Market LLC dba Therese

8.2. PUBLIC HEARING: Resolution No. 2025-99 Approving Final Layout for Project 2 of

the I-494 Corridor Vision Implementation Plan

8.3. PUBLIC HEARING: Resolution 2025-101: Amending the Spending Plan for the

Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts

9. Reports/Recommendations: (Favorable vote of majority of Council Members

present to approve except where noted)

9.1. Resolution No. 2025-102: Accepting Donations

10. Commission Correspondence (Minutes and Advisory Communication)

10.1. Minutes: Energy and Environment Commission, Aug. 14 and Sep. 11, 2025

Page 2 of 202

10.2. Minutes: Transportation Commission, Aug. 21, 2025

11. Manager's Comments

12. Mayor and Council Comments

12.1. Gun Violence Prevention Advocacy

13. Adjournment

Page 3 of 202

Date: October 22, 2025

Meeting: City Council

Agenda Number: 5.1

Item Type: Other

d

ITEM REPORT

Item Activity: Information

Prepared By: Scott Neal, City Manager

Department: Administration

Item Title:

City Manager's Response to Community Comments

Action Requested:

None; information only.

Information/Background:

Responses to questions posed during Community Comment at the last meeting were posted on the

City’s website (URL). City Manager Neal will provide summaries of those responses during the

meeting.

Supporting Documentation:

None

Page 4 of 202

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.1

Item Type: Minutes

d

ITEM REPORT

Item Activity: Approve

Prepared By: Sharon Allison, City Clerk

Department: Administration

Item Title:

Minutes: Work Session and Regular, Oct. 7, 2025

Action Requested:

Approve minutes as presented.

Information/Background:

Supporting Documentation:

1.

2.

Minutes: Work Session, Oct. 7, 2025

Minutes: Regular, Oct. 7, 2025

Page 5 of 202

MINUTES

OF THE EDINA CITY COUNCIL

WORK SESSION

COMMUNITY ROOM, CITY HALL

TUESDAY, OCTOBER 7, 2025

5:30 P.M.

CALL TO ORDER

1.0

Mayor Hovland called the meeting to order at 5:31 p.m.

ROLL CALL

2.0

Answering rollcall were Members Agnew, Jackson, Pierce, Risser and Hovland.

Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Chad Millner, Engineering

Director; Pa Thao, Finance Director; Nelly Chick-Brewer, Assistant Finance Director; Jennifer Bennerotte,

Communications Director; Jesse Meyer-Ruud, I.T. Support Supervisor; and Sharon Allison, City Clerk.

3.1

UTILITY RATE STUDY UPDATE

Manager Neal introduced the topic, explaining that the discussion would focus on utilities

including the underlying rate structure to fund projects, upcoming utility capital projects and

cost estimates, and getting feedback from Council.

Engineering Director Millner reviewed several major projects - the York Trunk Sanitary Sewer

Improvements are nearing completion of Phase 3, with remaining phases included in the CIP

and currently funded through Sewer Availability Charge (SAC). The South Trunk (Cahill)

Sanitary Sewer Improvements project was discussed in relation to future development

potential, though development is not expected for about 10 years. The Lincoln–Londonderry

Sanitary Sewer project, estimated at $20–$40 million, is not part of the current rate study and

will be considered in future comprehensive plan discussions. Updates were also provided on

Water Treatment Plant No. 5, including revised cost estimates, and on the Flood Risk

Reduction Strategy, with Morningside cited as the first completed project.

City consultant, Ehlers senior municipal advisor Nick Anhut, presented on the structure and

purpose of utility enterprise funds, explaining how fees are assessed and how each utility is

analyzed. He reviewed prior rate studies, tier structures, and the rationale for using winter

water usage to determine charges. Council raised questions about consumption patterns,

recession impacts, fairness across customer types, and potential for adding a fourth usage tier.

Discussion also covered the rate study’s financial goals, reserve targets, and assumptions for

future expenses and debt coverage.

Anhut presented proposed rate adjustments, including an increase to water and sewer

connection fees to fund upcoming projects. Council requested additional data comparing

commercial and residential usage trends and rates over the past decade. Council also discussed

potential policy direction regarding conservation, development-related costs, and equity in rate

distribution. Staff noted that a follow-up or special meeting may be scheduled to continue the

discussion and review the remainder of the presentation.

4.0

ADJOURNMENT

Page 1

Page 6 of 202

Minutes/Edina City Council Work Session/October 7, 2025

Mayor Hovland adjourned the meeting at 6:55 p.m.

Respectfully submitted,

Minutes approved by Edina City Council, October 22, 2025.

Audio copy of the work session available.

Sharon Allison, City Clerk

James B. Hovland, Mayor

Page 2

Page 7 of 202

MINUTES

OF THE REGULAR MEETING OF THE

EDINA CITY COUNCIL

HELD AT CITY HALL

OCTOBER 7, 2025

7:00 P.M.

CALL TO ORDER

I.0

Mayor Hovland called the meeting to order at 7:02 p.m.

ROLLCALL

2.0

Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Hovland.

3.0 PLEDGE OF ALLEGIANCE

4.0 MEETING AGENDA – APPROVED

Member Jackson made a motion, seconded by Member Agnew, approving the meeting agenda.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

COMMUNITY COMMENT

5.0

Ralph Zickert, 4311 Cornelia Circle, discussed the double-digit levy increase for the year and emphasized

the importance of staying informed and voting. Mr. Zickert highlighted the lack of transparency for this

year's budget cycle.

Jan Del Calzo, 5225 Grandview Square #112, discussed the replacement project for the lights in Grandview

Square and inquired about why 55% of the project's lights had been removed, leaving the area still dark.

David Frankel, 4510 Lakeview Drive, stated that the Rosland Park Ped Bridge has been hit and asked if

MnDOT knows about it. Mr. Frankel also asked about the Grandview pedestrian bridge, and whether it does

not pass the golf ball test or meet ADA requirements.

CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS

5.1.

City Manager Neal responded to Community Comments from current and past meetings.

CONSENT AGENDA – ADOPTED

6.0

Member Jackson made a motion, seconded by Member Agnew, approving the consent agenda,

as follows:

6.1. Approve regular and work session meeting minutes of September 16, 2025

6.2. Approve Claims for Payment for Check Register Pre-List Dated August 31, 2025,

totaling $20,823.27 (1011), Check Register Claims Pre-List Dated September 12, 2025,

totaling $2,720,977.12, Check Register Claims Pre-List Dated September 19, 2025,

totaling $2,592,049.29, and Check Register Claims Pre-List Dated September 26, 2025,

totaling $1,401,920.61

6.3. Request for Purchase, Renew Facility Management Software for 2026, awarding the bid

to the recommended low bidder, VFA Inc. at $28,998.38

6.4. Request for Purchase, Edina Aquatic Center Card Reader Access, awarding the bid to

the recommended low bidder, Pro-Tec Design at $20.612.14

6.5. Request for Purchase, Edina Aquatic Center Pump Room Security Cameras, awarding

the bid to the recommended low bidder, Pro-Tec Designs at $32,526.48

6.6. Request for Purchase, Professional Services for France Avenue Sidewalk PH4, awarding

the bid to the recommended low bidder, Bolton & Menk, Inc. at $73,996

6.7. Request for Purchase, Professional Services for Minor Pipe and Grading Projects for

Flood Risk Reduction, awarding the bid to the recommended low bidder, Barr

Engineering at $197,000

Page 1

Page 8 of 202

Minutes/Edina City Council/October 7, 2025

6.8. Waive Second Reading Adopting Ordinance No. 2025-10, Amendment Regarding

Stormwater Management

6.9. Waive Second Reading Adopting Ordinance No. 2025-09, amending Chapter 36 of the

Edina City Code Concerning Zoning, Article X. Floodplain Districts

6.10. Adopt Resolution No. 2025-90, submitting an Application for Noise Wall #62

Improvements by MnDOT

6.11. Adopt Resolution No. 2025-91, setting Public Hearing Date for Municipal Consent for

MnDOT’s Project 2 of the I-494 Corridor Vision

6.12. Request for Purchase, Twin Cities Orthopedics Health Quotient Contract for Services,

awarding the bid to the recommended low bidder, Twin Cities Orthopedics at

$66,705.00

6.13. Adopt Resolution No. 2025-97, authorizing 2026 DWI/Traffic Safety Officer Grant

Agreement

6.14. Request for Purchase, Braemar Golf Dome Practice Green Reconstruction, awarding

the bid to the recommended low bidder, GreenImage GolfScapes at $53,500

6.15. Request for Purchase, Braemar Golf Dome Practice Green Technology, awarding the

bid to the recommended low bidder, PuttView at $24,523.75

6.16. Request for Purchase, Braemar Golf Course Autonomous Rough Mowers, awarding the

bid to the recommended low bidder, SiteOne at $119,999.90

6.17. Request for Purchase, Replacement Spencer Blower Purchase, awarding the bid to the

recommended low bidder, WW Goetsch Associates, Inc. at $32,513.00

6.18. Adopt Resolution Nos. 2025-87 and 2025-94, approving the Participation of the

Henenpin County Housing and Redevelopment Authority in an Affordable Housing

Project

6.19. Approve Amendment to Public Health Preparedness Services Agreement with City of

Bloomington

6.20. Approve Amendment to Cannabis and Substance Use Grant Agreement with

Minnesota Department of Health

6.21. Request for Purchase, Self-Contained Breathing Apparatus Replacement, awarding the

bid to the recommended low bidder, MacQueen at $435,306.00

6.22. Request for Purchase, ClearGov Capital Improvement Planning Software, awarding the

bid to the recommended low bidder, ClearGov at $82,000

6.23. Approve Interactive Technology Usage for Meetings of Public Bodies Policy

6.24. Adopt Resolution No. 2025-84, transferring Local Board Authority of Appeal and

Equalization Power and Duty to Hennepin County (“Open Book”)

6.25. Grant First Reading to Ordinance No. 2025-11, amending Chapter 6 Concerning

Special Events and Approve Special Events Policy

6.26. Grant First Reading to Ordinance No. 2025-12, repealing and amending Certain City

Code Sections and Ordinance No. 2025-13, amending Chapter 2 Fee Schedule

6.27. Summary Publication for Ordinance Nos. 2025-11, 2025-12, and 2025-13

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

7.0

7.1.

PUBLIC HEARINGS HELD – Affidavits of Notice presented and ordered placed on file.

RESOLUTION NO. 2025-95; WEED MOWING SPECIAL ASSESSMENT, IMPROVEMENT

NO. WD-25 - ADOPTED

Assistant Director of Parks and Natural Resources Swenson, discussed action taken for weed mowing special

assessments, and presented the property IDs for the 9 properties that received the assessment.

Mayor Hovland opened the public hearing at 7:36 p.m.

Public Testimony

Lori Grotz, 5513 Park Place, addressed the Council.

Page 2

Page 9 of 202

Minutes/Edina City Council/October 7, 2025

Member Jackson made a motion, seconded by Member Agnew, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Member Jackson introduced and moved adoption of Resolution No. 2025-95, Weed Mowing

Special Assessment, Improvement No. WD-25. Member Agnew seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

The Council asked questions regarding potentially raising the fees for this process.

7.2.

RESOLUTION NO. 2025-96, TREE REMOVAL SPECIAL ASSESSMENT, IMPROVEMENT

NO. TR-25 - ADOPTED

Assistant Director of Parks and Natural Resources Swenson, discussed the tree removal assessment process

and presented the property IDs for the 6 properties that received the assessment.

Mayor Hovland opened the public hearing at 7:41 p.m.

Public Testimony

No one appeared to comment.

Member Agnew made a motion, seconded by Member Pierce, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Member Agnew introduced and moved adoption of Resolution No. 2025-96, Tree Removal

Special Assessment Improvement No. TR-25. Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

RESOLUTION NO. 2025-100, CERTIFICATION OF DELINQUENT UTILITIES - ADOPTED

7.3.

Finance Director Thao presented the utility certification process and utility certification history.

Mayor Hovland opened the public hearing at 7:45 p.m.

Public Testimony

Lori Grotz, 5513 Park Place, addressed the Council.

Member Agnew made a motion, seconded by Member Jackson, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Member Agnew introduced and moved adoption of Resolution No. 2025-100, authorizing

Certification of Delinquent Utilities. Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

The Council asked questions regarding the County’s success with the collection of these delinquent utilities.

Janey Erickson stated that the delinquent utilities go on the property taxes, and the County is 100% effective

in collection.

7.4.

RESOLUTION NO. 2025-85, AQUATIC VEGETATION SPECIAL ASSESSMENT,

IMPROVEMENT NO. AQ-25 - ADOPTED

Page 3

Page 10 of 202

Minutes/Edina City Council/October 7, 2025

Water Resource Coordinator Vanderwerff Wilson presented information regarding the aquatic services

management plan, Arrowhead Lake assessment, Indianhead Lake assessment, Lake Nancy assessment, Mill

Pond assessment, and the Browndale Access Ramp replacement.

Mayor Hovland opened the public hearing at 7:57 p.m.

Public Testimony

No one appeared to comment.

Member Jackson made a motion, seconded by Member Pierce, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Member Jackson introduced and moved adoption of Resolution No. 2025-85, Aquatic

Vegetation Assessment, Improvement No. AQ-25. Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

RESOLUTION NO. 2025-92, GRANDVIEW MAINTENANCE DISTRICT ANNUAL

7.5.

ASSESSMENT, IMPROVEMENT NO. G-25 - ADOPTED

Facility Manager Otten presented the location map for the assessment and the assessment costs for 2024.

Mayor Hovland opened the public hearing at 8:02 p.m.

Public Testimony

Jim Baase, 5021 Vernon Avenue South, addressed the Council.

Member Jackson made a motion, seconded by Member Pierce, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

The Council asked questions regarding the ongoing costs annually and if SPARC funds could be used for this.

Mr. Otten noted that the parking ramps have to be inspected annually, and that is where a big portion of the

costs comes from.

City Manager Neal stated that he does not recall a time when they delayed payments on assessments like

this.

Member Jackson introduced and moved adoption of Resolution No. 2025-92, Grandview

Business District No. G-25. Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

RESOLUTION NO. 2025-93, 50TH & FRANCE MAINTENANCE DISTRICT ANNUAL

7.6.

ASSESSMENT, IMPROVEMENT NO. M-25 - ADOPTED

Facility Manager Otten presented the location map for this assessment and proposed assessment costs for

2024.

The Council asked questions regarding the apartment buildings with retail on the first floor.

Mayor Hovland opened the public hearing at 8:22 p.m.

Public Testimony

Page 4

Page 11 of 202

Minutes/Edina City Council/October 7, 2025

No one appeared to comment.

Member Jackson made a motion, seconded by Member Agnew, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Member Jackson introduced and moved adoption of Resolution No. 2025-93, 50th & France

Business District, Improvement No. M-25. Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

7.7.

RESOLUTION NO. 2025-88, CONCORD B & C NEIGHBORHOOD ROADWAY

RECONSTRUCTION SPECIAL ASSESSMENT, IMPROVEMENT NO. BA-465 - ADOPTED

Engineering Director Millner presented information regarding funding sources for street reconstruction

projects and assessment costs.

Mayor Hovland opened the public hearing at 8:26 p.m.

Public Testimony

Lynda Sonnek, 6212 Saint Johns Avenue, addressed the Council.

Chris Guertin, 6109 Saint Johns Avenue, addressed the Council.

Member Jackson made a motion, seconded by Member Pierce, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Mr. Millner stated that they have a two-year warranty on the water shut-off and the retaining wall, and the

driveway. Mr. Millner also noted that they can pay it off over a 15-year period.

The Council asked questions regarding potentially delaying billing for this case.

Member Jackson introduced and moved adoption of Resolution No. 2025-88, Concord B & C

Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-465.

Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Hovland

Abstain: Risser

Motion carried.

7.8.

RESOLUTION NO.

RECONSTRUCTION SPECIAL ASSESSMENT, IMPROVEMENT NO. BA-464 - ADOPTED

SOUTHDALE B NEIGHBORHOOD ROADWAY

2025-89,

Engineering Director Millner presented the variety of funding sources for this project.

The Council asked questions regarding the email objection received.

Mayor Hovland opened the public hearing at 8:39 p.m.

Public Testimony

No one appeared to comment.

Member Jackson made a motion, seconded by Member Agnew, to close the public hearing.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Page 5

Page 12 of 202

Minutes/Edina City Council/October 7, 2025

Member Pierce introduced and moved adoption of Resolution No. 2025-89, Southdale B

Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-464.

Member Agnew seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

The Council asked how the extensive water damage in a resident’s unit is handled and what relief is offered

to him.

Mr. Millner stated that they review it at a staff level and then can submit it to the contractor for their

insurance to check out.

REPORTS / RECOMMENDATIONS

RESOLUTION NO. 2025-98 ACCEPTING DONATIONS – ADOPTED

8.0

8.1.

Mayor Hovland explained that in order to comply with State Statutes; all donations to the City must be

adopted by Resolution and approved by four favorable votes of the Council accepting the donations.

Member Jackson introduced and moved adoption of Resolution No. 2025-98 accepting various

grants and donations. Member Agnew seconded the motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

8.2. RESOLUTION NO. 2025-83, APPROVING A SUBDIVISION (PRELIMINARY AND FINAL PLAT)

AT 6417 WARREN AVENUE – ADOPTED

Community Development Director Teague noted that the applicant has proposed to split this property into

two lots.

The Council asked questions regarding the driveway placement.

Member Jackson introduced and moved adoption of Resolution No. 2025-83, approving a

subdivision (Preliminary and Final Plat) at 6417 Warren Avenue. Member Pierce seconded the

motion.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

8.3. RESOLUTION NO. 2025-80, SITE PLAN REVIEW AND VARIANCES AT 50336 FRANCE

AVENUE SOUTH – ADOPTED

Community Development Coordinator Lewis noted that the proposal is to add a second story to the existing

building.

The Council asked questions regarding the upgrade in City Code for parking to codify a policy, practical

difficulties, the Code change process, and the FAR of 1.

The Council expressed concerns regarding the Code being applied in an equal way and a site plan review

not coming before Council.

City Attorney Kendall noted that it is possible to approve a variance and then change the Code later on.

The Council gave feedback regarding relaxing the parking requirements in the Code and taking their time to

make the changes, and not tying it to this particular project.

The Council discussed the dimensions of the lot and the uniqueness of this property.

Page 6

Page 13 of 202

Minutes/Edina City Council/October 7, 2025

Member Agnew introduced and moved adoption of Resolution No. 2025-80, approving a site

plan and variance at 5036 France Avenue South. Member Pierce seconded the motion.

Ayes: Agnew, Jackson, Pierce, Hovland

Nay: Risser

Motion carried.

9.0

COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY

COMMUNICATION) – Received

9.1. MINUTES: COMMUNITY HEALTH COMMISSION, JUNE 9, JULY 14, AND AUGUST

11, 2025

9.2. MINUTES: PARKS AND RECREATION COMMISSION, AUGUST 12, 2025

10.0 MANAGER’S COMMENTS – Received

11.0 MAYOR AND COUNCIL COMMENTS – Received

12.0 ADJOURNMENT

Member Jackson made a motion, seconded by Member Pierce, to adjourn the meeting at 9:48

p.m.

Ayes: Agnew, Jackson, Pierce, Risser, Hovland

Motion carried.

Respectfully submitted,

Minutes approved by Edina City Council, October 22, 2025.

Sharon Allison, City Clerk

Video Copy of the October 7, 2025, meeting available.

James B. Hovland, Mayor

Page 7

Page 14 of 202

d

ITEM REPORT

Item Activity: Approve

Prepared By: Pa Thao, Finance Director

Department: Finance

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.2

Item Type: Claims

Item Title:

Payment of Claims

Action Requested:

Approve claims for Payment

Information/Background:

A summary of the payment of claims is provided below. For security purposes, the detailed claims

report will be available to City Council members through the secure Board Portal. The full report

remains a public record and can be obtained by anyone through the City’s data request process.

List of Payment Claims:

1.

2.

3.

Check Register Claims Pre-List Dated 10.10.2025 Total $1,593,315.40

Check Register Claims Pre-List Dated 09.30.2025 Total $542,449.99 (1011)

Check Register Claims Pre-List Dated 10.03.2025 Total $6,455,332.38

Page 15 of 202

d

PURCHASE REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.3

Item Type: Request for Purchase

Item Activity: Approve

Prepared By: Jon Darsow, Facilities Project Manager

Department: Engineering

Item Title:

Request for Purchase: Police Department Breakroom Remodel

Action Requested:

Approve Request for Purchase for Police Department Breakroom Remodel with Zephyr LLC. for

$68,884.00.

Information/Background:

This project will remodel the existing lunchroom space with new finishes, fixtures, and

appliances. This breakroom is over twenty-years old and in use seven days a week. The remodel will

address aging flooring, cabinets, and overall function of the space to meet the daily workforce.

Requisition

Number:

12500251

Funding

Source:

Asset Preservation

Vendor:

Zephyr LLC.

Equipment

Status:

Replacement

Cost:

$68,884.00

Resources/Financial Impacts:

The project is being funded through Asset Preservation Funds.

Relationship to City Policies:

This project aligns with goals for facility maintenance.

Budget Pillar:

Strong Foundation

Values Impact:

Stewardship

Replacing aging infrastructure at the appropriate time is sound asset

management practice

Supporting Documentation:

1.

Edina Police Department Remodel Proposal

Page 16 of 202

Edina Police Department Breakroom Remodel

To: Jon Darsow Facilities

7450 Metro Blvd.

Edina, MN 55439

From: Zephyr LLC.

959 Lombard Ave

St Paul, MN 55105

Attn: Jon Darsow

Phone: 952-826-0305

Fax: 952-826-0392

E-mail: Jdarsow@EdinaMN.gov

Estimator: David Kuennen

Contact Info: 612-282-3214

Mail: dave@Zephyrcoatings.com

Job Location: 4801 W 50th St. Edina, MN 55424

This scope of work was defined by Dave Kuennen after site inspection.

Scope of Work based on plans provided (Plan dated September 08/2025)

• Mobilization, Site Prep, Floor protection, containments as needed

• Demo per plan

• Drywall Allowance $4,000

• Relocation of existing appliances store for future use.

• Plumbing, add water lines, install new sink, garbage disposal, drain lines

• Electrical allowance of $4,500.00 Exclusions:

1. No electrical design fees of drawings have been included.

2. No floor boxes of core drilling included

Notes:

a. All branch circuit wiring to be MC cable

b. Work to be conducted during normal business hours

c. Existing lighting and switches to remain.

• Wallpaper materials and labor to install

• Furnish and install cabinets per specifications on page A662 on plans

• Furnish and install countertops Note: our vendor doesn’t carry the specified

Cambria; however, we found a very close match. (Much less money than

Cambria)

Estimated Total ...............................................................................$68,884.00

1

Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720

Page 17 of 202

Concealed Conditions:

Price Based Upon Existing Observations. This agreement and the price are based solely

on the observations of Contractor at the time of this Agreement.

Unforeseen Conditions Require Change Order. If additional concealed conditions are

discovered once the work has commenced, which conditions were not visible at the time

of this Agreement, Contractor will identify the unforeseen conditions, and Customer and

Contractor will execute a Change Order for any additional work.

Additional Costs for Unanticipated Conditions. Customer agrees to pay for unexpected or

unanticipated extra costs, including but not limited to, soil corrections, protections of the

project from weather conditions, and all other similar costs and time for work due to

concealed conditions. Such conditions may also extend the time for completion of

Contractor’s work under this Agreement.

Extra Excavation and Removal. Contractor will dispose of job-related debris, however,

this Agreement does not include excavation, removal and disposal of large rocks (i.e.

over 200 pounds) or hazardous materials, such as asbestos, which Contractor may find

during construction. If such materials are found, the removal and disposal will be treated

as Change Order.

Required under state law of Minnesota: A. ANY PERSON OR COMPANY SUPPLYING LABOR

OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY

IF THAT PERSON OR COMPANY IS NOT PAID FOR THEIR CONTRIBUTIONS. B. UNDER MINNESOTA LAW, YOU

HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR THIS IMPROVEMENT

DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE, OR WITHHOLD THE AMOUNTS DUE

THEM FROM US UNTIL 120 DAYS AFTER COMPLETION OF THE IMPROVEMENT UNLESS WE GIVE YOU A LEAN

WAIVER SIGNED BY PARSONS WHO SUPPLIED ANY LABOR OR MATERIALS FOR THE IMPROVEMENT AND

WHO GAVE YOU TIMELY NOTICE. INITIAL: X_____________

2

Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720

Page 18 of 202

Buyer’s right to cancel, Minnesota Statute 325.07

which may result in a lien, mortgage,

You have entered into a transaction on

or other security interests in your home. You have a legal right under federal law to cancel this

transaction, if you desire to do so, without any penalty or obligation, within three business days

from the above date or any later date on which all materials disclosures required under the Truth

in Lending Act have been given to you. If you so cancel the transaction, any lien, mortgage, or

other security interests in your home arising from this transaction is automatically void. You are

also in title to receive a refund of any down payment or other consideration if you cancel. If you

decide to cancel this transaction, you may do so by notifying:

Zephyr LLC., At 959 Lombard Ave. St. Paul, MN 55105

By mail or telegram sent not later than midnight of

written notice identifying the transaction if it is delivered to the above address not later than that

time. This notice may be used for that purpose by dating and signing below.

. You may also use any other form of

I HEREBY CANCEL THIS TRANSACTION.

Customer’s signature:

Date:

Acceptance of this Estimate $68,884.00

Sixty Eight Thousand Eight Hundred Eighty Four Dollars and no/cents

All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any

alteration or deviation from above specifications involve extra costs, will be executed only upon written orders, and will become an

extra change over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to

carry fire, tornado and other necessary insurance. Our workers are fully covered by worker's compensation insurance. Terms of

payment 50% down and balance due upon completion.

Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to

do the work as specified. Payment will be made as outlined above.

3

Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720

Page 19 of 202

Authorized Signature:

Note: This proposal may be withdrawn by us if not accepted within 30 days

Date:

Mayor, James Hovland

City Manager, Scott Neal

Date:

Date:

4

Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720

Page 20 of 202 d

PURCHASE REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.4

Item Type: Request for Purchase

Item Activity: Approve

Prepared By: Chad Millner, Engineering Director

Department: Engineering

Item Title:

Request for Purchase: Railroad Crossing Safety & Quiet Zone Study

Action Requested:

Approve Request for Purchase for Railroad Crossing Safety & Quiet Zone Study with SRF for

$63,827.50.

Information/Background:

The City of Edina issued a Request for Proposals (RFP) for the preparation of a railroad crossing

safety and quiet zone study. The goal of this study is to evaluate existing railroad crossings within the

city for potential safety improvements and assess the feasibility of establishing one or more quiet

zones in accordance with Federal Railroad Administration regulations. Three firms submitted

proposals. A staff committee and a U of M capstone group reviewed the proposals.

Requisition

Number:

12500250

Funding

Source:

2024 Budget Surplus Dedication

Vendor:

SRF Consulting Group

Equipment

Status:

N/A

Cost:

$63,827.50

Resources/Financial Impacts:

The project is funded from 2024 budget surplus dedicated to this work. This study will identify capital

improvements needed to establish quiet zones. Budgeting for implementation will be a staff exercise

during the capital improvement plan process.

Relationship to City Policies:

This project aligns with the Comprehensive Plan and Pedestrian & Bicycle Master Plan to make our

transportation system safer.

Budget Pillar:

Livable City

Values Impact:

Engagement

Residents have voiced many concerns with night-time train horns. This

project will start to identify how to improve the quality of life of

residents near the railroad tracks.

Supporting Documentation:

1.

Edina Railroad Crossing Safety & Quiet Zone Study Proposal

Page 21 of 202

SRF Project No. 19553.00

October 10, 2025

Chad Millner, Engineering Director

City of Edina

7450 Metro Boulevard

Edina, MN 55439

cmillner@EdinaMN.gov

Subject: Proposal for Professional Services for Railroad Crossing Safety & Quiet Zone Study, City

of Edina

Dear Chad Millner:

Based on your request, SRF Consulting Group, Inc. (SRF) is pleased to submit this proposal to

provide railroad safety consulting services to the City of Edina (the City) for crossings along the

Canadian Pacific Kansas City (CPKC) Railroad.

Scope of Services

The following task list outlines what our team will complete as part of Phase 1 of the railroad

safety study and reporting these findings to the City.

TASK 1:"PROJECT MANAGEMENT / MEETING WITH CITY STAFF & OFFICIALS

• Administer and organize meetings and feedback.

• Host a virtual kickoff meeting with key City staff to help guide the study process.

• Monitor task milestones and the project schedule and consult on monthly progress

reports to ensure all deliverables are completed on time.

• Review budget and billing.

TASK 2: PRELIMINARY INVESTIGATION / RISK UPDATE & REVIEW

• Collect updated information on existing conditions such as traffic, crash data, train

counts, and any current or planned future improvements near the crossings.

• Review and summarize existing documents related to Twin Cities and Edina to determine

potential impacts to safety improvements and noise mitigation.

• Develop a diagnostic meeting packet for meeting participants. Each packet will include

the following items:

o List and map of all potential crossings

o

Individual aerial imagery and GIS map for each crossing

w w w . s r f c o n s u l t i n g . c o m

3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010

Equal Employment Opportunity/Affirmative Action Employer

Page 22 of 202

Chad Millner

City of Edina

October 10, 2025

Page 2 of 6

o FRA Inventory Forms for each crossing

o FRA Accident/Incident Reports from the last five years at each crossing

o Crossing review forms to allow meeting participants to select their preferred SSM

or ASM crossing improvements and to note any other unique condition at each

crossing (e.g., additional roadway improvements such as signing, striping, or

access modifications, etc.)

• Calculate risk for each crossing to understand where safety improvements would be

most impactful to reduce risk.

TASK 3: DIAGNOSTIC MEETING

• Develop a list of individuals from relevant agencies and stakeholders including

representatives from the City, FRA, MnDOT, CPKC, and potentially affected property

owners and coordinate with the City to make necessary contacts regarding an on-site

diagnostic meeting for the proposed quiet zone.

• Travel to Edina to convene on-site diagnostic meeting to conduct a field review of the

crossings with appropriate representatives. Following the meeting, a diagnostic meeting

summary will be prepared and emailed to all participants.

• As part of the diagnostic meeting, SRF staff will also meet with key City staff to discuss

the proposed quiet zone process, potential improvements discussed during the

diagnostic meeting, and other related quiet zone items.

TASK 4: QUIET ZONE ANALYSIS

• Work with the City to identify the preferred improvement scenario that meets the FRA’s

requirements for the quiet zone and provides the city with a feasible plan that meets

their expectations for treating crossing areas.

• Develop planning-level conceptual layout graphics and cost estimates of the proposed

crossing improvements, including SSM or ASM improvements and any additional

improvements to adjacent roadway, pedestrian, or railroad infrastructure.

TASK 5: FINAL REPORT PREPARATION & PRESENTATION

• Summarize the overall process, including the proposed scenarios, potential costs, and

proposed crossing improvements in a final report to inform City staff of the proposed

plan for quiet zone implementation and crossing improvements.

OPTIONAL TASK: TASK 6: PREPARATION FOR QUIET ZONE NOTICES

If asked by the City, SRF will develop and submit FRA required Notices and other

documentation needed to be certified for quiet zone establishment. This would include

the Notice of Intent (the first step in the official quiet zone process), the development of

a Public Authority Application if necessary, and the development of a Notice of

Establishment, the final step in the quiet zone process.

Page 23 of 202

Chad Millner

City of Edina

October 10, 2025

Page 3 of 6

OPTIONAL TASK: TASK 7: DESIGN & IMPLEMENTATION (CONSTRUCTION & BIDDING

DOCUMENTS)

If desired, SRF will create construction documents (Plans, Specifications, and engineering

cost estimates) to allow the City to construct the proposed improvements.

• SRF will evaluate and develop existing conditions and safety needs, improve concepts,

coordinate with railroads and the FRA, and complete required safety reviews and formal

notifications. Once the necessary improvements are constructed, communities can

formally apply for and establish a quiet zone.

Assumptions

It is assumed that the City can provide updated/relevant traffic counts at the crossings to

complete the quiet zone calculations. If traffic counts are needed, SRF can provide that service

for an additional fee.

Schedule

SRF will complete this work within a mutually agreed-upon time schedule. A proposed schedule

is attached hereto as Attachment B.

Basis of Payment/Budget

SRF proposes to be reimbursed for the Scope of Services on an hourly basis for the actual time

expended. Other direct project expenses, such as printing, supplies, reproduction, etc., will be

billed at cost and mileage will be billed at the current allowable IRS rate for business miles. Any

subconsultants will be paid on an hourly or a lump sum basis. Invoices are submitted on a

monthly basis for work performed during the previous month. Payment is due within 35 days.

Based on SRF’s understanding of the project, it is estimated that the cost for the Scope of

Services will be $63,827.50, which includes both time and expenses. The estimated cost is further

detailed in Attachment B.

Changes in Scope of Services

It is understood that if the scope or extent of work changes, the cost will be adjusted

accordingly. Before any out-of-scope work is initiated, however, SRF will submit a budget

request for the new work and will not begin work until you provide authorization.

Standard Terms and Conditions

The attached Standard Terms and Conditions (Attachment A) together with the Master

Agreement for Professional Engineering Services between the City and SRF dated June 13, 2017

and this Proposal for professional services, constitute the entire agreement between the City

and SRF and supersedes all prior written or oral understandings. This agreement may only be

Page 24 of 202

Chad Millner

City of Edina

October 10, 2025

Page 4 of 6

amended, supplemented, modified, or canceled by a written instrument executed by both

parties. In the event of a conflict between the Master Agreement and this Proposal, this Proposal

shall govern.

Acceptance/Notice to Proceed

A signed copy of this Proposal, mailed or emailed to Andy Mielke at the address on the first

page of this document or at amielke@srfconsulting.com, will serve as acceptance of this

Proposal and SRF’s notice to proceed.

We appreciate your consideration of this Proposal and look forward to working with you on this

project. Please feel free to contact us if you have any questions or need additional information.

Sincerely,

SRF Consulting Group, Inc.

Justin Scott, AICP

Project Manager

JS/AM

Attachment(s):

Andy Mielke

Senior Vice President

Attachment A – Standard Terms and Conditions

Attachment B – Schedule and Cost Breakdown of Tasks

Approved: City of Edina

(signature)

Name

Title

Date

Page 25 of 202

Chad Millner

City of Edina

October 10, 2025

Page 5 of 6

Attachment A – Standard Terms and Conditions

Page 26 of 202

Chad Millner

City of Edina

October 10, 2025

Page 6 of 6

Page 27 of 202

Appendix B

October

2025

November

December

January

2026

February

March

Schedule

TASK

Project Management

Preliminary Investigation/Risk Update

Diagnostic Meeting + Recommendations

Quiet Zone Analysis

Final Report + Presentation

Preparation for Quiet Zone Establishment

Key Deliverables

Cost Breakdown of Tasks

SUMMARY OF COSTS AND HOURS

PROF.

VIII-VII

PROF.

VI

PROF. V

PROF. IV

PROF. III

PROF.

II

PROF.

I

TECH. SUPPORT Hours

TOTALS

1

Project Management/Meetings with City Staff and

Officials

$598.00

$-

$5,568.00

$-

$785.00

2 Preliminary Investigation/Risk Update and Review

$1,196.00

3 Diagnostic Meeting

4 Quiet Zone Analysis

$-

$-

5 Final Report Preparation and Presentation

$1,196.00

Hours

10

$-

$-

$-

$-

-

$7,424.00

$1,280.00

$3,140.00

$6,496.00

$640.00

$7,222.00

$4,176.00

$5,568.00

138

$-

$-

12

$6,280.00

$6,280.00

159

$-

$-

$-

$-

$-

-

$-

$-

$-

$-

$-

-

$-

$-

$-

$-

$-

-

$-

$-

$-

$-

$-

-

31

64

98

58

68

$6,951.00

$13,040.00

$14,358.00

$10,456.00

$13,044.00

319

TOTALS

SRF Estimate of Direct Non-Salary Expenses:

Mileage: Personal Vehicles 450 miles at $0.700

Meals: 12 meals at $43.00

Reproduction:

Copy Duplication 550 $0.10/copy

Color Copies 150 $0.35/copy

Printing

Supplies

SRF Expenses

TOTAL ESTIMATED FEE

$2,990.00 $0.00 $32,016.00 $1,920.00 $24,963.00 $0.00 $0.00 $0.00

$0.00

319

$61,889.00

$315.00

$516.00

$55.00

$52.50

$500.00

$500.00

$1,938.50

$63,827.50

Page 28 of 202 d

PURCHASE REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.5

Item Type: Request for Purchase

Item Activity: Approve

Prepared By: Nathan Kaderlik, Assistant Director-

Utilities

Department: Public Works

Item Title:

Request for Purchase: Water Meter Replacement Project

Action Requested:

Approve request for purchase for the water meter replacement project.

Information/Background:

We will be replacing old, outdated, or malfunctioning water meters with newer, more accurate, and

efficient models. Older meters can under-report water usage due to wear and tear, leading to

revenue loss for the utility or inaccurate billing for the customer. The new meters are equipped to

connect to our Advanced Metering Infrastructure(AMI) equipment that was previously installed in

2024.

Requisition Number:

12500237

Funding Source:

CIP

Vendor:

Ferguson US

Holdings Inc

Equipment Status: Replacement

Cost:

$6,988,550.25

Resources/Financial Impacts:

• Budget – This is a part of the CIP.

• Implementation – Ferguson Waterworks

• Operation – Public Works Utility Division

Relationship to City Policies:

CIP

Budget Pillar:

Reliable Service

Values Impact:

Improve meter reading accuracy; enable modern, remote reading

technologies (AMI); and enhance customer service and usage

transparency

Stewardship

Reduce non-revenue water (loss from leaks or meter inaccuracies)

Supporting Documentation:

1. Water Meter Replacement Contract

Page 29 of 202

CONTRACT NO. PWK25101

THIS AGREEMENT made this 22nd day of October 2025, by and between the CITY OF EDINA, a Minnesota

municipal corporation (“City”) and Ferguson Enterprises, LLC 1420 3rd Ave West Shakopee, MN 55379 (“Contractor”).

City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows:

1.

CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents,”

all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full

herein:

A. This Agreement.

B.

Instructions to Bidders.

C. City of Edina General Contract Conditions.

D. Addendum number 1.

E. Specifications prepared by Sarah E Lloyd, dated 9/4/2025.

F. Performance Bond.

G. Payment Bond.

H. Responsible Contractor Verification of Compliance

I. Contractor’s Bid dated September 25, 2025.

The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all

items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality

and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the

Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor

shall provide the better quality or greater quantity of Work or comply with the more stringent requirements.

1.1

Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project

site and shall be responsible for the correctness of such measurements. No extra charges or compensation

will be allowed on account of differences between actual dimensions and the dimensions indicated on the

Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding

with the Work.

1.2

If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed

drawings of such departure to the City for approval before making the change.

The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure

by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between

the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to

performing the affected Work. The City’s directions shall be followed by the Contractor.

2.

OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform

the work in accordance with the Contract Documents.

3.

OBLIGATIONS OF THE CITY. The City agrees to pay and the Contractor agrees to receive and accept

payment in accordance with the Contractor’s bid $6,988,550.25.

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4.

A.

B.

PAYMENT PROCEDURES.

Contractor shall submit Applications for Payment. Applications for Payment will be processed by City as

provided in the General Conditions.

Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price

on the basis of Contractor’s Applications for Payment during performance of the Work.

C.

Payments to Subcontractor.

(1)

(2)

Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor

must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the

City for undisputed services provided by the subcontractor. The Contractor must pay interest of

1½ percent per month or any part of a month to the subcontractor on any undisputed amount not

paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid

balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor

shall pay the actual penalty due to the subcontractor.

Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina

obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to

Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of

Revenue for approval.

The form is used to receive certification from the state that the vendor has complied with the

requirement to withhold and remit state withholding taxes for employee salaries paid.

D.

Final Payment. Upon final completion of the Work, City shall pay the remainder of the Contract Price as

recommended by City.

5.

COMPLETION DATE.

6.

A.

B.

C.

D.

E.

The Work must be completed and ready for final payment by December 31, 2029.

CONTRACTOR’S REPRESENTATIONS.

Contractor has examined and carefully studied the Contract Documents and other related data identified in

the Contract Documents.

Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site

conditions that may affect cost, progress, and performance of the Work.

Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may

affect cost, progress, and performance of the Work.

Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or

contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface

structures at or contiguous to the Site (except Underground Facilities) which have been identified in the

General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the

Site.

Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or

supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions

(surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost,

progress, or performance of the Work or which relate to any aspect of the means, methods, techniques,

sequences, and procedures of construction to be employed by Contractor, including any specific means,

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methods, techniques, sequences, and procedures of construction expressly required by the Bidding

Documents, and safety precautions and programs incident thereto.

Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or

data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and

in accordance with the other terms and conditions of the Contract Documents.

Contractor is aware of the general nature of work to be performed by City and others at the Site that relates

to the Work as indicated in the Contract Documents.

Contractor has correlated the information known to Contractor, information and observations obtained from

visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations,

investigations, explorations, tests, studies, and data with the Contract Documents.

Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor

has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to

Contractor.

The Contract Documents are generally sufficient to indicate and convey understanding of all terms and

conditions for performance and furnishing of the Work.

F.

G.

H.

I.

J.

K.

Subcontracts:

(1)

(2)

(3)

(4)

Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the

executed Contract Documents, submit in writing to the City the names of the subcontractors

proposed for the work. Subcontractors may not be changed except at the request or with the

consent of the City.

The Contractor is responsible to the City for the acts and omissions of the Contractor's

subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is

responsible for the acts and omissions of the Contractor's employees.

The Contract Documents shall not be construed as creating any contractual relation between the

City and any subcontractor.

The Contractor shall bind every subcontractor by the terms of the Contract Documents.

WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the bid

shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held

responsible for any and all defects in workmanship, materials, and equipment which may develop in any

part of the contracted service, and upon proper notification by the City shall immediately replace, without

cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with

the bid specifications.

INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third

parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for

any cost of reasonable attorney’s fees it may incur as a result of any such claims.

MISCELLANEOUS.

Terms used in this Agreement have the meanings stated in the General Conditions.

City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the

other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants,

agreements, and obligations contained in the Contract Documents.

Any provision or part of the Contract Documents held to be void or unenforceable under any Law or

Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding

upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such

7.

8.

9.

A.

B.

C.

1/2015

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stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to

expressing the intention of the stricken provisions.

D.

Data Practices/Records.

(1)

All data created, collected, received, maintained or disseminated for any purpose in the course of

this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13,

any other applicable state statute, or any state rules adopted to implement the act, as well as

federal regulations on data privacy.

(2)

All books, records, documents and accounting procedures and practices to the Contractor and its

subcontractors, if any, relative to this Contract are subject to examination by the City.

Copyright/Patent. Contractor shall defend actions or claims charging infringement of any copyright or

patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall

hold harmless the City from loss or damage resulting there from. If the equipment provided by the

Contractor pursuant to this Agreement contains software, including that which the manufacturer may have

embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software

licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following

cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software

license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing

to use the software.

Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Agreement

without the prior written consent of the other party, and then only upon such terms and conditions as both

parties may agree to and set forth in writing.

Waiver. In the particular event that either party shall at any time or times waive any breach of this

Agreement by the other, such waiver shall not constitute a waiver of any other or any succeeding breach

of this Agreement by either party, whether of the same or any other covenant, condition or obligation.

Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Agreement. In

the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for

Hennepin County.

Severability. If any provision, term or condition of this Agreement is found to be or becomes unenforceable

or invalid, it shall not affect the remaining provisions, terms and conditions of this Agreement, unless such

invalid or unenforceable provision, term or condition renders this Agreement impossible to perform. Such

remaining terms and conditions of the Agreement shall continue in full force and effect and shall continue

to operate as the parties’ entire agreement.

Entire Agreement. This Agreement represents the entire agreement of the parties and is a final, complete

and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s),

understandings or written or verbal representations made between the parties with respect thereto.

Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and

licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the

construction and completion of the Project. The City will obtain all necessary rights-of-way and easements.

The Contractor shall not be entitled to any additional compensation for any construction delay resulting

from the City’s not timely obtaining rights-of-way or easements.

If the work is delayed or the sequencing of work is altered because of the action or inaction of the City, the

Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other

compensation.

E.

F.

G.

H.

I.

J.

K.

L.

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M.

Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City

that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance

with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3.

CITY OF EDINA

CONTRACTOR

BY: ____________________________

James B. Hovland, Its Mayor

BY: ____________________________

Its

AND ___________________________

Scott H. Neal, Its City Manager

AND ___________________________

Its

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d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.7

Item Type: Report & Recommendation

Item Activity: Approve

Prepared By: Joseph Abood, General Manager Braemar

Golf Course

Department: Parks & Recreation

Item Title:

Approve Marketing Agreement with 2nd Swing for Braemar Golf Dome

Action Requested:

Approve Marketing Agreement with 2nd Swing for Braemar Golf Dome

Information/Background:

The Braemar Golf Operation and 2nd Swing propose to enter into a seven (7) year Marketing

Agreement. 2nd Swing has agreed to pay the entirety of the Golf Dome Putting Green reconstruction

and upgrades in return for the proposed advertising agreement. The existing practice green within

the Braemar Golf Dome has reached its useful lifespan and needs to be replaced. The City Council

previously approved the purchase request for the practice green reconstruction and the practice

green technology at the October 7, 2025 regular meeting.

Resources/Financial Impacts:

• Budget – 2nd Swing has agreed to pay the entirety of the Golf Dome Putting Green

reconstruction and upgrades in return for the proposed advertising agreement.

• Implementation – City of Edina approved contractors will construct the new putting green

and technology updates.

• Operation – Golf Dome staff will monitor the new amenity.

Relationship to City Policies:

In 2014, Edina City Council approved a plan to offer a premier golfing experience that produces a

financially self-sufficient Golf Enterprise. Included in this plan was an improvement goal to invest in

improvements at Braemar Golf and to improve customer service.

The Golf Dome has deservedly achieved a reputation for having premier practice facilities. The

replacement of the Golf Dome practice green is required to maintain that designation. The

Marketing Agreement with 2nd Swing will assist in funding these improvements.

Budget Pillar:

Reliable Service

Page 35 of 202

Values Impact:

Stewardship

Due to the popularity of the TopTracer Technology within the Golf

Dome and its corresponding extended wait times for hitting bays, the

additional amenity will enhance the customer experience during high

volume times.

Engagement

Braemar Golf Operations periodically surveys its patrons. One of the

items that our customers have noted as an area of improvement is the

practice green at the Golf Dome.

Supporting Documentation:

1.

Braemar Golf Dome 2nd Swing Marketing Agreement

Page 36 of 202

AGREEMENT REGARDING ADVERTISING:

BRAEMAR GOLF DOME

THIS AGREEMENT is made as of _________, 2025 by and between CITY OF EDINA, a

Minnesota municipal corporation (“City”) and GOLF STIX, INC., a Minnesota corporation

doing business as 2ND SWING GOLF (“2nd Swing”).

Recitals

City wishes to make improvements to the practice putting green at the Braemar Golf

A.

Dome, located at 7420 Braemar Blvd, Edina, MN 55436.

2nd Swing wishes to facilitate the improvements in exchange for advertising rights at the

B.

Braemar Golf Dome.

1.

Construction of Improvements.

Terms

a.

City agrees to retain one or more contractors to design and install the following

improvements at the Braemar Golf Dome:

(1) A new practice putting green, to be located in the northwest corner of the

Braemar Golf Dome. The new green will replace the existing green that

has passed its useful lifespan.

(2) A state-of-the-art PuttView® putting system.

(3) New signage for the new practice area.

b.

City will provide 2nd Swing the opportunity to review and provide comments on

the plans for the improvements and on the solicited proposals from potential

contractors. However, the City will make all final decisions regarding the award

of contract(s), in accordance with applicable City purchasing policies and the

Uniform Municipal Contracting Law, Minnesota Statutes section 471.345.

2.

Advertising Rights. In consideration of 2nd Swing’s payment as required by paragraph 3

below, City agrees to provide 2nd Swing with the following advertising rights, for a

seven-year period commencing November 1, 2025

a.

Dedicated email blast showcasing 2nd Swing partnership and opening of the new

putting area.

b.

2nd Swing logo range balls to be utilized during the Braemar scheduled golf ball

rotation cycle. Selected and agreed upon orders of golf balls placed after this

agreement is signed, and throughout the entirety of the agreement, shall be

ordered with a 2nd Swing logo. Final logo file to be approved by 2nd Swing. 2nd

Swing will be responsible for the logo costs of the selected orders.

237159v2

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Page 37 of 202 c.

d.

e.

f.

g.

h.

i.

j.

2nd Swing will be allowed to photograph and video record content for their

website at the City facility. 2nd Swing will provide all photographers and models.

No patrons of City facilities or City staff or anyone other than 2nd Swing models

shall be filmed or photographed during these photo shoots.

2nd Swing will have the following exclusive advertising rights on the practice

putting green within the Golf Dome.

(1) Inlaid 2nd Swing logo on putting green turf surface.

(2) 2nd Swing branded cups and flags.

(3) 2nd Swing logo located above interior entrance doors to Golf Dome.

(4) 2nd Swing branded directional signage to practice putting green.

(5) 2nd Swing advertising table tents within the golf dome.

BraemarGolfCourse.com website homepage will list 2nd Swing as sponsor with

link to 2nd Swing website. (See mock-up, attached as Exhibit B.)

Dedicated BraemarGolfCourse.com website page describing 2nd Swing practice

putting green.

Display Trade in/Trade Up marketing items at Golf Dome, Championship 18 &

Academy 9 golf shops.

Advertise Trade in/Trade Up program on all Braemar fitting day email blasts. Up

to 50 per year. 2nd Swing to provide Trade in creative.

Advertise Trade in/Trade Up program on all Braemar fitting day registration

forms. 2nd Swing to provide Trade in creative.

Three (3) dedicated annual emails to Braemar database (20,000+) describing 2nd

Swing practice putting green.

3.

Payment. 2nd Swing agrees to pay the City an amount equal to the total costs paid for the

improvements identified at paragraphs 1 through 5 above, including the design consultant

costs and costs paid to the contractor(s) who supply any labor, materials or equipment for

the improvement project, but not including any City administrative or personnel costs.

The estimated cost is set forth below. The final cost will be determined based on actual

costs incurred. Payment is due 30 days after invoice by the City, with supporting

documentation for the actual costs incurred.

Putting Green

PuttView

Signage/Development

Estimated Total

2

$57,500

$32,000

$2,500

$92,000

237159v2

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4.

Counterparts; Electronic Signatures. This Agreement may be executed by any one or

more of the parties in any number of counterparts, each of which shall be deemed to be

an original, but all such counterparts shall together constitute one and the same

instrument. Delivery of an executed counterpart by facsimile or as an attachment to an

electronic mail message in .pdf, .jpeg, or similar electronic format shall be effective as

delivery of a manually executed counterpart. This Agreement may also be executed

through the use of electronic signature, e.g., www.docusign.com/

IN WITNESS of the above, the undersigned parties have executed this Agreement.

[signature pages follow]

237159v2

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City Signature Page

CITY OF EDINA

Attest:

Attest:

James B. Hovland, Mayor

Scott H. Neal, City Manager

237159v2

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Page 40 of 202 Page 41 of 202 Exhibit A

237159v2

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Exhibit B

237159v2

Page 43 of 202

d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.8

Item Type: Report & Recommendation

Item Activity: Approve

Prepared By: Tracy Petersen, Assistant Director Parks

& Recreation

Department: Parks & Recreation

Item Title:

Approve Lease Agreement with Hennepin County for the Edina Art Center

Action Requested:

Approve Lease Agreement with Hennepin County for lease space at Southdale Library for the Edina

Art Center.

Information/Background:

The proposed lease agreement with Hennepin County for a new, permanent space for the Edina Art

Center at Southdale Library marks a critical step for the project. The ability to partner with

Hennepin County provides the city with an opportunity to keep the arts as a core aspect of the

community, foster and celebrate creativity and bring the community and arts together in a fiscally

responsible manner.

The city has had the opportunity to work with and design the art spaces with MSR, the county's

architect, and receive support and guidance from HGA to ensure that the spaces meet the needs of

art for the future. Spaces include: a multipurpose room, gift shop, gallery, two studios, makerspace,

two pottery wheel rooms, a hand building room, glaze bay, indoor kiln room and specialty outdoor

kilns. Shared spaces with the County include a large community room, outdoor terrace and outdoor

education space.

The proposed lease outlines general terms, which include a 20-year lease with renewal term, basic

rent rates, additional rent rate for operating costs, tenant/owner responsibilities, construction plans

and schedule and insurance and indemnification requirements. The lease does not include the

outdoor green space adjacent to the new art center and library. City staff will be working on a

separate Memorandum of Understanding for the shared operational aspects of that space. The

proposed agreement has been reviewed by the city's attorney as well as Hennepin County legal

counsel.

Resources/Financial Impacts:

• Budget – This project will be part of the 2028/2029 budget process. The pending

construction schedule will determine the operational plan for Q4 of 2027 initial operations.

• Implementation – Hennepin County/Hennepin County Library will implement the

construction and operation of the library and tenant space. City of Edina, as a tenant, will

operate the Art Center activities and operations.

• Operation – Hennepin County/Hennepin County Library will operate the building, both

annually maintenance and capital improvement needs. City of Edina will operate the Art

Center activities and operations.

Page 44 of 202

Relationship to City Policies:

This lease agreement moves forward the city's 2024-2025 Budget Work Plan and Budget Pillar of

Strong Foundation: "Develop and adopt a long-term plan for future of the Art Center building and

delivery of art programs."

Supporting Documentation:

1. Edina Art Center Lease with Hennepin County

2. Exhibit C Edina Art Center Lease

Page 45 of 202

Contract No. A2412227

LEASE AGREEMENT

THIS AGREEMENT, is made and entered into by and between the COUNTY OF

HENNEPIN, a public body corporate and politic under the laws of the State of

Minnesota, hereinafter referred to as “COUNTY” and the City of Edina, a municipal

corporation, hereinafter referred to as “TENANT:’

RECITALS

COUNTY intends to construct a new library building located at 7001 York Avenue

South, Edina, Minnesota (“New Southdale Library”). TENANT desires to construct and

lease space within the New Southdale Library to serve as the new location for the Edina

Art Center (“Art Center”). Upon the terms and conditions hereinafter set forth, COUNTY

has agreed to construct such new building and lease space therein to Tenant on the

condition that Tenant enter into this Lease. In consideration of the covenants by and

between the parties, it is hereby agreed as follows:

I.

BASIC DEFINITIONS AND PROVISIONS

The following basic definitions and provisions apply to this Agreement:

1.1 Base Building. The items of construction and those improvements required to

be furnished or performed by COUNTY, at its expense, in accordance with the Project

Plans and the Schedule of Base Building Improvements Versus Tenant Improvements.

1.2 Building. A two-story library building consisting of approximately 67,370

rentable square feet (“RSF”) to be constructed on the Land. The final and exact RSF of

each floor of the Building shall be measured by COUNTY or its designated agent based

on the American National Standard Method of Measuring Floor Area in Office Buildings,

ANSI Z65.1-1996, published by the Building Owners and Managers Association

International (the “BOMA Standards”) as soon as practicable after the construction of

the Building. COUNTY shall notify Tenant in writing of COUNTY’s determination of such

measurements and the calculation of RSF of the Building and each floor thereof

promptly following such measurement, and such measurements shall be confirmed by

COUNTY and TENANT pursuant to the provisions of Sections 1.5 and 1.8 hereof.

1.3 Building Rules and Regulations. The reasonable rules and regulations to be

established by COUNTY on or before the Commencement Date and at that time

attached hereto as Exhibit G, as the same may from time to time be reasonably

amended or supplemented by COUNTY, for the general safety, comfort and

convenience of the owners, occupants and tenants of the Building.

1.4 Commencement Date. The date of Substantial Completion, or other such

date no later than 15 days following the date of Substantial Completion as COUNTY

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and Tenant may mutually agree. COUNTY shall pursue construction of the Project with

due diligence and continuity so as to cause Substantial Completion of the Building to

occur on or around the target date of July 1, 2027. The Commencement Date shall be

established in the Commencement Certificate.

1.5 Commencement Certificate. COUNTY and Tenant agree to execute a

Commencement Certificate for this Lease substantially in the form of Exhibit F attached

hereto within ten (10) business days following Substantial Completion, accomplishing

the following:

(a) Confirming the Commencement Date;

(b) Confirming the size, location and configuration of the Premises and the

Building, and attaching as-built floor plans of the Premises; and

(c) Confirming the RSF of the Premises and the Building, and establishing

Tenant’s pro-rata share of the Building for the purposes of allocating operating costs. All

measurements shall be made based on the BOMA Standards.

(d) Establishing a schedule of annual and monthly Base Rent, by applying the

per square foot rent rates established in Section V herein to the actual final RSF of the

completed Premises.

1.6 Common Areas. All areas, improvements, facilities and equipment from time

to time designated by COUNTY for the common use or benefit of the owner and tenants

of the Building and their officers, partners, directors, employees, licensees, customers,

contractors, and invitees (“Agents”), including, without limitation, entrances and exits,

landscaped areas, exterior lighting, loading areas, pedestrian walkways, sidewalks,

courtyards, concourses, stairs, exterior ramps, exterior utility lines and facilities, lobbies,

elevators and their housing and rooms, common window areas, common walls,

common ceilings, common trash areas, parking areas and the structured parking facility

built to serve the Building.

1.7 Land. The approximately 7.74 acre parcel of land located in Edina, Minnesota

upon which the Project is to be developed, as described on Exhibit A attached hereto.

1.8 Premises. The Premises of the Art Center shall be approximately 15,473

usable square feet (“USF”) consisting of approximately 14,924 USF on the second floor

and 549 USF on the lower level of the Building, as depicted on Exhibit B attached

hereto. The actual final RSF of the Premises shall be confirmed in the Commencement

Certificate.

1.9 Project. The Building, the Building parking facilities, landscaping, all

improvements and all replacements and additions to the Building or the parking area,

now or hereafter standing upon or constructed on or under the Land, and in general

conformity with the Project Plans.

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1.10 Project Architect. Meyer, Scherer & Rockcastle, LTD (dba MSR Design),

which is the architectural firm selected and employed by the COUNTY for architectural

and engineering services for the Project.

1.11 Project Plans. The “Project Plans” shall mean the final working drawings,

plans, and specifications for the construction of the Project shown on Exhibit C attached

hereto, as the same may be modified from time to time with written approval by both

parties.

1.12 Project Schedule. The schedule of dates described in Exhibit E attached

hereto.

1.13 Substantial Completion. The date when the Building is complete, including,

but not limited to, completion of the HVAC systems, plumbing, Common Areas, and the

Tenant Improvements contemplated by the approved Project Plans, so that (i) the

Project Architect has issued a certificate of substantial completion for the Project, (ii) the

City of Edina has issued a temporary or conditional certificate of occupancy for the

Building sufficient to permit Tenant’s occupancy of the entire Premises for the purposes

specified in this Lease, (iii) the parking area is complete and useable, (iv) the only work

remaining to be performed by the COUNTY consists of Punch-List items (as hereinafter

defined), landscaping, or other site work on the Land, and (v) Tenant’s Architect has

approved the Punch List.

1.14 Tenant’s Architect. Hammel, Green, and Abrahamson, (dba, HGA),

Minneapolis, MN, which is the architectural firm selected and employed by the TENANT

for architectural services for the Premise.

1.15 Tenant Improvements. The items of construction and those improvements

required to be furnished or performed by COUNTY for the Premise, to be paid for by

TENANT, in accordance with the Project Plans and the Schedule of Base Building

Improvements Versus Tenant Improvements.

II.

PREMISES

A. Lease of the Premises. In consideration of the agreements contained herein,

COUNTY hereby leases the Premises to Tenant and Tenant leases the Premises from

COUNTY, for the Term and upon the terms and conditions set forth in this Lease.

Tenant shall have the non-exclusive right, together with County and/or other tenants of

the Building and their Agents, to use the Common Areas as an appurtenance to the

Premises.

B. Rentable Square Foot Determination. The RSF of the Premises as set forth in

the Commencement Certificate shall be conclusive for all purposes with respect to this

Lease.

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C. Common Areas. Tenant shall have non-exclusive access to the Common

Areas of the Building. COUNTY has the exclusive right to (i) designate the Common

Areas, (ii) change the designation of any Common Area and otherwise modify the

Common Areas, and (iii) permit special use of the Common Areas, including temporary

exclusive use for special occasions, provided that, any such change by COUNTY in or

to the Common Areas shall not deprive Tenant of access to the Premises, unreasonably

interfere with the use of the Premises, or reduce the RSF of the Premises or the number

of parking spaces provided to Tenant under this Lease. Tenant shall not interfere with

the rights of others to use the Common Areas. All use of the Common Areas shall be

subject to the Building Rules and Regulations”.

III. CONSTRUCTION

A. COUNTY shall at its expense construct the Base Building in a good and workmanlike

manner and in accordance with all applicable federal, state, and local laws, codes and

ordinances, and in compliance with all private restrictions applicable to the Land, and

substantially in accordance with the Project Plans and the Project Schedule.

B. COUNTY shall, at Tenant’s expense, construct the Tenant Improvements in a good

and workmanlike manner and in accordance with all applicable federal, state and local

laws, codes and ordinances, and in compliance with all private restrictions applicable to

the Land, and substantially in accordance with the Project Plans and the Project

Schedule.

C. The general contractor for the Project shall be selected by the COUNTY (the

“General Contractor”).

D. COUNTY acknowledges that Tenant has made its decision to enter into this Lease

based partly on Tenant’s understanding of the Project Plans for the design and

construction of the Project. COUNTY hereby represents and agrees that prior to the

Commencement Date, it will not change the Project Plans without first obtaining

Tenant’s written consent, if such change in the Project Plans would alter (i) the

Premises, (ii) the Common Areas of the Building, (iii) ingress or egress to the Building or

the Premises, or (iv) the configuration of the Building. If Tenant’s consent is required for

any change, COUNTY shall submit changes in the Project Plans to Tenant for its

approval, however, Tenant’s approval shall not to be unreasonably withheld or delayed.

If Tenant does not advise COUNTY in writing of its disapproval of the changes, and a

detailed explanation of the reasons therefore, within ten (10) business days after

Tenant’s receipt of the details of the proposed changes, the same shall be deemed

approved by Tenant in all respects. The Project Schedule shall be modified as

appropriate as a result of such modifications to permit COUNTY reasonable additional

time to complete construction of the Building.

E. COUNTY shall pursue construction of the Project and the Building with due diligence

and continuity so as to cause Substantial Completion of the Project and the Building to

occur on or around the target date of July 1, 2027. Tenant's taking possession of the

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Premises after the Commencement Date shall not relieve COUNTY of its obligation to

correct any patent or latent defects associated with the Building including all Punch-List

items.

F. An as-built set of plans for the Premises shall be furnished to Tenant upon

completion of the Project.

G. On the Commencement Date, COUNTY and Tenant shall inspect the Premise and

prepare a list of all items reasonably necessary to be completed in the Premise which,

in the aggregate, are minor in character and do not materially interfere with Tenant’s

beneficial use and occupancy of the Premises and the Common Areas, (the “Punch-

List”), which Punch-List shall be initialed by a representative of both COUNTY and

Tenant and Tenant’s Architect. COUNTY shall endeavor to complete all Punch-List

items promptly.

H. COUNTY agrees that Tenant and Tenant’s Agents shall have the right, but not the

obligation, to inspect periodically the work being performed on the Premises. Such

Tenant inspections will require advance notice to COUNTY. Tenant agrees that neither

Tenant nor its Agents will interfere with the contractors, subcontractors or Agents of

COUNTY, and Tenant agrees to indemnify and hold COUNTY harmless from any

liability, damage, loss or costs incurred or suffered by COUNTY as a result of Tenant’s

actions on the Premises during construction of the Project.

I. During construction of the Project, COUNTY will provide updates to Tenant monthly

on the status of all general categories of activity on the Project, including notice of

delays or other occurrences of significance regarding the Project.

J. COUNTY and Tenant respectively agree to use good faith efforts to meet the target

date of Substantial Completion of the Project scheduled herein and otherwise to abide

by the Project Schedule.

(i)

K. Pursuant to Section 3(B) above, Tenant shall pay, either directly or by reimbursing

the COUNTY for actual costs incurred, the following costs of designing and constructing

the Premise according to the Project Plans, together the “Tenant Improvement Costs”:

the Tenant Improvements beyond the Base Building, in an amount not to

exceed $7,331,157 unless approved in writing by Tenant;

preparation of design, engineering, and construction documents for the

Tenant Improvements;

purchase and installation of Tenant’s furniture, fixtures, and equipment;

interior design services for the Premises, if applicable.

(iii)

(iv)

(ii)

L. The General Contractor will be the contractor for construction of the Tenant

Improvements. COUNTY shall disburse all payments due in connection with the Tenant

Improvements directly to the Project Architect, General Contractor, and/or to any other

appropriate parties as and when due. COUNTY shall cause all invoices or statements

for labor, materials, fixtures, stored material and equipment constituting the Tenant

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Improvements to be paid in full when due and shall cause the Tenant Improvements to

be completed free of mechanics’ and materialmens’ liens and claims. COUNTY will

periodicially send invoices and supporting documentation to Tenant for reimbursement

of incurred Tenant Improvement Costs. Tenant shall remit reimbursement to COUNTY

within 30 days of receipt of such invoices.

M. COUNTY shall use environmentally friendly and sensitive materials in the

construction of the Building. Tenant and COUNTY will work together to identify and

incorporate into the design and construction of the Building and Premises methods and

systems mutually agreeable to COUNTY and Tenant to achieve Minnesota B3

Standards for Sustainable Design (“B3”) standards.

IV. TERM

The term of this Lease shall be for a period of twenty (20) years from the

Commencement Date (the “Initial Term” and collectively with any “Renewal Term”, as

defined in Section VI, the “Term”).

V. BASE RENT

TENANT agrees to pay COUNTY monthly installments of base rent (“Base

Rent”) commencing on the Commencement Date and continuing thereafter on the first

day of each month of the Term. Payment shall be made payable on the first day of each

month to: Hennepin County Treasurer and sent to the appropriate contact listed in

Section XXV “NOTICES”. If this Lease commences or terminates at any time other than

the first or last day of the month, the rent payment shall be prorated for that month. The

Base Rent Schedule shall be as follows:

Year

Month

1

2

3

4

5

6

7

8

9

10

1 - 12

13 - 24

25 - 36

37 - 48

49 - 60

61 - 72

73 - 84

85 - 96

97 - 108

109 - 120

Annual Base

Rent Rate

(per square foot)

$5.00

$5.25

$5.51

$5.79

$6.08

$6.38

$6.70

$7.04

$7.39

$7.76

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11

12

13

14

15

16

17

18

19

20

121 - 132

133 - 144

145 - 156

157 - 168

169 - 180

181 -192

193 - 204

205 - 216

217 - 228

229 - 240

$8.14

$8.55

$8.98

$9.43

$9.90

$10.39

$10.91

$11.46

$12.03

$12.63

VI. OPTION TO RENEW

Upon no less than two hundred seventy (270) days and no more than seven

hundred thirty (730) days written notice to COUNTY prior to the expiration of the last

year of the Term of this Lease or subsequent Renewal Term, TENANT may renew the

Lease for two (2) additional ten (10) year periods, provided TENANT is not in default

under the terms of this Agreement, (each a “Renewal Term”). The Renewal Term shall

operate under the same terms and conditions as this Lease, provided, however, that

Base Rent may be adjusted to reflect then-current market rates as mutually agreed to

by the parties and this agreement amended to depict the new rates, if any.

VII. ADDITIONAL RENT – OPERATING COSTS

A. Commencing on the Commencement Date and continuing on the first day of

each month thereafter throughout the term of this Lease, as the same may be

extended pursuant to Section IV, TENANT must pay to COUNTY, at the

address established for notices pursuant to Section XXV, one twelfth of

COUNTY’S most current estimate of TENANT’S pro rata share of annual

“Operating Costs”, as defined in Section VII.C (“Additional Rent”). Subject to

TENANT’S receipt of a rent invoice for the applicable month, TENANT agrees

to pay Additional Rent to COUNTY when and as due. TENANT agrees that

TENANT’S covenant to pay Additional Rent to COUNTY without abatement,

setoff or deduction, except as may be expressly set forth in this Lease. If the

Commencement Date is a day other than the first day of a month or if the

Expiration Date or the date upon which the Lease terminates is a day other

than the last day of a month, the Additional Rent due from TENANT to

COUNTY pursuant to this Section VII shall be prorated on a per diem basis

for the month in which the Commencement Date, Expiration Date or

termination occurs.

B. COUNTY’S current estimate of “Operating Costs” for the estimated first year

of 2027 is $8.00 per RSF. Preceding each calendar year, or portion thereof,

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COUNTY shall notify TENANT, of adjustments to COUNTY’S estimate of

annual Operating Costs and TENANT’S pro rata share of annual Operating

Costs for the upcoming calendar year. All notices from COUNTY to TENANT

concerning increases or decreases of COUNTY’S estimated Operating Costs

shall be sent to TENANT at the address shown in Section XXV of this Lease.

Provided that TENANT has received COUNTY’S Rent Invoice not less than

seventeen (17) days prior to the first day of the first month following

COUNTY’S notice of estimated Operating Costs, TENANT must adjust the

amount of its monthly Additional Rent payment pursuant to Section VII.A to

conform to the COUNTY’S current estimate of TENANT’S pro rata share of

Operating Costs effective as of the first day of the first month following the

effective date of COUNTY’S notice to TENANT of COUNTY’S adjustment of

the COUNTY’S estimate of annual Operating Costs. In the event that

TENANT receives COUNTY’S Rent Invoice less than seventeen (17) days

prior to beginning of a month, TENANT must adjust the amount of its monthly

Additional Rent payment effective as of the first day of the second month

following the effective date of COUNTY’S notice to TENANT, or such later

date as set forth in COUNTY’S notice. Within a reasonable time after the

expiration of each calendar year, COUNTY must provide TENANT with a

written statement of actual Operating Costs and TENANT’S pro rata share of

the actual Operating Costs for the preceding calendar year. If TENANT’S pro

rata share of the actual Operating Costs for the preceding calendar year is

more or less than the amount of Additional Rent TENANT paid in the

preceding calendar year, COUNTY’S written statement must state the amount

of the credit due from COUNTY to TENANT for any overpayment of

Operating Costs or the Amount of the Additional Rent TENANT owes to

COUNTY for any underpayment of Operating Costs. TENANT shall pay any

amounts due to COUNTY pursuant to this Section VII.B within thirty (30) days

of receipt of COUNTY’S written statement.

C. The term “Operating Costs” as used herein shall mean all expenses and

costs (but not specific costs which are separately billed to and paid by specific

tenant) COUNTY incurs in connection with the repair, replacement,

maintenance and operation of the Building and all equipment, improvements,

sidewalks, skyways and driveways located on or within or serving the

Building, including but not limited to:

1. Wages, salaries, and related expenses of all on-site employees

engaged in the operation, maintenance and security of the Building.

2. The cost of all supplies and materials used in the operation and

maintenance of the Building.

3. The cost of utilities, including water and power, heating, steam,

lighting, air conditioning, ventilation and chilled water for the non-

exclusive Common Areas of the Building.

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4. The amounts due under any maintenance or service agreements for

the Building and the equipment therein, and administrative costs for

services which are directly connected to the operation of the Premises.

5. The costs of all insurance COUNTY maintains with respect to the

Property, including, but not limited to, fire casualty and liability

insurance applicable to the Building.

6. Any and all costs COUNTY incurs in connection with the maintenance

of the Common Areas and any costs related to public areas of the

Building, including but not limited to all sidewalks, landscaping, drives,

parking and service areas.

7. All taxes, special assessments or similar changes, ordinary and

extraordinary, unforeseen as well as foreseen, of any kind which are

due and payable with respect to the Building, COUNTY’S operations in

and on the Building or the rent provided for in this Lease.

8. The costs of Building security services.

9. Janitorial and cleaning for the Common Areas of the Building.

10. Amounts due under any agreements for management of the Building

provided that such costs, together with administrative costs for

services directly connected to the Building, do not exceed three

percent (3%) of the annual gross rent paid excluding the administrative

and management costs themselves.

11. The cost of any capital improvements made to the Building subsequent

to the date of the Lease that are intended to reduce Operating Costs or

limit increases therein.

D. The term “Operating Costs” shall not include capital improvements to the

Building (except as described in Section VII.C.11); structural repairs or

replacements occasioned by insured casualties as required herein; expenses

incurred in leasing or procuring tenants, commissions, advertising expenses,

expenses for renovating space for new tenants; legal expenses incurred in

enforcing the terms of any other lease; interests or principal payments on any

mortgage or other indebtedness of COUNTY; appreciation allowance or

expense of any income tax, estate tax, inheritance tax, succession tax, capital

levy, capital stock, or transfer tax. Pursuant to Minnesota Statues, Section

16C.05, subdivision 5, COUNTY agrees that TENANT, the State Auditor,

Legislative Auditor, or any of their duly authorized representatives, at any time

during normal business hours and as often as they may reasonably deem

necessary, shall have the right to examine COUNTY’S accounting procedures

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and practices that are relevant to this Lease, and to examine, audit, excerpt

or transcribe any of COUNTY’S books, documents, papers, records, etc., that

are relevant to this Lease, during the term of this Lease and for six (6) years

after termination or cancellation of this Lease.

E. Any expense which is wholly allocable to the sole benefit of TENANT shall be

wholly allocated to TENANT and not prorated among other tenants or Building users

and shall be payable by TENANT to COUNTY as Additional Rent.

VIII. TENANT’S RESPONSIBILITIES

A. TENANT is permitted to install, at its sole expense, furniture, fixtures, and

equipment on the Premises on or following the Commencement Date. Any material

changes in fixtures or equipment installed by TENANT within the Premises subsequent

to the Commencement Date are subject to COUNTY’S prior written consent, which shall

not be unreasonably withheld.

B. TENANT agrees to permit COUNTY, its officers, agents, employees, and

contractors to enter the Premises at all reasonable times to view or to show the

Premises to parties wishing to purchase or make repairs, alterations, or improvements

to the Building or the Premises, and insert tools, appliances, or other materials as they

may deem necessary for the purpose of making repairs, alterations, and improvements,

and there shall be no diminution of rent by TENANT nor liability on the part of COUNTY

by reason of inconvenience, annoyance, or injury to business.

C. TENANT will not make alterations, do any remodeling or redecoration of or

addition/installations to the Premises without the prior written approval of COUNTY; and

all alterations, additions, or improvements which may be made by either TENANT or

COUNTY upon the Premises, except movable furnishings and equipment owned by

TENANT, shall be the property of COUNTY, unless otherwise permitted in writing by

COUNTY, and shall remain upon and be surrendered with the Premises at the

termination of this Lease or any extension of it. TENANT is responsible for the

installation of its own telephone, internet, communications, and fax equipment and lines

and related monthly or periodic costs.

D. TENANT will not permit any mechanic’s, laborer’s or materialmen’s liens to

stand against the Premises, Building, or Property, for any labor or material furnished to

or for the account of TENANT, or claimed to have been so furnished in connection with

any work performed or claimed to have been performed, on or about the Premises. If a

lien is filed, TENANT shall, within 24 hours of receipt of notice of lien, give notice of the

lien to COUNTY; TENANT shall, within 10 days of receiving notice of the lien, make

payment of the amount owing to the lien claimant. However, TENANT may contest the

lien, in good faith, provided that within the 10-day period TENANT provides COUNTY

with a surety bond issued by a company acceptable by COUNTY, protecting against the

lien in an amount of at least one and one-half (1 ½) times the amount claimed as a lien.

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TENANT’S failure to discharge the lien, or, if contested, to provide a bond shall

constitute a default under this Lease. In addition to any right or remedy of COUNTY,

COUNTY may, at its option, discharge the lien of record by paying the amount claimed

to be due, and TENANT shall reimburse COUNTY for the lien amount and all costs and

expenses incurred by COUNTY, including reasonable attorney’s fees, related to

discharging the lien, which sum shall be due and payable by TENANT as additional rent

on the date of its next payment.

E. TENANT shall promptly pay to COUNTY, upon request, an amount equal to

any cost incurred by COUNTY in repairing the Premises or public areas in the Building

or Property where such repairs were made necessary by the negligence of or misuse by

TENANT, its agents, employees, customers, officers, licensees, or invitees.

F. TENANT, at TENANT’S sole cost and expense, shall pay when due the cost

of all utilities used in the Premises, all of which shall either be separately metered and

billed directly to TENANT by the respective utility companies, or billed to TENANT by

COUNTY as follows:

a. The cost of domestic water service for the Premises shall be billed directly

to TENANT by the domestic water service provider.

b. The cost of sanitary sewer service for the Building shall be billed to

COUNTY by the sanitary sewer service provider. COUNTY shall bill to

TENANT and TENANT shall pay when due to COUNTY the cost of

sanitary service to the Premises based on the actual proportion of

domestic water consumed.

c. The cost of storm sewer service for the Building shall be billed to

COUNTY by the storm sewer service provider. COUNTY shall bill to

TENANT and TENANT shall pay when due to COUNTY the cost of storm

sewer service based on TENANT’s pro rata share of the Building.

d. The cost of natural gas for the Premises shall be billed directly to TENANT

by the natural gas provider.

e. The cost of electricity for the Premises shall be billed directly to TENANT

by the electricity provider when possible. The cost of electricity attributable

to the Premises which is not directly billed to TENANT by the electricity

provider, including by way of example electricity used by the Building

ground source heat pump system, shall be billed to TENANT by COUNTY

based on actual consumption as measured by private submeters.

G. TENANT, at TENANT’S sole cost and expense, shall be responsible for the

contracting of janitorial services and payment of those services and janitorial supplies

for the Premises. However, TENANT and COUNTY may mutually agree to coordinate

janitorial services, or to procure services from the same vendor.

G. TENANT shall be responsible for the repair and replacement of plate glass,

glass doors, and windows of the Premises.

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H. TENANT shall be responsible for the repair and replacement of appliances,

equipment, or mechanical systems which exclusively serve the Premises.

IX. TAXES AND ASSESSMENTS

A. TENANT shall pay, before delinquency, all real property taxes or similar

charges or impositions of any kind assessed in lieu of real property taxes, extraordinary

or ordinary, unforeseen as well as foreseen, which are attributable to the occupancy,

activities, or operations of TENANT in the Building.

B. TENANT shall pay, before delinquency, its pro rata share of any special

assessments or charges of any kind imposed during the term of this Lease against the

Building or COUNTY for local improvements or municipal services. TENANT’S pro rata

share shall be that proportion of any assessments or charges which the total number of

square feet of floor space of the Premises bear to the total number of square feet of

floor space in the Building, provided that, at COUNTY’S option, COUNTY may pay all or

any part of any amount of the special assessment charges, and to the extent of that

payment, TENANT shall be relieved of the payment obligation.

C. TENANT shall pay, before delinquency, all municipal, county, state, or federal

taxes that might be assessed during the term of this Lease against personal property of

any kind, owned by and placed in, upon, or about the Premises.

D. TENANT shall have the right to contest or review by legal proceeding, or in

another manner as it may deem suitable (which, if instituted, TENANT shall conduct

promptly at its own expense, and free of any expense to COUNTY) any tax,

assessment, or other governmental imposition or charge as discussed in this Lease.

TENANT may defer payment of a contested item upon condition that, in instituting any

such proceeding, TENANT hereby agrees to defend and hold COUNTY, its officers, and

employees harmless from any and all claims, costs, or fees arising, directly or indirectly,

from the failure of TENANT to pay any tax, assessment, charge, or imposition, including

any interest, fine, or penalty. TENANT, however, shall promptly pay the contested item,

if, at any time, the Premises or any part shall be in danger of being sold, forfeited, or

otherwise lost. The legal proceeding referred to shall include an appropriate proceeding

to review tax assessments and appeals from any related judgment, decree, or order, but

the proceeding shall be begun as soon as possible after receipt by TENANT of the

appropriate governmental unit, and shall be prosecuted to final adjudication with

dispatch.

E. Nothing contained in this Lease shall be construed to require TENANT to pay

any income or profit tax or capital levy that is or may be imposed upon COUNTY,

provided, however, that in any case where a tax may be imposed upon income arising

from the rent for the use or occupancy of the Premises in lieu or as a substitute, in

whole or in part, for a tax, assessment, or other governmental imposition or charge with

respect to the Premises, TENANT shall pay the same.

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X. COUNTY’S RESPONSIBILITIES

A. COUNTY shall provide adequate heat, ventilation, air conditioning, electricity,

toilet facilities, trash removal, maintenance and janitorial services for all Common Areas

of the Building; however, it is agreed that COUNTY does not warrant that any utilities or

services will be free from interruption. Interruption of utilities or service shall never be

deemed an eviction or disturbance of TENANT’S use and possession of the Premises

or render COUNTY liable to TENANT for damage or relieve TENANT from performance

of TENANT’S obligations under this Lease.

B. COUNTY shall be responsible for structural and exterior maintenance of the

Building and Common Areas.

C. COUNTY shall be responsible for the exterior window washing of the Building

including the exterior windows of the Premises. TENANT will be responsible for the

interior window washing of the Premises.

D. COUNTY shall be responsible for liability insurance, property and fire

insurance, and extended coverage insurance for the Building.

E. COUNTY shall provide custodial and janitorial services for the Common

Areas.

XI.SURRENDER OF PREMISES

TENANT shall, at any time on or before expiration or termination of this Lease

and at its expense, remove TENANT’S personal property, equipment, trade fixtures,

drapes and furnishings, and that of all persons claiming right of possession of same

under TENANT, and TENANT shall at the expiration or termination of this Lease quit

and deliver up the Premises to COUNTY peaceable and quietly in as good order and

condition as they were in on the commencement date of this Lease or were thereafter

placed by COUNTY, reasonable wear and tear excepted. Any property left in the

Leases Premises thirty (30) days after the expiration or termination of this Lease may

be disposed of by COUNTY as COUNTY deems expedient. TENANT shall thereupon

promptly reimburse COUNTY for all expenses incurred by it in such disposal.

XII. TENANT LIABILITY, INDEMNIFICATION, AND INSURANCE

A. TENANT agrees to defend, indemnify, and hold harmless the COUNTY, its

officials, officers, agents, volunteers and employees from any liability, claims, causes of

action, judgments, damages, losses, costs, or expenses, including reasonable

attorney’s fees, resulting directly or indirectly from any act or omission of TENANT, its

subcontractors, anyone directly or indirectly employed by them, and/or anyone for

whose acts and/or omissions they may be liable in the performance of this Lease, and

against all loss by reason of the failure of TENANT to perform fully, in any respect, all

obligations under this Lease.

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Nothing herein shall be deemed a waiver of the limitations on liability set forth in

Minnesota Statutes §§ 466.02 and 466.04, or other applicable law, such limitations on

liability being expressly reserved herein.

B. In order to protect itself and those listed above under the indemnification

provisions, TENANT agrees at all times during the term of this Lease, and beyond such

term when so requested, to keep in force the following insurance coverages:

Limits

1. Commercial General Liability on an occurrence

Basis with contractual liability coverage:

General Aggregate

Products – Completed Operations Aggregate

Personal and Advertising Injury

Each Occurrence – Combined Bodily Injury

And Property Damage

$2,000,000.00

$2,000,000.00

$1,500,000.00

$1,500,000.00

2. Worker’s Compensation and Employer’s Liability

a. Worker’s Compensation

Statutory

If the contractor is based outside the state

of Minnesota, coverage must apply to

Minnesota laws.

b. Employer’s Liability. Bodily Injury by:

Each accident:

Disease – Policy Limit

Disease – Each Employee

$500,000.00

$500,000.00

$500,000.00

An umbrella or excess liability policy over primary liability insurance coverages is

an acceptable method to provide the required insurance limits. The above establishes

minimum insurance requirements. It is the sole responsibility of TENANT to determine

the need for and to procure additional insurance that may be needed in connection with

this Lease. Copies of insurance policies shall be submitted to COUNTY upon request.

C. TENANT shall not commence work until it has obtained required insurance

and filed with COUNTY a properly executed Certificate of Insurance that clearly

evidences the required insurance coverages. The Certificate shall name Hennepin

County as the certificate holder and as an additional insured for the Commercial

General Liability coverage with respect to operations covered under the Lease. The

certificate should also show that Hennepin County will receive 30 days prior written

Page 59 of 202

notice in the event of cancellation, non-renewal, material change in any described

policies

D. TENANT shall furnish to COUNTY updated Certificates during the term of the

Lease as insurance policies expire. If TENANT fails to furnish proof of insurance

coverages, COUNTY may pursue any right or remedy allowed under the Lease, law,

equity, and/or statute.

E. COUNTY shall not be liable for theft, damage to or loss of property belonging

to or in the possession of TENANT, its officers, agents, employees, contractors,

licensees, or invitees. TENANT shall, at its expense, obtain and keep in force fire and

extended coverage insuring covering TENANT’S personal property, trade fixtures,

furniture, and improvements made by TENANT. The policy is to include a “waiver of

subrogation” clause so long as such clauses are legally enforceable and/or permissible

in Minnesota.

XIII.COUNTY LIABILITY, INDEMNIFICATION, AND INSURANCE

COUNTY shall indemnify and hold harmless TENANT, its officers and employees

A.

from and against liability, loss, damage, costs, and expenses which TENANT or its

employees from and against liability, loss, damage, costs, and expenses which

TENANT or its employees or agents may hereafter sustain, incur, or be required to pay

resulting from the performance of this Lease, provided that any claim, damage, loss, or

expense is:

1. Attributable to personal or bodily injury, sickness, disease, or death or to

injury to or destruction of tangible personal property (other than personal

property covered or coverable by insurance pursuant to Section XII.E. of this

Lease; and

2. Caused solely by any negligent acts or omissions of COUNTY or anyone

directly or indirectly employed by COUNTY or anyone for whose acts

COUNTY may be liable; but excluding any claim, damage, loss or expense

attributable to any criminal acts.

Nothing herein shall be deemed a waiver of the limitations on liability set forth in

Minnesota Statutes §§ 466.02 and 466.04, or other applicable law, such limitations on

liability being expressly reserved herein.

B. In order to protect itself as well as TENANT under the indemnity provision in

this Lease, COUNTY will entertain such claims in an amount not more than Five

Hundred Thousand Dollars ($500,000.00) per claimant for death, bodily injury, personal

injury, property loss and/or damages and One Million Five Hundred Thousand Dollars

($1,500,000.00) for total personal injury, bodily injury, property loss and/or damages

arising from any one occurrence, or limits which may be subsequently established in

Page 60 of 202

Minnesota Statute § 466.04. COUNTY warrants that it is self-insured and is able to

comply with the foregoing indemnification and insurance coverage requirements.

C. COUNTY, at its expense, may procure fire, windstorm, and extended

coverage insurance on the Building. The policy is to include a “waiver of subrogation”

clause so long as such clauses are legally enforceable and/or permissible in Minnesota.

COUNTY and TENANT hereby mutually waive subrogation for damages to property so

long as such waivers are enforceable and/or permissible in Minnesota.

XIV. SIGNS

TENANT shall not permit any signs, lettering, advertisement, notices, donor

recognition, or displays on the windows, doors, walls, or any other surfaces or areas of

the Building, including the outside perimeter of the Premises, except with the prior

written consent of COUNTY, which consent shall not be unreasonably withheld. Any

sign, lettering, advertisement, notice, donor recognition, or display not so approved may

be removed by COUNTY at TENANT’S expense.

XV. ASSIGNMENT OR SUBLEASE BY TENANT

TENANT shall not assign or sublease nor allow occupancy by anyone other than

TENANT’S personnel of any part of the Premises to anyone without first obtaining the

written consent of COUNTY. Consent by COUNTY to one or more assignments of this

Lease or to one or more subleases of the Premises shall not operate as a waiver of

COUNTY’S rights under this clause. No assignment shall release TENANT of any of its

obligations under this Lease nor be construed as a waiver of any of COUNTY’S rights.

COUNTY shall have the right to terminate this Lease if TENANT fails to comply with the

terms of this clause. If TENANT assigns or subleases the space at a rent rate that is

higher than the current rent rate of this Lease, then COUNTY shall receive from

TENANT as additional rent the dollar amount difference between what the Subtenant

pays for rent and the then current rent rate of this Lease.

XVI. COMPLIANCE WITH ORDINANCES, RULES,

AND REGULATIONS: NUISANCE

A. TENANT agrees not to occupy, use, or permit any portion of the

Premises to be occupied or used for any business or purpose which, in the reasonable

judgment of COUNTY, would:

1. Violate any covenant, agreement, term, provision, or condition of this

lease, or is unlawful or disreputable;

2. Impair or interfere in any way with any of the building services or the

proper economic heating, air conditioning, cleaning, or other service of the

Premises or Building or impair or interfere with the use of any of the other

areas of the Building by, or occasion discomfort, inconvenience, or

Page 61 of 202

annoyance to, any of the other tenants of the Building or impair the

appearance of the Building;

3. Be prejudicial to the business of COUNTY, reflect unfavorably on

COUNTY or the Building, or confuse or mislead the public as to any

connection or relationship between COUNTY and TENANT;

4. Violate any condition imposed by the standard fire insurance policy issued

for the Building, or permit anything to be done which would in any way be

deemed to be extra hazardous or to increase the rate of fire insurance

coverage on the Building or its contents.

5. Permit odors to permeate the Common Areas and/or other parts of the

Building.

B. TENANT, its employees, officers, agents, invitees, licensees, and

contractors will comply with the Building Rules and Regulations, and with all laws,

ordinances, and regulations of Federal, State, and local government agencies insofar as

they apply to TENANT’S occupancy of the Premises. TENANT shall observe and

comply with the reasonable rules and regulations adopted by COUNTY from time to

time for the safety, care, and cleanliness of the Premises and the Building and for the

preservation of good order therein.

C. TENANT agrees not to install any vending machines on the Premises

without the prior written consent of COUNTY.

XVII. INDEPENDENT CONTRACTOR

It is agreed that nothing in this Lease is intended or should be construed in any

manner as creating or establishing the relationship of joint ventures between the

parties or as constituting the COUNTY as agent, representative, or employee of

TENANT for any purpose or in any manner whatsoever. TENANT is to be and shall

Remain an independent contractor under this Agreement. Any and all personnel of

TENANT or other persons, while engaged in the performance of any activity under this

Lease, shall have no contractual relationship with COUNTY, and any and all claims that

may or might arise under the worker’s compensation act of the State of Minnesota on

behalf of the personnel or other persons while so engaged, and any and all claims

whatsoever on behalf of any such person or personnel arising out of employment or

alleged employment including without limitation claims of discrimination against

TENANT, its officers, agents, contractors, or employees shall in no way be the

responsibility of COUNTY; and TENANT shall defend, indemnify, and hold COUNTY, its

officers, agents, and employees harmless from any and all such claims, regardless of

any determination of any pertinent tribunal, agency, board, commission, or court. Such

personnel or their persons shall not require or be entitled to any compensation, rights,

or benefits of any kind whatsoever from COUNTY, including, without limitation, tenure

Page 62 of 202

rights, medical and hospital care, sick and vacation leave, worker’s compensation,

disability, severance pay, and P.E.R.A.

XVIII. ASSIGNMENT BY COUNTY

COUNTY shall have the right to transfer and assign all of its right, interest, and

obligations in the Premises and the Building, provided, however, that any transfer or

assignment shall be subject to the provisions of this Lease, whereupon, TENANT shall

continue to comply with the provisions of this Lease. No further liability shall accrue to

COUNTY with the exception of claims previously asserted by TENANT which have not

been resolved.

XIX. CHANGE IN OWNERSHIP

If the ownership of the Premises or the name or address of the party entitled to

rent hereunder shall be changed, TENANT may continue to pay the rent accrued and to

accrue hereunder to the party to whom and in the manner which the last preceding

installment of rent was paid, until receipt of proper notice of the change, and each

payment shall, to the extent thereof, exonerate and discharge the TENANT.

XX. EMINENT DOMAIN

If the Premises are taken for public use under the right of eminent domain, this

Lease shall expire on the date when possession is taken. If a part only of the Premises

is taken for public use under the right of eminent domain, and if the remainder, in the

opinion of TENANT, is not suitable for TENANT’S purpose, TENANT may cancel this

Lease. Damage awards of any kind shall belong solely to COUNTY, except that

TENANT shall be entitled to any award for loss or damage to TENANT’S trade fixtures.

XXI. RESTORATION AND REPAIR

If the Building is damaged by fire, the elements, or any other casualty, COUNTY

shall have the right to terminate this Lease, provided that it gives written notice to

TENANT within ninety (90) days after the damage or destruction. If a portion of the

Premises is damaged by fire or other casualty and this Lease is not terminated,

COUNTY shall restore the Premises, at its expense, to as near as reasonably possible

to the condition which existed immediately prior to the damage or destruction. COUNTY

shall not be responsible to TENANT for damage to or destruction of TENANT’S

furniture, furnishings, equipment, or other personal property in, on, or about the

Premises, unless caused by the negligent or willful acts of COUNTY, its agents or

employees.

XXII. HOLDING OVER

Page 63 of 202

In the event of holding over by TENANT after expiration or termination of this

Lease without written consent of COUNTY, TENANT shall pay as liquidated damages

one and one half (1 ½ ) times the Base Rent and additional rent for operating costs as

defined in Section VII, "Additional Rent - Operating Costs", which TENANT was

obligated to pay for the month immediately preceding the end of term of this Lease. No

holding over by TENANT after the term of this Lease shall operate to extend the term. If

TENANT holds over after the expiration or termination of this Lease without the written

consent of COUNTY, TENANT shall indemnify COUNTY against all claims for damages

by any other tenant to whom county may have leased all or any part of the Premises.

Any holding over with the consent of COUNTY, in writing, shall thereafter constitute this

Lease as a month-to-month lease, subject to all of the provisions, conditions, and

obligations of this Lease that can be applicable to a month-to-month lease.

XXIII. ATTORNEY’S FEES AND COURT COSTS

The prevailing party in a lawsuit for the enforcement of this Lease or any part of

it, or the collection of any rent due or to become due, or the recovery of possession of

the Premises, shall be entitled to reasonable attorney’s fees and court costs upon

application to the county having proper jurisdiction

XXIV. DEFAULT BY TENANT

A. TENANT may be deemed to be in default if rent payments due under this

Lease remain unpaid for fifteen (15) days after written notice from COUNTY; and/or if

TENANT fails to perform other covenants which it is required to perform under the terms

and conditions of this Lease, with the exception of those disputes which must be

resolved by a court of competent jurisdiction, which continue after thirty (30) days

written notice by COUNTY.

B. If any or all of the above conditions occurs, COUNTY may elect to exercise

any of the following remedies at law or in equity:

1. COUNTY may terminate this Lease and by legal process repossess the

Premises and be entitled to recover damages, which may include: (i) the cost

of recovering the Premises; (ii) the unpaid rent owed at the time of

termination, plus interest thereon from the due date; (iii) the balance of the

rent for the remainder of the term less the fair market value of the Premises

for the period; and (iv) any other sum of money as may be determined fair

and equitable under the circumstances by the court having jurisdiction over

the matter.

2. COUNTY may terminate TENANT’S right of possession (but not this

Lease) and may repossess the Premises upon reasonable notice to TENANT

and without terminating this Lease, in which case, COUNTY will make a good

faith effort to relet the Premises for the account of TENANT at comparable

market rental rates and upon comparable terms. For the purpose of reletting,

Page 64 of 202

COUNTY is authorized to restore the Premises to building standard and (i) if

COUNTY fails to relet the Premises or (ii) if the Premises are relet and a

sufficient sum shall not be realized from the reletting after paying the unpaid

rent due under this Lease earned but unpaid at the time of reletting plus

interest in accordance with Minnesota Statutes, the cost of recovering

possession and all of the costs and expenses of repairs, changes, alterations,

and additions by COUNTY and the expense of reletting and collection of the

rent accruing therefrom to satisfy the rent due under this Lease, then

TENANT shall pay to COUNTY, as damages, a sum equal to the amount of

rent reserved in this Lease for such period or shall satisfy and pay any

deficiency upon presentation of a proper invoice for it from time to time, and

TENANT agrees that COUNTY may file suit to recover any sums falling due

under the terms of this clause. Notwithstanding any reletting without

termination, COUNTY may, at any time thereafter, elect to terminate this

Lease for the previous breach.

3. If TENANT’S default can be cured by the expenditure of money, COUNTY

may, but without obligation and without limiting any other remedies which it

may have, cure the default, charge the reasonable cost thereof to TENANT,

and TENANT shall pay the same within thirty (30) days of written demand,

together with interest thereon at the maximum rate allowed by law.

XXV. NOTICES

Any notice or demand, which may or must be given or made by a party, under

The terms of this Lease or any statute or ordinance, shall be in writing and shall be sent

registered or certified mail to the other party addressed as follows:

TO TENANT:

TO COUNTY:

City of Edina

Attn: Parks and Recreation Director

4801 W. 50th St.

Edina, MN 55424

Email Address: pvetter@edinamn.gov

Hennepin County

Real Estate Manager, Facility Services

300 South Sixth Street

Minneapolis, MN 55487

Email Address: realestate@hennepin.us

PAYMENTS TO: Hennepin County Accounts Receivable

300 South Sixth Street

Mail Code 129

Minneapolis, MN 55487

Page 65 of 202

Either party may designate a different addressee or address at any time by giving

written notice thereof as above provided. Any notice delivered by hand shall be deemed

received upon actual delivery.

XXVI. QUIET ENJOYMENT

COUNTY covenants that it is well seized of and has good right to lease the

Premises, will warrant and defend the title thereto and will indemnify against any

damage and expense which TENANT may suffer by reason of any lien, encumbrance,

restriction, or defect in its title to or the description of the Premises. COUNTY further

warrants and covenants that the Premises may be used for the purposes herein

contemplated throughout the term of this Lease and any extension, and TENANT shall

quietly enjoy the Premises for the full term granted and for all extensions provided.

XXVII. NONDISCRIMINATION AND AFFIRMATIVE ACTION POLICY

A. In accordance with COUNTY’S policies against discrimination, TENANT

agrees that it shall not exclude any person from full employment rights or participation

in, or the benefits of, any program, service or activity on the grounds of race, color,

creed, religion, age, sex, disability, marital status, sexual orientation, public assistance

status; and no person who is protected by applicable Federal or State laws against

discrimination shall be otherwise subjected to discrimination.

B. Pursuant to Hennepin County Board Resolution, if this Agreement is for a

sum over $100,000 or is one of several current contracts with said TENANT totaling

more than $100,000, or is amended to exceed $100,000; and said TENANT has not

submitted to COUNTY a current approved Affirmative Action Plan (“AAP”) from another

governmental jurisdiction, then said TENANT shall have a current Affirmative Action

Plan, approved by COUNTY’S Contract Manager, Purchasing and Contract Services

Division, on file at TENANT’S facility. TENANT hereby agrees to keep the AAP current

and available for review by COUNTY’S Contract Manager during the term of this Lease

and any extension thereto. TENANT also agrees to submit an Annual Workforce Report

(Hennepin County Form CC400) to COUNTY’S Contract Manager, Purchasing and

Contract Services Division.

C. TENANT also agrees that COUNTY shall have access to the AAP and the

right to make on-site visits from time to time during normal business hours for the

purpose of determining compliance with the aforementioned requirements. If TENANT

fails to demonstrate good faith efforts to correct identified deficiencies, and/or fails to

submit requested reports or information required by COUNTY, and/or has engaged in

discriminatory practices, COUNTY may consider such action or failure to act a condition

of Default under this Lease and COUNTY may exercise any and all remedies available

to it in law or in equity.

D. TENANT shall not be required to submit evidence of an approved AAP

under the following circumstances:

Page 66 of 202

1. The Lease is a contract with a government entity, a contract under a

cooperative purchasing agreement, a contract where the county is receiving

funds;

2. This Lease is for the occupancy or possession of space in response to

emergency or life safety (threatening) related circumstances;

3. This Lease is with a TENANT who has an average of thirty (30) or fewer

full-time/benefit-earning employees during the twelve (12) months preceding the

execution of this Lease.

XXIII. WAIVER OF COVENANTS

Failure of COUNTY or TENANT to insist, in any one or more instances, upon

strict performance of any term, covenant, or condition of this Lease or to exercise any

option in it shall not be construed as a waiver or a relinquishment for the future of the

term, covenant, condition, or option, but the same shall remain in full force and effect.

The receipt by COUNTY of rents with knowledge of a breach in any of the terms,

covenants, or conditions of this Lease to be kept and performed by TENANT shall not

be deemed to have waived any provision of this Lease unless expressed in writing and

signed by COUNTY and TENANT.

XXIX. RULES AND REGULATIONS

TENANT shall use the Premises and the Common Areas of the Building in

accordance with the terms of this Lease and the Building Rules and Regulations.

TENANT shall use its best efforts to cause TENANT’S customers, employees and

invitees to abide by such rules and regulations.

XXX. PARKING

BUILDING will have approximately one hundred (100) underground public

parking stalls and approximately fifty (50) public surface parking stalls, together referred

to as (“Parking Stalls”). Parking Stalls will be available to the public, including COUNTY

and TENANT staff, on a first come first serve basis with neither COUNTY or TENANT

having priority for the Parking Stalls, provided that COUNTY may reserve certain stalls

for dedicated use by Building staff or employees.

XXXI. MISCELLANEOUS

A. This Lease shall be binding upon and inure to the benefit of COUNTY its

successors and assigns and shall be binding upon and inure to the benefit of TENANT,

and to the extent assignment may be approved by COUNTY, TENANT’S successors or

assigns.

Page 67 of 202

B. If any term or provision of this Lease, with the exception of those terms or

provisions which pertain to the quiet enjoyment and occupancy of the Premises by

TENANT for the intended business purpose, is deemed invalid or unenforceable by any

recognized tribunal, including a certified mediator, arbitrator, or court of competent

jurisdiction, the remainder of this Lease shall be valid and enforceable to the extent

permitted by law.

C. The captions in this Lease are for convenience only and are not part of this

Lease.

D. This Lease is declared to be a Minnesota contract, and all of the terms of the

Lease shall be construed according to the laws of the State of Minnesota.

LIST OF EXHIBITS

Exhibit A - Description of Land

Exhibit B – Depiction of Premises

Exhibit C - Project Plans

Exhibit D - Schedule of Base Building Versus Tenant Improvements

Exhibit E - Project Schedule

Exhibit F - Form of Commencement Certificate

Exhibit G - Building Rules and Regulations

(the remainder of this page left intentionally blank)

Page 68 of 202

TENANT, having signed this Lease, and the Hennepin County Board of

Commissioners having duly approved this Lease and pursuant to such approval, the

proper County officials having signed this Lease, the parties hereto agree to be bound

by the provisions set forth herein.

Reviewed by County Attorney’s Office:

COUNTY OF HENNEPIN

By:_____________________________

Sr. Assistant County Attorney

By:______________________________

Chair of its County Board

Date:___________________________

Date:_______________________________

By:________________________________

County Administrator

Date:_______________________________

RECOMMENDED FOR APPROVAL

By :___________________________

Department Director, Facility Services

Date:___________________________

CITY OF EDINA

By:_____________________________

James B. Hovland, Mayor

Date:

By:_____________________________

Scott H. Neal, City Manager

Date:____________________________

Page 69 of 202 EXHIBIT A

Legal Description of the Land

Street Address: 7001 York Ave S, Edina, MN 55435

Parcel Identification: 3202824210001

Legal Description: Per Certificate of Title No. 461037: All that part of the North Half of

the Northwest Quarter of Section 32, Township 28, Range 24, Lying Northerly of the

Westerly extension of the centerline of West 71st Street according to the plat of Joe

Maurer’s 1st Addition and Easterly of the Southerly extension of a line parallel with and

60 feet Westerly of the Easterly line, as measured at right angles thereto, of Tract L,

Registered Land Survey No. 629.

Page 70 of 202

Exhibit B - Depiction of PremisesPage 71 of 202 Page 72 of 202 Page 73 of 202 EXHIBIT C

Project Plans

<see separate attachment>

Page 74 of 202

EXHIBIT D

Base Building Improvements Versus Tenant Improvements

Scope Item

Division 1

General conditions and staffing costs are allocated

proportionally.

General Requirements

Division 2

Demolition of existing building and site

Salvage of glass from existing building and shipping to

Gilasi for manufacture

Division 3

Concrete foundations and walls for main building

Concrete floor structure and slabs for main building

Concrete pads for mechanical equipment

Concrete topping slabs and geofoam infill at concrete

floors

Concrete foundation and slab for exterior kiln

enclosure

Cement board underlayment at access flooring

throughout building

Division 4

Masonry walls at lower-level parking garage

Division 5

Steel columns, framing, and metal deck for main

building

Metal fabricated stairs and handrails, and guardrails

Cold formed truss structure supporting EAC studio

ceilings

Rooftop equipment screen supports

Steel structure and miscellaneous metals for exterior

kiln enclosure

Division 6

Mass timber structure at level 2

Rough carpentry, backing, and blocking within EAC

areas on level 2

Base Building

Tenant Improvement

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Scope Item

Base Building

Tenant Improvement

Page 75 of 202

Rough carpentry, backing, and blocking at all other

areas

Millwork, countertops, and casework within EAC areas

at level 2

Millwork, countertops, and casework within EAC

workshop at lower level

Reception desk at level 2

Countertop at atrium guardrail on level 2

Millwork and casework at all other areas

Division 7

Damp proofing & waterproofing

Air barriers

Metal panels, fins, girts, and insulation at exterior wall

systems

Entrance canopies and exterior soffit systems

Metal panel walls and roof at exterior kiln enclosure

Metal fins at exterior kiln enclosure

Miscellaneous fire stopping and caulking within EAC

areas

Miscellaneous fire stopping and caulking at all other

areas

Membrane roofing, flashing, and sheet metal

Division 8

Exterior glazing assemblies and glass vestibules

Mechanical louvers and vents at parking garage

Hollow metal framed doors and hardware at exterior

walls and parking garage

Pocket doors at EAC kitchenette and gift shop

Division 9

Demising walls between library and EAC areas

Mechanical and elevator shaft walls in EAC areas

Drywall on perimeter walls within EAC areas

Drywall ceiling framing & finishes with EAC areas

Drywall wall assemblies within EAC areas

Drywall wall and ceiling assemblies at all other areas

Access floor system throughout building

Sealed Concrete underneath access flooring

Cleaning of access floor areas during construction

Floor finishes and base within EAC areas

Wall and ceiling finishes within EAC areas

Acoustic spray foam at EAC areas

Final clean for EAC areas

Floor protection in EAC areas during construction

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Page 76 of 202

Division 10

Demountable glass partitions in demising walls

Demountable glass partitions within EAC areas

Demountable framed doors and hardware in demising

walls

Demountable framed doors and hardware within EAC

areas

Fire extinguishers in EAC areas

Fire extinguishers at all other areas

Door signage for doors within EAC areas

Door signage for all other areas

Wall protection within EAC areas

Wall protection at all other areas

Bathroom accessories within EAC areas

Bathroom accessories and partitions at all other areas

Operable partitions and custom sliding doors

Division 11

Breakroom appliances at EAC kitchenette

Breakroom appliances at library breakroom

Projection screens in community rooms

Division 12

Window shades at exterior windows within EAC areas

Window shades at exterior windows at all other areas

Drapery at EAC studios

Division 14

Elevator system complete and associated operating

costs during construction

Division 21

Fire protection main valve assembly, backflow

preventer, and fire department connection

Sprinkler main piping

Branch piping and sprinkler heads in EAC areas

Branch piping and sprinkler heads in roof structure

over EAC hard lid ceilings

Branch piping and sprinkler heads in all other areas

Division 22

Water main connection and valve assembly

Roof drain systems

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Page 77 of 202

Sanitary sewer connections and waste venting (floor

drains, lavatory drains, water closet waste) for fixtures

within EAC areas

Sanitary sewer connections and waste venting (floor

drains, lavatory drains, water closet waste) for fixtures

at all other areas.

Domestic water supply lines and associated insulation

to plumbing fixtures within EAC areas

Domestic water supply lines and associated insulation

to plumbing fixtures at all other areas

Plumbing equipment for EAC areas:

 Water heater

 Circulation pump

 Sediment trap

 Expansion tank

 Eye-wash stations

 Domestic water disinfection

All other plumbing equipment

Division 23

Darcy Geothermal Well Systems

Mechanical Equipment:

 DOAS 2

 DOAS 3

 MUA-1

 ERV-1

Piping and ductwork downstream from equipment

listed above (serving EAC)

Piping and ductwork upstream from equipment listed

above

Fan coil units and perimeter fan-coil units serving EAC

areas, including all associated piping, insulation,

valves, and sensors.

Ductwork & diffusers serving EAC areas

All other HVAC equipment, piping, valves, sensors,

insulation, diffusers, etc.

HVAC controls for units serving EAC area

All other HVAC controls

Division 26

Electrical service, emergency generator, metering

cabinets

PV solar system and associated infrastructure

EAC main circuit-breaker and feeders supplying it

Feeders and panels downstream of EAC main circuit-

breaker

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Page 78 of 202

Power to HVAC and plumbing equipment supplying

EAC areas

Power to HVAC and plumbing equipment supplying all

other areas

Lighting, lighting controls, and emergency lighting in

EAC areas

Lighting, lighting controls, and emergency lighting at all

other areas

Receptacle and studio equipment power for EAC

areas, including devices

Lightning protection system

Site lighting and EV chargers

Division 27

EAC MDF Buildout & Backbone

Structured cable data drops to EAC areas, including

installation of wireless access points

Audio-visual displays within EAC areas

Public address speakers within EAC areas

All Call System Head-End

Low voltage pathway for above items

All other division 27 items

Division 28

Security cameras within EAC areas

Access control devices at doors into EAC areas

Access control devices at doors within EAC areas

Fire alarm devices within EAC areas

Low voltage pathway for above items

Area of Refuge Call Station

Area of Refuge Head-End

Public safety DAS/ERRC

Intrusion detection system

All other division 28 items

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Page 79 of 202

EXHIBIT E

Project Schedule

Programming and Pre-Design – Q2 2023

County and County Architect to lead, input from Tenant and Tenant’s Architect

for Art Center and Greenspace

Community Engagement – Q3 2023

County and City to coordinate Library and Art Center engagement processes

Schematic Design – Q3 2023 - Q2 2024

County and County Architect to lead

Review and approval by Tenant and Tenant’s Architect for Art Center

Input from City and City Landscape Architect for Greenspace

Sketch Plan Review – Q4 2023

County and County Architect to lead, support from Tenant

Design Development & Construction Drawings – Q3 2024 - Q3 2025

County and County Architect to lead, input from Tenant and Tenant’s Architect

for Art Center and Green Space

Land Use Approvals – Q1 2025

County and County Architect to lead, support from Tenant

Procurement – Q2 - Q3 2025

County and County Construction Manager at Risk to lead.

Demolition and Construction – Q2 2025 – Q2 2027

County, County Architect to lead and County Construction Manager at Risk,

support from Tenant and Tenant’s Architect

Occupancy – Q3 2027

Page 80 of 202

EXHIBIT F

Form of Commencement Certificate

Hennepin County Lease No. A2412227

COMMENCEMENT CERTIFICATE

I.

Final floor plans for the Premises are attached hereto as Exhibit A. The total

RSF of the Premises is_______. In any case when TENANT shall be

charged for Building expenses on a pro rata basis, the following square foot

amounts and percentages shall apply:

Total Rentable Building Square Feet:_________

TENANT Rentable Square Feet:_________

TENANT’S Pro Rata Share: __________

II.

In accordance with Section IV, “TERM” of this Lease Agreement, the

Commencement Date shall be as set forth below:

Commencement Date:

III.

In accordance with Section V, “Base Rent” of this Lease Agreement, the

schedule of Base Rent shall be as set forth below:

Year

Month

Sq. Ft.

Rate

Monthly

Base Rent

Annual Base

Rent

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

$5.00

1 - 12

$5.25

13 - 24

$5.51

25 - 36

$5.79

37 - 48

$6.08

49 - 60

$6.38

61 - 72

$6.70

73 - 84

$7.04

85 - 96

97 - 108

$7.39

109 - 120 $7.76

121 - 132 $8.14

133 - 144 $8.55

145 - 156 $8.98

157 - 168 $9.43

169 - 180 $9.90

181 -192

$10.39

Page 81 of 202

17

18

19

20

193 - 204 $10.91

205 - 216 $11.46

217 - 228 $12.03

229 - 240 $12.63

This Commencement Certificate is hereby acknowledged by TENANT

and COUNTY:

By TENANT:

Date: ______________________

By COUNTY:

Date: _____________________

Page 82 of 202

EXHIBIT G

Building Rules and Regulations

<to be established by COUNTY on or before the Commencement Date>

The Building Rules and Regulations are hereby acknowledged by

TENANT and COUNTY:

By TENANT:

Date: ______________________

By COUNTY:

Date: _____________________

Page 83 of 202

BOULDERS, SEE LANDSCAPE

MONUMENTAL SIGN

BIKE RACKS, SEE LANDSCAPE

WALK-UP BOOK DROP

544' - 11 3/16"

1

______

A192

CONCRETE SITE STAIR AND

HANDRAIL, SEE LANDSCAPE

W 70TH ST

ELECTRICAL TRANSFORMER AND

METERS, PROVIDE METAL SCREEN,

SEE MEP AND LANDSCAPE

SNOW STORAGE AREA SHOWN

HATCHED

S

E

T

B

A

C

K

3

5

'

-

0

"

"

4

/

3

3

-

'

4

7

1

.

A

D

N

A

1

.

1

D

R

G

O

T

I

2

1

1.1

3

WORK POINT A AT

GRID 1.1 AND A.1

A

A.1

PROPERTY LINE

PARKING SETBACK

3

5

'

-

0

"

BUILDING SETBACK

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

PERMEABLE PAVERS

1

2

3

4

DROP OFF

38

EV EV

39

40

41

42

5

66

6

5.1

67

68

7

43

44

45

46

47

48

69

70

71 72

73

74

49

50

51

52

53

54

4

NORTH

ENTRY

DRIVE-UP BOOK DROP

10

9

BEGIN ONE WAY

M

M

F

F

F

M

10.1

10.2

75

76

77

78

SIM

9

______

A193

79

80

81

82

83

55

56

57

58

59

60

61

62

63

64

65

84

85

86

87

LOWER LEVEL PARKING

ENTRY

TRASH ENCLOSURE

88

89

90

91

92

LEVEL 1 FINISH

ELEVATION (873'-0")

SOUTH

ENTRY

4' - 0"

OUTDOOR PATIO

OUTDOOR KILNS

108

107

106

67' - 9"

105

104

103

102

101 100

UPPER

PLAZA

CONCRETE RETAINING

WALL, SEE STRUCTURAL

CONCRETE SITE STAIR AND

HANDRAIL, SEE LANDSCAPE

CONCRETE GABION SEAT

WALL, SEE LANDSCAPE

HOSE BIB

"

- 0

7'

1' - 0"

CHILDREN'S

OUTDOOR SPACE

INFILTRATION BASIN

7

______

A192

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

GENERAL NOTES

1. SITE INFORMATION IN SITE PLAN INCLUDING MECHANICAL, CIVIL, LANDSCAPE AND LIGHTING IS FOR REFERENCE ONLY, REFER TO EACH DRAWING FOR DETAILED INFORMATION

AND NOTIFY ARCHITECT PRIOR TO CONSTRUCTION IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS.

2. REVIEW SURVEY DRAWING AND GEOTECHNICAL REPORT PRIOR TO ANY WORK AND BRING ANY DISCREPANCIES TO ARCHITECT'S ATTENTION.

3. THIS PROJECT UTILIZES GEOTHERMAL ENERGY FOR HEATING AND COOLING AND GEOTHERMAL WELLS REQUIRE SPECIFIC CLEARANCE FROM OTHER INFRASTRUCTURE

INCLUDING MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL SYSTEM. PLEASE COORDINATE MEP AND CIVIL INFRASTRUCTURE BENEATH SURFACE PARKING LOT ON NORTH SIDE

OF SITE TO FINALIZE WELL LOCATIONS.

4. LEVEL 1 ELEVATION IS AT SURVEY ELEVATION OF 873' AND SHOWN AS 100'-0" IN ARCHITECTURE DRAWINGS.

5. REFER TO ROOF PLAN A103 FOR BUILDING ROOF INFORMATION

6. REFER TO LANDSCAPE AND CIVIL DRAWINGS AND NARRATIVE FOR GRADING, PLANTING AND LANDSCAPE FEATURES.

7. GROUND WATER WILL BE UTILIZED FOR MECHANICAL SYSTEM. COORDINATE WELL LOCATIONS WITH OTHER SITE WORK AND NOTIFY ARCHITECT IF THERE ARE ANY CONFLICTS.

8. PROJECT SCOPE INCLUDES WORK BEYOND PROPERTY LINE, UP TO STREET CURBS ON ALL SIDES INCLUDING SIDEWALKS AND PLANTING STRIP, SITE LIGHTING. REFER TO

LANDSCAPE FOR EXACT SCOPE.

PARKING SUMMARY

182 TOTAL SPACES

108 SURFACE PARKING SPACES

74 BELOW GRADE PARKING SPACES

8 ADA SPACES

4 ADA VAN ACCESSIBLE SURFACE PARKING SPACES

4 ADA VAN ACCESSIBLE LOWER LEVEL SPACES

6 EV SPACES

2 PUBLIC EV SURFACE SPACES (1 ACCESSIBLE)

4 STAFF EV SPACES IN LOWER LEVEL

EXISTING SIDEWALK

TO BE REPLACED

SITE SIGNAGE FOR

PARKING ENTRY

OFF-STREET PARKING

ENTRY

NEW SIDEWALK

PERMEABLE PAVERS,

SEE CIVIL + LANDSCAPE

PERMEABLE PAVERS,

SEE CIVIL + LANDSCAPE

P

R

O

P

E

R

T

Y

L

I

N

E

E

V

A

S

E

X

R

E

X

99

98

97

96

95

94

93

35' - 0"

20' - 0"

I

B

U

I

L

D

N

G

S

E

T

B

A

C

K

2

0

'

I

P

A

R

K

N

G

S

E

T

B

A

C

K

WETLAND

ASPHALT SHARED USE PATH,

SEE LANDSCAPE

GRAVEL PATH

INFILTRATION BASIN

SIDE YARD SETBACK

"

0

-

'

0

2

544' - 10 29/32"

5' - 0"

"

0

-

'

0

1

HOSE BIB, SEE PLUMBING

N

8' - 0"

64' - 6"

TO GRID 1.1

10' - 0"

B

PROPOSED NEW SIDEWALK

50' - 0" SETBACK

MECHANICAL WELL WITH

METAL GRATING

GRID 1.1 PARALLEL TO WEST

PROPERTY LINE

C

D

E

F

G

H

E

N

I

L

Y

T

R

E

P

O

R

P

S

E

V

A

K

R

O

Y

HOSE BIB, SEE

PLUMBING

PAD FOR TRAILHEAD KIOSK;

KIOSK N.I.S., SEE LANDSCAPE

SALVAGED FLAG POLE TO BE

INSTALLED BY GC, SEE

LANDSCAPE

BICYCLE RACK, SEE

LANDSCAPE

BOARDWALK, SEE LANDSCAPE

K

C

A

B

T

E

S

G

N

D

L

I

U

B

I

50' - 0"

EXISTING UTILITY BOXES,

SEE CIVIL

EXISTING CROSSWALK

1 SITE PLAN

A001

1" = 30'-0"

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

0

0

:

7

4

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

r

e

y

e

M

t

h

g

i

r

y

p

o

C

3

2

0

2

i

g

n

w

a

r

D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

SITE PLAN

A001

Page 84 of 202

WALL / PARTITION LEGEND

REFER TO DOOR SCHEDULE

EXTERIOR WALL, REFER TO EXTERIOR

WALL TYPE DRAWING FOR WALL

ASSEMBLY AND FINISH

EXTERIOR WALL

REFER TO DOOR SCHEDULE

WALL FINISH -REFER

TO FINISH PLAN

WALL TYPE, REFER TO

PARTITION TYPE DRAWING

INTERIOR PARTITION

"

0

1

-

'

9

2

"

2

/

1

1

-

'

2

1

FLOOR PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR

14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING,

WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP.

2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS

OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION.

3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES.

4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY

ADDITIONAL, APPLIED FINISHES, U.N.O.

UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE

ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER

PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED.

15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS

FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED

FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH

PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION.

16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE

5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL

OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS.

OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O.

6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR

ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O.

17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE

SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS.

18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE

7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR

NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS.

GLAZING TYPES.

8. SEE RCP FOR ROLLER SHADE LOCATIONS.

9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS

UNLESS OTHERWISE NOTED.

10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE

CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS.

11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN

REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION.

12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE

DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O.

13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O.

2

3

4

5

6

7

1.1

10' - 5"

1

37' - 6"

1

______

A251

4' - 0"

1

______

A371

2A

2

______

A371

7

"

0

-

'

1

1

______

A253

ALCW-1

1

0'

-

0

"

3'

-

0

"

1

0'

-

0

"

ALCW-1

7

5'

-

0

1/

4

"

A6

2'

-

0

"

MECHANICAL PLENUM

SPACE, PROVIDE 6" DEEP, 1"

DIA. CRUSHED STONE, TYP.

1

2'

-

6

"

LVR-1

FLOR1A

JANITORIAL

002

2

A202

6

______

A306

1

______

A254

3'

-

0

"

1

2'

-

6

"

002

LVR-1

12

______

A371

3

LVR-1

1' - 0"

7

3'

-

1

0

"

1

0'

-

0

"

2A

4' - 6"

1' - 8 1/2"

5'-0" MIN. CLEAR

7

7'

-

6

"

3'

-

0

"

38' - 6"

2

______

A251

10' - 11"

3

______

A251

1

______

A401

STAIR 1

0S1

A6

003A

"

4

-

'

6

MPOP

004

FLOR1A

A6

1

004

FACILITY

MANAGEMENT

001

FLOR1A

A501

4

ELEV-A

FLOR1A

2

A502

VESTIBULE

003

SUMP

003A

A6

A6

1

A6

FEC-0

"

4

/

3

5

-

'

0

1

001

R

A

E

L

C

"

0

1

006A

F6

005

FLOR1A

MDF

005

3

29

FEC-0

38' - 6"

38' - 6"

38' - 6"

38' - 6"

2' - 6"

12' - 8 3/8"

4

______

A251

"

0

-

'

1

1A

FLOR1A

A201

1

FLOR1A

MECHANICAL

006

FEC-0

20' - 4"

ALIGN WITH CMU MODULE, TYP

3

1

16

______

A371

85' - 0"

PERIMETER TYP

A6

1

"

4

/

3

1

-

'

8

1

2' - 6"

ELECTRICAL

007

12' - 1 1/8"

FLOR1A

3

1

FEC-0

3

1

006B

9

10.1

10

10.2

4' - 0"

1

______

A252

12' - 3"

2

______

A252

3

______

A252

3

______

A405

PROVIDE 8'-0" HIGH FIRE RATED PLYWOOD

ON ALL WALL SURFACES, TYP.

REFER TO ELEC.

3

______

A371

007

A6

1

ELEV-B

A405

8

FEC-0

ELEV CTL

010

010

3' - 11 5/8"

1' - 0"

LOADING

009

FLOR1A

4

______

A308

9

______

A303

OHDR-3

7

______

A602

009A

A.1

1A

2

______

A305

5

______

A308

1

______

A304

1A

4

______

A371

8

______

A371

PROVIDE 8'-0" HIGH FIRE

RATED PLYWOOD ON ALL

WALL SURFACES, TYP.

REFER TO ELEC.

"

4

/

1

2

-

'

1

"

8

/

5

2

-

'

5

"

8

/

3

1

-

'

8

2' - 0"

T3

15

"

2

3

/

7

2

-

'

7

A501

011

16

FLOR1A

A6

EAC ELEC

011

T3

009B

A501

3

3' - 8"

FEC-0

A6

"

2

-

'

2

012

EAC

WORKSHOP

012

FLOR1A

T3

14

"

5

-

'

5

1

1' - 2"

13

A501

7

______

A306

3

______

A305

2A

9

______

A371

4

______

A305

5

______

A305

15' - 7 1/2"

42

COMPACT

2' - 0"

3

3

003

ALIGN

1

12

A501

"

4

-

'

8

"

8

-

'

8

"

5

-

'

1

"

5

-

'

1

"

0

-

'

3

"

0

-

'

7

2

"

3

-

'

1

3

14' - 6 1/4"

28

"

4

/

1

7

-

'

0

1

"

3

-

'

1

27

26

25

COMPACT STALL

24

13' - 6"

1' - 0"

MESH-2

8' TALL, EXTEND

TO WALL, V.I.F.

LVR-1

015B

"

0

-

'

4

Q

E

Q

E

Q

E

Q

E

30

31

32

33

34

35

36

2

A501

37

3

38

39

40

41

5

CONC WHEEL STOPS AT ALL SPACES, TYP.

1' - 5"

8' - 8"

9' - 4"

1' - 5"

1' - 5"

9' - 1"

4' - 4"

TYP.

FLOR1B

FEC-0

13

______

A371

8' - 0"

TYP. COMPACT

9' - 0"

TYP.

INDICATES SLOPING SLAB;

SEE SPOT ELEVATIONS

SLR-3

PARKING

015

"

0

-

'

0

3

REFER TO FINISH

PLAN FOR CONTROL

JOINT LAYOUT

ACTIVE/INACTIVE PAIR,

TYP.; BOTH LEAVES

OPERATE TO 90 DEG;

SEE DOOR SCHED

"FLEET EV CHARGING ONLY"

WHITE PAINT AT STALLS, 11"

FONT, MYRIAD PRO BOLD,

ALIGN BOTTOM WITH GRIDLINE,

CENTER IN STALLS

POST SIGN AT EACH EV STALL,

SEE ELEVATION

61

62

63

64

65

66

67

68

69

70

71

72

73

74

84' - 0"

84' - 0"

A501

8

60

59

58

57

56

55

54

53

52

51

50

49

48

47

"

6

-

'

8

"

6

-

'

8

"

0

-

'

8

"

0

-

'

1

"

0

-

'

0

3

FLOR1B

SLR-3

PROVIDE DIAGONAL CROSSHATCH

MARKINGS AS SHOWN, TYP.

"

0

-

'

5

PROVIDE PARKING STRIPES, REFER TO

CIVIL SPECIFICATION FOR TYPICAL

PAINT TYPE, COLOR AND SPACING TO

COMPLY WITH LOCAL CODE

"

0

-

'

4

2

I

N

A

R

D

H

C

N

E

R

T

43

44

45

CHAIN LINK DOOR BY

MESH-2 INSTALLER, TYP.

FEC-0

FEC-0

CHAIN LINK DOOR BY

MESH-2 INSTALLER, TYP.

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

A501

A501

10

11

CONC CURB

STOPS AT ALL

SPACES, TYP.

TYP, PERIMETER

2

______

A251

3

______

A251

4

2A

2

______

A302

5

4

______

A251

6

7

9

85' - 0"

1

______

A252

1

"

0

-

'

9

1

Q

E

Q

E

Q

E

Q

E

2B

1

3

1

FLOR1B

STAIR 2

0S2

Z-103

2

UP

013

2' - 0"

2B

1

1' - 2"

7' - 8"

-

1

7'

2 1

/8

"

10' - 1"

2B

1

8

______

A306

2A

2

______

A412

3

"

6

-

'

8

27

______

A571

11' - 10"

A501

13' - 9 1/4"

14' - 9"

7

3' - 3"

"

8

/

7

3

-

'

3

SIM

27

______

A571

18' - 0"

11' - 10"

3' - 3"

MESH-1

4' - 0"

FEC-0

6

A501

T3

ELECTRICAL

014

-

1

3'

0 1

/2

"

85' - 0"

FLOR1A

2A

A201

3

T3

014

2B

CISTERN

017

2A

STAFF BIKES

016

R 11' - 0"

6

______

A191

FLOR1A

1' - 2"

86' - 0"

4'

-

5

1/

2

"

R 37' - 0"

2

______

A307

46

COMPACT

MESH-1

11'- 0" TALL

3 BIKE RACKS MATCH

EXTERIOR, SEE 25/L-500

"

0

-

'

4

"

0

-

'

4

"

0

-

'

4

"

5

BLRD-2

016

85' - 0"

9

MESH-1

A501

14' - 6"

TRENCH DRAIN AT

BOTTOM OF RAMP,

SEE PLUMBING

SLOPED 6" CURB

ABV RAMP APRON

PROVIDE MEDIAN LINE AND

LINE 1' OFFSET FROM INSIDE

CURVE TO TOP OF RAMP

1' - 0"

13' - 5"

TO TRENCH DRAIN

28' - 6"

2D

SLR-3

SEE CIVIL FOR RAMP

ELEVATIONS

3

______

A307

-

2

5'

0 1

/2

"

1

2'

-

0

"

5' - 8"

VIF

015A

2' - 0"

75°

STORAGE

015A

1' - 0"

MESH-2

11'-0" TALL

86' - 0"

75°

4

______

A307

2A

SIM

3

______

A371

5

______

A307

86' - 0"

A

A.1

1

______

A305

"

0

-

'

4

"

0

-

'

2

3

B

C

D

E

F

G

H

"

0

-

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0

3

2

______

A253

"

0

-

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0

3

"

0

-

'

0

3

"

0

-

'

8

1

"

0

-

'

4

STORAGE

015B

1

2'

-

6

"

8' - 6"

2A

6

______

A371

2

______

A254

1

______

A307

"

0

-

'

1

SIM

3

______

A371

1

______

A251

3

1.1

1

2

1 LOWER LEVEL

A100

1/8" = 1'-0"

A

B

C

E

F

G

H

D

3

______

A252

10.1

10

2

______

A252

10.2

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LOWER LEVEL

A100

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Page 85 of 202

FLOOR PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR

14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING,

WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP.

2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS

OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION.

3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES.

4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY

ADDITIONAL, APPLIED FINISHES, U.N.O.

UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE

ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER

PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED.

15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS

FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED

FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH

PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION.

16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE

5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL

OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS.

OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O.

6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR

ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O.

17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE

SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS.

18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE

7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR

NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS.

GLAZING TYPES.

8. SEE RCP FOR ROLLER SHADE LOCATIONS.

9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS

UNLESS OTHERWISE NOTED.

10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE

CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS.

11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN

REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION.

12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE

DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O.

13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O.

1.1

1

2

4' - 0"

5' - 5"

3

4

5

6

7

10.1

10

4' - 0"

9

10.2

WALL / PARTITION LEGEND

REFER TO DOOR SCHEDULE

EXTERIOR WALL, REFER TO EXTERIOR

WALL TYPE DRAWING FOR WALL

ASSEMBLY AND FINISH

EXTERIOR WALL

REFER TO DOOR SCHEDULE

WALL FINISH -REFER

TO FINISH PLAN

WALL TYPE, REFER TO

PARTITION TYPE DRAWING

INTERIOR PARTITION

37' - 6"

1

______

A251

PERIMETER FAN COIL UNIT GRILLES HAVE A

CONTINUOUS APPEARANCE AS SHOWN IN PLAN.

INCLUDE EMPTY TRENCH AND MITERED CORNER

GRILLES WHERE SHOWN. SEE MECH FOR THE

QUANTITY AND LOCATION OF ACTIVE UNITS

9

1' - 9"

"

7

-

'

1

W

O

D

N

W

I

.

O

B

.

RL-4

11

A504

"

0

-

'

4

"

2

/

1

0

1

A.1

SIM

OPP

4

______

A372

3"

DATUM LINE

"

0

-

'

1

75°

"

2

/

1

2

-

'

7

2

"

0

-

'

2

3

"

1

1

-

'

3

1

______

A253

1

______

A305

R

L

-

4

ADULT READING AREA

A504

12

BULKHEAD

ABOVE

10"

11 1/2"

"

4

/

3

9

-

'

1

FEC-3

"

4

/

1

1

-

'

2

2

______

A253

A504

10

MECHANICAL PERIMETER

UNIT, PROVIDE

CONTINUOUS GRILLE,

REFER TO MECH, TYP.

PROVIDE NON-ACTIVE

PERIMETER UNIT WITH

GRILLE IN SHADED AREAS,

REFER TO MECH

GRT-1

38' - 6"

2

______

A251

1

______

A151

2

______

A401

6

______

A401

23' - 0 1/4"

STAIR 1

1S1

ELEV-A

F6

BULKHEAD

ABOVE

14

WOMEN

104

4"

104

FEC-1

MEN

106

106

105

2

A502

A502

3

A504

ALIGN

JANITORIAL

105

13

A504

SLDR-2

101A

GLSF-1

1

______

A183

38' - 6"

38' - 6"

5.1

38' - 6"

38' - 6"

A201

1

4

______

A251

1

______

A252

2

______

A252

3

______

A252

3

______

A251

2

______

A184

HIGH @ 12'-0" AFF

1

______

A184

A203

3

"

6

-

'

6

103A

103B

6' - 2"

7' - 6"

VESTIBULE N

103

A6

1' - 6"

A3

BOOK DROP

107

107

A3

2' - 0"

108A

14' - 5 9/16"

CL OF POST

BULKHEAD

ABOVE

2

ALIGN FF

103C

103D

A6

A3

1

A505

3

STAFF

WORKROOM

119

HOLDS

108

15

A504

16

18

A3

1' - 1"

FEC-3

2' - 0"

PRINT

120

SLDR-1

108B

1

______

A182

H6

A

"

4

/

3

6

-

'

4

1

"

4

6

/

1

1

2

-

'

2

1

T

S

O

P

F

O

L

C

"

2

3

/

1

0

-

'

8

T

S

O

P

F

O

L

C

GRAVEL BED AROUND

BUILDING - SEE LANDSCAPE

4

FLOR2A

12' - 10 5/8"

122

2' - 10 1/2"

OFFICE

122

F3

A

14' - 10 1/8"

K6

1

A

13' - 1 7/8"

14' - 7 1/2"

IDF

123

"

2

/

1

2

-

'

0

1

ELECTRICAL

124

B3

B3

OFFICE

125

125

"

4

B3

A

B3

A

F3

A

K6

1

A

B3

A

123

124

12

______

A567

7

______

A571

"

4

/

1

9

-

'

6

"

8

/

7

3

-

'

7

B3

A

K6

1

A

1' - 8 1/4"

1' - 1 5/8"

ALIGN W/

GLULAM ABV

"

1

1

-

'

6

"

1

-

'

8

"

2

/

1

4

46' - 11 7/8"

4

A502

2

______

A551

103.567°

1

______

A571

H6

A

A502

5

SERVICE

DESK

143

10' - 3 29/32"

14' - 7"

13

______

A571

13

______

A567

18

______

A571

126

127

LAYOUT

121

13

A505

12

B3

A

H6

A

A505

14

HUDDLE

126

B3

A

15

A505

FOCUS

127

H6

A

119

3

______

A551

H6

A

2

______

A571

12' - 9"

2' - 6"

4

BOOK DROP

GRAVEL BED AROUND

BUILDING - SEE LANDSCAPE

1' - 10"

7

______

A354

5

______

A373

BLRD-2

3

______

A186

"

0

-

'

1

3

______

A373

1

______

A189

4

______

A252

B3

134A

"

4

7

______

A571

B3

13

______

A567

22

A505

134B

"

4

/

1

8

STAFF

VESTIBULE

134

A405

7

ELEV-B

7' - 10"

CLEAR

16

B3

A

17

A505

F3

"

7

R

A

E

L

C

"

2

/

1

9

-

'

6

"

8

/

7

3

-

'

1

1

"

8

/

7

5

-

'

1

6' - 0"

"

1

-

'

8

B3

A

CONFERENCE

135

EQ

EQ

12

______

A571

"

4

/

1

0

-

'

2

A3

131

A3

"

6

1

/

5

5

-

'

1

E

V

O

B

A

M

A

L

U

L

G

H

T

W

N

G

I

L

A

I

135

11

A505

3

______

A571

SIM

STORAGE

131

B3

A

B3

A

18

21

A505

6 7/8"

F3

1' - 6"

20

17' - 11 1/4"

4

______

A308

BREAKROOM

136

19

A505

4

-

2

1'

4 1

/4

"

2

______

A305

5

______

A308

6

1

______

A304

6

A.1

KNOX-2

OHDR-1

6

143

OHDR-1

144

TRENCH DRAIN SEE CIVIL

6

4 YD

4 YD

2D

8

______

A203

1

______

A374

"

6

-

'

1

T3

2

______

A405

16' - 11"

3' - 6"

8' - 1 7/8"

"

8

-

'

6

136

B6

A

"

2

/

1

0

1

"

4

/

3

1

1

"

4

/

3

0

-

'

2

140

LVR-01

142B

0' - 0 7/8"

3

______

A305

2B

24' - 11 1/2"

2B

4"

5' - 0 1/2"

FM STORAGE

140

R8

1

2D

ALL GENDER

137

"

1

-

'

8

137

3

______

A151

12' - 0 3/4"

H6

A

LOCKERS

141

ALL GENDER

138

WELLNESS

139

138

139

CABINET UNIT

HEATER

T3

H6

A

FEC-3

90°

142A

"

1

-

'

7

R8

1

7

______

A306

15

______

A372

2B

1

2A

STAIR 2

1S2

B3

A503

17

A

18

A503

2

7

______

A372

STUDY

132

132

133

VIRTUAL

CONF

133

" 10"

0

1

-

'

4

1

B3

A

A504

PUBLIC PRINT

AREA

DN

2' - 0"

6' - 0"

1' - 2"

T3

2B

1

4

______

A305

6

______

A305

MEDIAN MARKING

30°

ø 4"

1' - 6"

STAMPED CONCRETE

SURFACE

5

______

A305

35' - 3"

8

______

A306

1

______

A412

BULKHEAD

ABOVE

5

4

A505

6

CIRCULATION

ROOM

130

"

0

1

-

'

3

1

14

______

A571

H6

A

A505

7

8

______

A551

FEC-2

A503

15

VIRTUAL

CONF

128

B3

A

128

16

A503

B3

A

CONFERENCE

129

129

H6

A

H6

A

130

EQ

EQ

B3

A

2

A202

1' - 7"

BACK OF WINDOW

10

FLOOR OPENING ABOVE

D

1

______

A254

6

______

A306

GRT-1

METAL GRATING FOR MECH

R

L

-

4

1' - 7"

B.O. WINDOW

OPEN

LIBRARY

101

4' - 2"

5' - 1"

8' - 3"

8' - 0"

9' - 6"

7' - 3"

5' - 10"

17' - 5"

7' - 10"

"

0

1

-

'

4

"

1

-

'

4

2

"

1

1

-

'

5

1

______

A410

STAIR 3

1' - 5"

1

______

A187

AT 3'-0" AFF

R 1' - 11"

113A

3

______

A571

1

A502

111

112

STUDY

112

A503

14

B3

A

B3

A

A503

1

STORAGE

110

B6

A

110

B3

A

STUDY

111

A503

13

"

1

1

-

'

5

MULTI-PURPOSE

113

1' - 4 1/8"

7' - 2"

5' - 0"

2' - 2"

"

4

/

3

4

-

1'

"

4

/

3

9

-

4'

113B

"

4

-

'

7

"

9

-

'

1

"

2

/

1

3

-

'

9

2

______

A571

SIM

F3

A504

3

F3

F3

A

A

BULKHEAD

ABOVE

B6

A

2

______

A151

116

SIM

12

______

A567

117

2B

1

2A

9

______

A306

FAMILY RR

116

2B

OPEN TO

BELOW

A201

3

B3

A

WELLNESS

117

F3

7

T3

10

A503

8

10

______

A306

A504

4

FEC-2

B6

A

14' - 2 1/2"

"

0

1

"

5

-

'

9

118

9

11

A503

B3

A

12' - 5 1/8"

2

______

A307

F3

12

A503

B6

A

4

______

A571

B6

A

CONFERENCE

118

ALIGN FF

W/GLULAM

ABV, SEE

ELEVATION

5

A504

2

______

A254

2A

FEC-2

1

______

A191

1

______

A307

GRAVEL BED,

SEE LANDSCAPE

105°

"

0

-

'

2

3

______

A372

6"DATUM LINE

STEEL STORM PIPE,

PAINTED PT-3A, REFER

TO PLUMBING

RL-4

"

7

-

'

1

W

O

D

N

W

I

.

O

B

.

MEDIUM

STUDY

109

109

A504

9

A504

7

102D

102C

VESTIBULE S

102

A504

8

102A

102B

1

______

A185

GLASS VESTIBULE AND GLASS CANOPY

"

1

-

'

2

GRAVEL BED - SEE LANDSCAPE

10" DOWNSPOUT

2

______

A191

STUDY

114

114

FEC-2

STUDY

115

115

11

"

0

-

'

2

STEEL STORM PIPE,

PAINTED PT-3A, REFER

TO PLUMBING

2

3

1

______

A251

2

______

A251

4

3

______

A251

5

2

______

A302

6

4

______

A251

7

9

1

______

A252

4

-

L

R

3

______

A307

PERIMETER UNITS, SEE MECH

5"

CHILDREN'S

AREA

A504

6

RL-4

13

______

A372

101B

4

______

A307

12

1' - 7"

B.O. WINDOW

75°

"

7

-

'

1

5

______

A307

PERIMETER FAN COIL UNIT GRILLES HAVE A

CONTINUOUS APPEARANCE AS SHOWN IN PLAN.

INCLUDE EMPTY TRENCH AND MITERED CORNER

GRILLES WHERE SHOWN. SEE MECH FOR THE

QUANTITY AND LOCATION OF ACTIVE UNITS

4

______

A372

10.1

10

2

______

A252

10.2

4

______

A252

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

1 LEVEL 1 FLOOR PLAN

A101.1

1/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LEVEL ONE

A101.1

A

B

C

E

F

G

H

"

0

-

'

0

4

1

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

8

1

"

0

-

'

4

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

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1

2

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3

2

0

2

/

/

:

s

c

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k

s

e

d

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A

M

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4

:

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/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

r

e

y

e

M

t

h

g

i

r

y

p

o

C

3

2

0

2

i

g

n

w

a

r

D

1

______

A253

2

______

A253

1

______

A254

A

B

C

E

F

G

H

D

Page 86 of 202

ACCESS FLOOR PLAN GENERAL NOTES

1. REFER TO G-SERIES TYPES AND SYSTEMS DRAWINGS FOR ACCESS FLOOR TYPES AND FLOOR ASSEMBLIES

6. GENERAL CONTRACTOR SHALL ENSURE SPATIAL COORDINATION OF MECHANICAL, ELECTRICAL, DATA AND FIRE

16. COORDINATE KNEE WALL ELEVATIONS WITH FINAL SELECTION OF AXFL-1 AND AXFL-2 - WHERE ACCESS FLOOR RUNS

2. SPACE BETWEEN RAISED FLOOR AND STRUCTURAL DECK WILL BE USED AS AN HVAC PLENUM. ALL MATERIALS

INSTALLED WITHIN THIS PLENUM MUST BE NON-COMBUSTABLE AND APPROVED FOR INSTALLATION IN AIR PLENUM

SPACE.

3. THE INTEGRITY OF THE AIR PLENUM IS CRITICAL TO PERFORMANCE OF THE HVAC SYSTEM. ALL PENETRATIONS INTO

CAVITY WALLS, SLABS, AND CLT DECKS INCLUDING, BUT NOT LIMITED TO: AIR DUCTS, PLUMBING PIPES, ELECTRICAL

CONDUIT AND VOICE/DATA CABLING MUST BE COMPLETELY AIR-SEALED. SEAMS AND HOLES THAT HAVE BEEN

CREATED FOR OR RESULTING FROM THE WORK PERFORMED BY A SPECIFIC TRADE MUST BE PROPERLY SEALED

WITH FIRE CAULKING BY THAT TRADE. AIR-SEALING SHALL BE PERFORMED PRIOR TO THE FINAL INSTALLATION OF

THE ACCESS FLOOR PANELS.

4. SPECIAL INSPECTIONS MUST BE CONDUCTED BY AN INDEPENDENT QUALITY AUDITOR OR COMMISSIONING AGENT TO

ENSURE THAT PLENUM SEALING WORK IS PERFORMED BY ALL SUBCONTRACTORS IN COMPLIANCE WITH

SPECIFICATIONS AND DRAWINGS. INSPECTION SHALL OCCUR AS WORK PROGRESSES AND WHENEVER POSSIBLE IN

THE PRESENCE OF A REPRESENTATIVE FROM THE GENERAL CONTRACTOR. REPORTS OF INSPECTIONS WILL BE

SUBMITTED TO THE GENERAL CONTRACTOR

1. CLEANLINESS IN THE ACCESS FLOOR PLENUM SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION. ANY DUST

AND DEBRIS SHALL BE CLEANED BEFORE FLOOR FINISH IS INSTALLED OR HVAC SYSTEM IS INITIATED.

2. THE ACCESS FLOOR PLENUM SHALL BE PROTECTED AFTER INSTALLATION. SEE SPECS FOR MORE INFO. ALL JOINTS

SHALL BE TAPED TO PREVENT INTRUSION OF DUST AND DEBRIS.

PROTECTION SYSTEMS WITHIN THE ACCESS FLOOR PRIOR TO INSTALLATION TO ENSURE THAT ALL COMPONENTS FIT

WITHIN THE PLENUM SPACE.

OVER AT KNEE WALLS.

7. MECHANICAL, ELECTRICAL, DATA AND FIRE PROTECTION SYSTEMS SHOWN IN THE ARCHITECTURAL PLANS ARE FOR

REFERENCE AND COORDINATION ONLY. REFER TO DRAWINGS FROM EACH DISCIPLINE FOR FURTHER INFORMATION.

17. REFER TO FINISH PLANS FOR FINISHES OVER ACCESS FLOOR PANEL.

18. ENSURE CONCRETE SEALER IS COMPATIBLE WITH ACCESS FLOOR ADHESIVE.

8. ELECTRICAL FLOOR BOXES, DATA FLOOR BOXES AND HVAC DIFFUSERS SHALL BE CENTERED ON ACCESS FLOOR

19. REFER TO FLOOR PLAN FOR WALL DIMENSIONS.

PANELS, U.N.O.

9. PROVIDE DOUBLE DRAINS WHERE FLOOR DRAIN IS SPECIFIED SUCH AS IN RESTROOM AND POTTERY STUDIOS.

10. ACCESS FLOOR INSTALLER SHALL PERFORM FIELD VERIFICATION PRIOR TO INSTALLATION. CUSTOM PANELS SHALL

BE PROVIDED AT ANY NON-SQUARE CONDITIONS, INCLUDING ALONG THE PERIMETER, IN ORDER TO PROVIDE AIR

TIGHT PLENUM.

11. ACCESS FLOOR PEDESTALS SHALL BE ADJUSTED SUCH THAT FINISH FLOOR ELEVATION IS ALIGNED THROUGHOUT.

THIS INCLUDES COORDINATING BETWEEN PANELS WITH INTEGRATED FINISHES AND PANELS WITH APPLIED

FINISHES.

12. WHERE ACCESS FLOOR PEDESTALS ARE OMITTED DUE TO ADJACENT CONSTRUCTION (E.G. SOME DOOR OPENINGS,

SPANS OVER LARGE DUCTS, ETC.) PROVIDE STEEL ANGLE LEDGE AS SHOWN IN DETAILS, REFER TO STRUCTURAL

FOR SIZE. FIELD VERIFY ALL LOCATIONS AND COORDINATE WITH MECHANICAL SHOP DRAWINGS PRIOR TO

INSTALLING ACCESS FLOOR.

3. ALL WALLS PASSING THROUGH THE ACCESS FLOOR MUST HAVE GYPSUM BOARD EXTENDING COMPLETELY TO THE

13. ALL EQUIPMENT IN ACCESS FLOOR PLENUM SHALL BE PLACED WITHIN CLEAR SPACE OF ACCESS FLOOR PEDESTALS.

SLAB AND BE SEALED AT THE SLAB LINE TO PREVENT AIR LEAKAGE.

4. ALL UNDERFLOOR EQUIPMENT SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR FURNITURE AND

MILLWORK LOCATIONS.

5. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION SEQUENCING FOR EACH COMPONENT WITHIN THE

IF EQUIPMENT DOESN'T FIT IN SPACE BETWEEN PEDESTALS, ACCESS FLOOR CONTRACTOR SHALL BRIDGE

PEDESTALS TO ACCOMMODATE EQUIPMENT USING ACCESS FLOOR MANUFACTURE'S STANDARD BRIDGING DETAIL

14. NEOPRENE GASKET SHALL BE PROVIDED WHERE ACCESS FLOOR PANELS ABUT VERTICAL SURFACES TO MAINTAIN

AIR TIGHTNESS OF ACCESS FLOOR PLENUM.

ACCESS FLOOR TO MINIMIZE DISTURBANCE OF THE AIR PLENUM AND ENSURE PROPER AIR-SEALING.

15. WALLS AND PARTITIONS SHOWN ON THIS PLAN SHALL EXTEND BELOW THE ACCESS FLOOR. ALL OTHER WALLS REST

ON TOP OF ACCESS FLOOR, U.N.O.

WALL / PARTITION LEGEND

REFER TO DOOR SCHEDULE

EXTERIOR WALL, REFER TO EXTERIOR

WALL TYPE DRAWING FOR WALL

ASSEMBLY AND FINISH

EXTERIOR WALL

REFER TO DOOR SCHEDULE

WALL FINISH -REFER

TO FINISH PLAN

WALL TYPE, REFER TO

PARTITION TYPE DRAWING

INTERIOR PARTITION

2

3

4

5

6

7

10

9

1.1

1

4' - 0"

37' - 6"

1

______

A251

5

4

______

A301

5

BREAKROOM

207

FLOR3

OFFICE

208

WORKROOM

209

SIM

F3

F3

A

A

15

______

A564

A6

A

A6

A

FLOR3

38' - 6"

2

______

A251

5

9

______

A564

FLOR4B

TYP AT

FLOOR

DRAINS

B6

WOMEN

212

A3

B6

A

F6

A

FLOR2B

JANITORIAL

213

FLOR5

1

______

A305

1

______

A253

F3

A

SIM

13

______

A564

B6

A

B6

A

SIM

13

______

A564

F3

A

EAC OFFICE

210

F3

A

FLOR4B

MEN

214

F3

A

B6

A

B6

A

1

______

A564

F6

FLOR3

SIM

7

______

A564

B6

A

B6

A

14

______

A564

TYP AT RR

DOORS

ELEV-A

38' - 6"

38' - 6"

38' - 6"

38' - 6"

3

______

A251

5

______

A302

SPACE UNDER ACCESS FLOOR IN

EAC SUITE IS NOT USED AS AIR

PLENUM - TYP

5

4

______

A251

6

______

A303

STUDIO 1

217

FLOR3

OMIT SEALER ON CBD-1 UNDER

ACCESS FLOOR IN EAC SUITE, TYP

STORAGE

218

LOCKERS

219

EAC MDF

215

A6

WIP

221A

CERAMICS 1

221

B6

A

OMIT SEALER ON CBD-1 UNDER

ACCESS FLOOR IN EAC SUITE, TYP

FLOR3

CERAMICS 2

222

B6

A

TYP AT

TRENCH

DRAINS

8

______

A564

1

______

A252

2

______

A252

3

______

A252

10.1

10.2

5

F6

WIP

222A

STORAGE

224

2

______

A305

5

5

______

A308

6

13

______

A364

FLOR5

FLOR5

F6

ELEV-B

F6

FLOR5

A6

OFFICE

220

A6

A

HC IDF

216

FLOR3

A6

6

______

A564

TYP AT

TRENCH

DRAINS

15

______

A564

JANITORIAL

223

F6

A

F6

A

4

______

A308

7

8

______

______

A203

A374

1

______

A304

6

6

6

5

______

______

A374

A374

3

______

A305

H6

A

SIM

13

______

A564

H6

A

B6

A

B3

FLOR3

ACCESS FLOOR

WORK PLANE

14' - 0 5/8"

9

______

A552

FLOR3

OMIT SEALER ON CBD-1 UNDER

ACCESS FLOOR IN EAC SUITE, TYP

8

______

A552

3

______

A564

ALIGN ACCESS FLOOR GRID TO WALL IN E-W DIRECTION

A6

A

6

______

A564

CORRIDOR

245

PROVIDE ACCESS

DOOR FOR MOISTURE

SENSOR ACCESS, TYP

7

______

A564

TYP

AT DOOR

A6

A

FLOR2B

A6

A6

A

OFFICE

211

FLOR2B

A6

5

FLOR2B

STORAGE

204

C6

A6

SIM

13

______

A564

10' - 7"

3' - 1 1/2"

9' - 1"

1' - 11 1/4"

A6

GIFT SHOP

205

A6

"

4

/

3

8

-

'

8

C6

A6

"

1

1

-

'

1

"

4

/

3

9

-

'

4

"

4

/

1

0

-

'

2

ATRIUM

201

FLOR3

C6

A

GALLERY

202

B6

FLOR3

1' - 10 3/8"

A3

A3

A6

A

ALL GENDER

231

B6

A

FLOR4B

CBD-1

ALL GENDER

230

B6

A

STUDIO 2

232

2

______

A551

B6

A

12

______

A552

F3

A

FLOR3

OMIT SEALER ON CBD-1 UNDER

ACCESS FLOOR IN EAC SUITE, TYP

STORAGE

229

F6

A

OPEN BELOW

STUDIO 3

228

CERAMICS 3

227

FLOR5

B6

A

6

______

A564

GLAZE MIX

226A

FLOR3

B6

SPRAY

226B

A3

GLAZE

226

KILN

234

B6

FLOR5

B6

A

FLOR5

4

______

A305

6

______

A305

5

______

A305

8

______

A306

1C

T3

MECH DUCT UNDER

CONCRETE FLOOR

6

______

A564

16

______

A564

WIP

227A

B6

A

B6

B6

A

FLOR3

STAIR 4

2S4

6

______

A564

B6

A

FLOR3

A3

1A

"

0

-

6'

3

______

A302

ROOF-3A

KNEE WALL

FLOOR PANEL GRIDS TO ALIGN

CONTINUOUSLY WITH INTERIOR PAVERS

"

5

-

1'

"

0

-

6'

ROOF-2

ROOF-3A

I

I

L

L

A

W

O

T

D

R

G

R

O

O

L

F

S

S

E

C

C

A

N

G

I

L

A

1' - 10 3/8"

A3

ACCESS FLOOR

WORK PLANE

FLOR3

ALIGN EDGES WITH

FLOOR GRID, TYP.

6

______

A311

2

______

A303

"

0

-

'

2

ROOF-2

3

______

A303

22' - 8"

15' - 10"

12' - 2"

2

______

A251

SCPR-1

SCPR-1

4

3

______

A251

TRIM

SOUTHERNMOST

LINE OF PEDESTALS.

REFER TO

/1 A361

2

______

A302

1"

5

PRIMARY EXTERIOR DRAIN

SCPR-1

SCPR-1

12' - 9"

15' - 3"

SCPR-1

6

4

______

A251

7

INTERNAL DRAIN

SCPR-1

9' - 3"

18' - 9"

SCPR-1

1' - 3"

SCPR-1

1

______

A252

9

I

N

O

T

C

E

R

D

S

N

N

-

I

ALL GENDER

237

B6

A

B6

A

F6

B6

A

FLOR4B

F3

FLOR3

ALL GENDER

236

14

______

A564

B6

B6

A

A

14

______

A564

FLOR4B

B6

A

F6

A

B6

A

F6

A

SIM

T3

13

______

A564

1C

WELLNESS

235

FLOR2B

T3

1C

B6

A

B6

A

F6

B6

A

SIM

13

______

A564

STORAGE

239

A6

B6

A

AV

240

A6

A

A6

A6

A

SIM

13

______

A564

13' - 3"

B6

A

SIM

13

______

A564

"

5

-

1'

T3

2C

2

______

A307

2C

8

______

A375

T3

5

3

______

A307

/

"

8

7

4

-

'

8

B6

A

7

______

A181

COMMUNITY

MEETING

ROOM

238

4

______

A307

5

6

______

A375

5

______

A307

ROOF-3A

ROOF-3B

6

______

A306

5

______

A375

THE LOFT

203

FLOR2B

C6

SIM

13

______

A564

B6

A

C6

"

0

-

3'

"

5

-

1'

2

______

A301

ROOF-3A

SCPR-1

1

______

A307

"

2

-

'

9

1

INTERNAL DRAIN

2

1 LEVEL 2 ACCESS FLOOR PLAN

A102.0

1/8" = 1'-0"

ROOF-3B

ROOF-3A

/

"

8

5

0

-

'

2

"

1

-

'

1

3

1.1

1

1

______

A251

1

______

A253

4

______

A304

4

______

A252

9

______

A306

10

______

A306

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

10.1

10

10.2

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LEVEL TWO ACCESS

FLOOR

A102.0

A

"

0

-

'

4

A.1

"

0

-

'

2

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

0

3

B

C

E

F

"

0

-

'

8

1

G

H

"

0

-

'

4

2

______

A253

D

1

______

A254

2

______

A254

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

4

0

:

8

4

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

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R

&

r

e

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e

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c

S

,

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e

y

e

M

t

h

g

i

r

y

p

o

C

3

2

0

2

i

g

n

w

a

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D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Page 87 of 202

WALL / PARTITION LEGEND

REFER TO DOOR SCHEDULE

EXTERIOR WALL, REFER TO EXTERIOR

WALL TYPE DRAWING FOR WALL

ASSEMBLY AND FINISH

EXTERIOR WALL

REFER TO DOOR SCHEDULE

WALL FINISH -REFER

TO FINISH PLAN

WALL TYPE, REFER TO

PARTITION TYPE DRAWING

INTERIOR PARTITION

5

______

A189

4

______

A252

13

______

A364

6

STORAGE

243

FLOOR PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR

14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING,

WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP.

2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS

OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION.

3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES.

4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY

ADDITIONAL, APPLIED FINISHES, U.N.O.

UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE

ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER

PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED.

15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS

FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED

FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH

PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION.

16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE

5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL

OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS.

OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O.

6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR

ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O.

17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE

SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS.

18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE

7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR

NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS.

GLAZING TYPES.

8. SEE RCP FOR ROLLER SHADE LOCATIONS.

9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS

UNLESS OTHERWISE NOTED.

10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE

CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS.

11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN

REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION.

12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE

DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O.

13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O.

1.1

1

2

4' - 0"

3

4

5

6

7

1

______

A251

37' - 6"

2

______

A251

38' - 6"

3

______

A251

38' - 6"

FLOR3

38' - 6"

4' - 1"

14' - 0"

1' - 11"

1

______

A375

18

TYP.

3

______

A375

TYP.

5

4

______

A375

13

5

13

1

______

A152

5

3

______

A401

17

1' - 11 3/4"

8' - 6"

5

4

______

A375

SIM.

16

3

______

A375

SIM.

4

______

A251

38' - 6"

38' - 6"

1' - 7"

10' - 6"

9' - 2"

8' - 4"

4' - 1"

5' - 1"

A205

A201

1

3

5

13

FIN-1

15

5

14

5

13

5

13

5

"

1

-

'

1

9' - 4 3/8"

13' - 6"

B6

1' - 11 3/4"

"

1

-

'

1

"

6

-

'

1

7' - 1"

5' - 7"

1' - 11"

F2

8' - 7"

8' - 11 1/4"

6' - 8 3/4"

"

1

-

'

1

F6

9"

1' - 0"

A6

7' - 11"

F2

23' - 11"

13' - 7"

9' - 10"

9

10.1

10

1

______

A252

4' - 0"

5' - 5"

10.2

2

______

A252

12' - 3"

2

______

A375

A.1

"

0

-

'

4

19

1'

-

7

1/

2

"

1

______

A305

5

"

0

-

'

6

3

"

1

-

'

1

90°

"

0

-

'

2

BREAKROOM

207

1' - 1"

"

0

1

-

'

1

1

A506

16

F6

A

207

2' - 1"

F3

A

15

______

A572

A0.6

1

______

A253

OFFICE

OFFICE

208

208

A6

A

A6

A

208

17

A506

18

19

EAC OFFICE

210

1

______

A572

"

2

/

1

0

1

-

'

7

WORKROOM

209

"

2

/

1

1

1

-

'

3

F3

A

JANITORIAL

213

213

WOMEN

212

212

2' - 11"

7' - 5 1/4"

6 3/4"

214

F3

A

MEN

214

FEC-3

2

A502

A502

3

H6

A

DPTN-1C

5

B6

A

210

A506

"

1

1

-

'

6

12

______

A572

STAIR 1

2S1

ELEV-A

3

2

A506

4

"

2

-

'

3

2

B6

A

B6

A

R 2' - 0"

GIFT SHOP

205

10

205A205A

A6

TO UNDERSIDE

OF COUNTERTOP

13

A506

11

DPTN-1C

12

A6

RECEPTION

206

ATRIUM

201

13

______

A572

20

10

______

A572

6"

211

"

3

-

'

1

"

5

-

'

3

1

OFFICE

211

A6

A506

20

A6

STORAGE

204

5

21

"

0

1

"

0

1

-

'

3

F6

K6

1

A

A6

221

8

______

A552

10"10"

215

EAC MDF

215

A6

K6

1

A

K6

1

A

K6

1

A

A6

"

1

1

-

'

1

1

A6

8' - 4"

A6

OFFICE

220

HC IDF

216

A6

A

220

216

4

______

A152

232

4"

B6

A

3' - 0"

231

230

A6

ALL GENDER

231

ALL GENDER

230

F3

A

11' - 10"

3' - 0"

STORAGE

STORAGE

229

229

A6

A6

WIP

221A

A6

"

4

/

1

9

-

'

6

"

8

/

7

3

-

'

7

"

8

/

7

0

-

'

9

A6

A

"

0

1

5' - 11"

B6

A

"

4

-

'

2

1

STUDIO 1

217

5

A508

4

STORAGE

218

LOCKERS

219

B6

A

ACTIVE/INACTIVE PAIR,

TYP.; BOTH LEAVES

OPERATE TO 90 DEG;

SEE DOOR SCHED

5

______

A572

DPTN-1C

8' - 6"

2 EQ SPACES

245A

DPTN-1C

1

______

A565

A565

4

B6

A

"

2

-

'

1

"

0

1

"

0

1

-

'

8

"

8

/

7

1

-

'

2

1

7' - 4 3/8"

4

A502

11

A565

2

______

A551

DPTN-1C

CUSTOM MILLWORK

COUNTER SEE RAILING

DRAWINGS

12

______

A552

A6

EQ

EQ

4 3/4"

217

A6

219

218

A6

A

9

______

A552

A6

6

______

A572

A6

A

FEC-3

7

______

A572

5' - 9"

A6

A

7' - 2"

6

A508

STUDIO 2

232

A

L

I

G

N

W

I

T

H

M

E

T

A

L

P

A

N

E

L

,

T

Y

P

.

1

2'

-

6

"

VERTICAL CONTROL JOINT,

ALIGN WITH EDGE OF DPTN

13.567°

2' - 1 3/4"

R 5' - 0"

"

4

/

1

2

-

'

3

"

2

/

1

2

-

'

1

CONTROL JOINT,

SEE FIN PLAN; TYP

3

A508

CERAMICS 1

221

TRENCH DRAIN

TRENCH DRAIN,

PROVIDE POSITIVE

SLOPE TOWARD

DRAIN, TYP.

A6

TYP AT

TRENCH

DRAIN

8

______

A564

B6

A

CERAMICS 2

222

13' - 8"

13' - 1 1/4"

2

A508

1

A6

A

CORRIDOR

245

228

4"

227

4"

A6

A

A6

10"

A6

A

"

2

-

'

1

"

8

-

'

1

A0.5

F6

90°

STORAGE

224

6' - 10"

"

0

-

'

2

1

D

9' - 7"

W

A6

JANITORIAL

223

"

2

-

'

1

1

9' - 7"

F6

A

223

1' - 6 1/4"

A6

A6

A

A6

A

226

4"

"

0

-

'

6

A6

6' - 10"

A6

A

"

0

1

5' - 7"

B6

A

A.1

5

2

______

A305

1

5'

-

1

"

5

______

A308

1C

3'

-

6

"

1

______

A304

GDR L-3

OUTDOOR

KILNS

242

T3

1' - 1"

3' - 8"

1

______

A376

245B

BLRD-2

3

"

3

______

A305

30

242A

242B

1' - 1"

4

______

A308

31

6

______

A374

8

______

A203

3' - 5"

224

10"10"

1' - 0"

234A

1' - 6"

FEC-0

1' - 1"

2

______

A376

29

"

3

-

'

2

"

0

1

-

'

6

10' - 8 3/4"

F6

WIP

222A

1

______

A405

ELEV-B

222

F6

1' - 5 3/4"

FEC-3

9

A

7' - 10"

A405

A6

A

226A

"

0

1

B6

11

A508

GLAZE MIX

226A

A3

"

4

6

/

3

1

1

1

-

'

1

4

10

A565

2

______

A565

7' - 4 3/8"

3

______

A566

TO GLULAM TYP

R 5' - 6"

/

"

4

6

9

5

0

1

-

'

5

3

______

A302

"

0

-

'

0

6

2

A202

A6

5

5

22

6

______

A306

A6

1' - 1"

5

23

7

______

A375

C6

12' - 7"

205B

1' - 8"

10' - 0"

C6

10' - 7"

GALLERY

202

"

2

/

1

0

-

'

3

1

8

7

A506

6

"

2

/

1

9

-

'

4

"

2

/

1

0

-

'

1

"

0

-

'

7

1

C6

6' - 1 1/2"

204B

C6

A

204A

17' - 0"

2' - 2 1/2"

A6

F3

14

2' - 1 1/2"

A506

15

THE LOFT

203

"

0

-

'

1

1

"

0

-

'

6

4

______

A572

1' - 1"

"

5

-

1'

116.584°

90°

2

______

A301

203

9

A506

C6

DPTN-1C

PERIMETER FAN COIL UNIT GRILLES HAVE A CONTINUOUS

APPEARANCE AS SHOWN IN PLAN. INCLUDE EMPTY

TRENCH AND MITERED CORNER GRILLES WHERE

SHOWN. SEE MECH FOR THE QUANTITY AND LOCATION

OF ACTIVE UNITS

3' - 1"

D1

2' GRAVEL EDGE

ROOF-3A

ROOF-3B

SIM

6

______

A376

"

0

-

3'

"

0

-

4'

"

0

-

3'

+6"

11

______

A361

+1'

3' - 0"

6' - 0"

11"

2' - 0"3' - 1"

MOUND

GROWING

MEDIA

3' - 0" 4' - 9 35/64"

S

E

C

A

P

S

Q

E

2

"

8

/

5

1

-

'

7

"

4

.

D

E

H

C

S

E

E

S

"

4

/

3

1

1

-

'

2

2

S

E

C

A

P

S

L

A

U

Q

E

6

"

8

/

1

7

-

'

6

3

1

A506

202

A565

5

DPTN-1C

14

______

A572

R 2' - 0"

15' - 11 3/4"

FEC-3

11

______

A572

9

______

A361

241A

4

______

A376

3

______

A376

118' - 0"

DBOX-1

RAIN-1

SEE ROOF PLAN

TERRACE

241

ROOF-2

1

______

A365

"

0

-

'

0

3

"

0

-

'

8

1

"

0

-

'

4

1

______

A307

2' - 0"

TYP. PERIMETER GRAVEL

ROOF DRAIN, PROVIDE

PERFORATED SCREEN,

TYP. , SEE PLUMBING

1 LEVEL 2 FLOOR PLAN

A102.1

1/8" = 1'-0"

1' - 1"

11"

1' - 9"

"

9

-

'

1

"

0

-

'

2

"

2

-

'

1

1

______

A251

1

1.1

GDRL-2

11' - 3 33/64"

12' - 0"

15' - 2 31/64"

3' - 3" 3' - 0"

2

______

A251

3

______

A251

38' - 6"

4

7

8

A508

TRENCH DRAIN

12

B6

A508

13

CONTROL JOINT,

SEE FIN PLAN; TYP

234B

"

4

229B

"

4

229A

18

______

A572

4' - 0"

K6

F6

K6

A6

5

______

A572

4' - 0"

3' - 10"

18' - 0 1/4"

STUDIO 3

228

B6

A

CERAMICS 3

227

1' - 8 1/2"

10' - 4"

SPRAY

226B

226B

A3

WIP

227A

8' - 3 1/4"

B6

1' - 8 1/2"

"

8

-

'

5

"

0

-

'

9

"

6

-

'

5

"

1

-

'

2

GLAZE

226

"

6

-

'

7

1

9

A508

10

22' - 11 1/4"

B6

A

B6

STAIR 4

2S4

B6

KILN

234

1

______

A413

"

2

/

1

2

-

'

1

4' - 3"

3' - 7 3/4"

233

3 EQ PANELS

5' - 0"

DPTN-1C

12' - 6"

20' - 10"

F3

F6

A

F3

REV

18

______

A572

DPTN-1C

12' - 6"

DPTN-1C

12' - 6"

1

A502

"

2

/

1

8

-

'

9

B6

A

2

______

A152

B6

A

1' - 10 1/4"

ALIGN WITH WALL PANELS

4' - 1 3/4"

ALIGN WITH WALL PANELS

201B

6

A565

R 2' - 0"

OPEN BELOW

27' - 6 5/8"

DN

1

______

A410

4

______

A305

5

______

A305

8

______

A306

T3

1C

SEE LANDSCAPE

FOR OUTDOOR

PLAZA SCOPE

EDGE OF PARKING

RAMP WALL

A206

1

T3

B6

A

3

______

A152

201A

1C

28

CONCRETE KEY

SEE STRUCTURAL

B6

A

235

1' - 1"

8

A507

WELLNESS

235

27

T3

ALL GENDER

236

9

______

A306

"

3

-

'

9

"

0

-

'

1

A201

3

10

______

A306

A507

1

1' - 7"

6' - 3"

9

A507

237

236

FEC-3

B6

A

B6

A

238A

F3F3

239A

A6

11"

240

AV

240

A6

A

B6

A

5

4

A507

/

"

4

1

1

-

'

8

ALL GENDER

237

F6

STORAGE

239

13' - 3"

B6

A

/

"

2

1

1

-

'

2

/

"

8

5

4

-

'

6

1

"

0

-

'

6

B6

A

A6

"

2

/

1

4

-

'

1

1

"

1

1

-

'

8

"

0

1

-

'

4

/

"

4

1

1

1

-

'

5

/

"

4

3

3

-

'

7

19

______

A552

SIM

17

______

A572

A6

FEC-3

238B

3

A507

4' - 3 3/4"

R 2' - 0"

3' - 0"

8

______

A572

10' - 11 3/8"

A6

A

239B

1

______

A181

A6

GL-2

A565

8

R 5' - 6"

TO GLULAM

3

______

A565

3

______

A187

A507

2

ATRIUM

201

/

"

2

1

4

-

'

8

3

"

1

1

-

'

1

1

5

26

F3

F3

1' - 1"

1' - 1"

6

A507

25

2

______

A307

5

3

______

A307

1' - 1"

14

______

A567

4

______

A307

24

EDGE OF PARKING

RAMP WALL

90°

7 5/64"

"

1

-

'

1

5

5

______

A307

9

______

A375

COMMUNITY

MEETING

ROOM

238

"

2

-

3'

31' - 0"

ROOF-3A

TYP

3

______

A566

A565

9

A503

2

ATRIUM

201

"

0

-

0'

1

"

0

-

3'

4

A204

+6"

+1'

3' - 9 7/8"

1' - 8 5/32"

A507

A507

10

11

32

39' - 3 1/2"

ROOF-3A

MOUND GROWING MEDIA

"

0

1

-

'

8

"

0

-

'

3

"

0

-

'

3

31' - 11 1/8"

"

2

-

'

9

"

0

-

6'

CANE DETECTION

BELOW STRUCTURAL

BRACING, TYP

RL-4

ROOF-3A

18' - 3"

29' - 9"

241B

238C

ROOF DRAIN, PROVIDE

PERFORATED SCREEN,

TYP. , SEE PLUMBING

"

0

-

'

2

3

______

A303

6

______

A376

4' - 5"

2

______

A365

"

2

-

'

7

GDRL-2

2

______

A302

5

PRIMARY DRAIN DOWNSPOUT

3

A207

1

A202

6

4

______

A251

A

B

C

E

F

G

H

D

38' - 6"

1

______

A252

DBOX-1

RAIN-1

SEE ROOF PLAN

ROOF-3B

GRAVEL EDGE

D2

GRDL-2

RETURN TO WALL

7

9

10

10.1

10.2

N N 15 DEGREES

?

PLAN NORTH

TRUE NORTH

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LEVEL TWO

A102.1

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

2

______

A253

1

______

A254

2

______

A254

A

B

C

D

E

F

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H

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Page 88 of 202

FLOOR PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR

14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING,

WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP.

2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS

OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION.

3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES.

4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY

ADDITIONAL, APPLIED FINISHES, U.N.O.

UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE

ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER

PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED.

15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS

FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED

FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH

PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION.

16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE

5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL

OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS.

OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O.

6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR

ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O.

17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE

SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS.

18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE

7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR

NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS.

GLAZING TYPES.

8. SEE RCP FOR ROLLER SHADE LOCATIONS.

9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS

UNLESS OTHERWISE NOTED.

10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE

CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS.

11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN

REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION.

12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE

DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O.

13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O.

WALL / PARTITION LEGEND

REFER TO DOOR SCHEDULE

EXTERIOR WALL, REFER TO EXTERIOR

WALL TYPE DRAWING FOR WALL

ASSEMBLY AND FINISH

EXTERIOR WALL

REFER TO DOOR SCHEDULE

WALL FINISH -REFER

TO FINISH PLAN

WALL TYPE, REFER TO

PARTITION TYPE DRAWING

INTERIOR PARTITION

4

______

A252

SCUPPER W/

CHANNEL

DOWNSPOUT

CONTINUOUS

GUTTER

A201

3

1

______

A253

2

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A253

1

______

A254

2

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A254

2

1

______

A251

3

2

______

A251

4

3

______

A251

5

6

4

______

A251

7

31' - 1 3/4"

244' - 10 1/4"

238' - 3 3/8"

OSHA GUARDRAIL

ROOF1A

A201

1

8' - 0 1/2"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

6' - 2 7/8"

9

1

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A252

2

______

A252

3

______

A252

10

10.1

SIM, REV

10

______

A376

10.2

CONTINUOUS TOP TAIL PT-4C TYP.,

PROVIDE MITER JOINT, TYP.

CONTINUOUS OUTRIGGER

FOR FIN SUPPORT PT-4C TYP.

ROOF1A

2"

1/2" / 1

1

______

A190

ELEVATOR

OVERRUN

EXHAUST FAN, REFER TO

MECHANICAL

OMIT GROW-1

"

9

-

'

3

"

9

-

'

3

6' - 8"

CRICKET

1/16" / 12"

1/16" / 12"

1/16" / 12"

1/16" / 12"

KILN CHIMNEY BY OTHERS

ROOF1A

"

2

1

/

"

4

/

1

DOAS 2

SEE MEP DRAWINGS

AHU

SEE MEP DRAWING

128' - 4"

GROW-1

1/8" STAINLESS STEEL

EDGING AROUND

GROW-1, TYP.

2

______

A190

"

2

1

/

"

4

/

1

ROOF1A

ELEVATOR

OVERRUN

D

W

"

3

-

'

6

"

6

-

'

2

8' - 4"

-

3

7'

3 1

/2

"

O

S

H

A G

U

A

R

D

R

AIL

28' - 4"

CRICKET

"

2

1

/

"

8

______

4

/

1

A203

"

4

/

1

7

BMS-1

TIE OFF ANCHOR ATTACHED TO CLERESTORY BEAMS

12' - 8 1/2"

13' - 6"

68' - 11 1/2"

13' - 6"

LIFELINE SYSTEM

15' - 0"

14' - 3"

14' - 3"

15' - 0"

13' - 6"

107' - 5 1/2"

15' - 0"

15' - 0"

13' - 0"

13' - 6"

8' - 2 1/2"

"

4

/

1

7

"

6

"

0

-

'

2

2

PV ARRAY

SEE ELECTRICAL

1/2"/ 12"

RELATIVE TO ROOF

"

4

/

3

6

-

4

'

"

2

1

/

"

6

1

/

3

1

1

13' - 1"

BMS-1

68' - 11 1/2"

140' - 0 3/8"

"

4

/

1

7

-

6'

F

O

O

R

E

H

T

F

O

E

G

D

E

O

T

1/4"/ 12"

TIE OFF ANCHOR ATTACHED STRUCTURAL BEAM BELOW

13' - 6"

14' - 4"

" / 1

6

3/1

INTERNAL DRAIN, SEE PLUMBING

1 1

OPEN TOP OVERFLOW SCUPPER

"

2

R

E

L

A

1/2"/ 1

TIV

E T

O R

O

O

F

2"

14' - 9"

1/2"/ 12"

RELATIVE TO ROOF

14' - 9"

RAIN-1

3 RAIN CHAINS

CLNG-2B

MPN L-2B

"

2

1

/

"

/2

1

34' - 3 7/16"

34' - 3 1/16"

1/4"/ 12"

EQ

T.O. PARAPET

4

A204

1/4"/ 12"

EQ

OPEN TO BELOW

OBLIQUE VIEW

ROOF-4

MPNL-5

/

"

4

6

7

0

-

'

9

3

"

2

1

/

"

6

1

/

1

1

2

7'

-

0

"

7'

-

0

"

5

______

A360

7'

-

0

"

2' - 3"

12

______

A360

/

"

8

5

0

-

'

6

3

OPEN TO BELOW

OBLIQUE VIEW

"

0

-

'

7

6

PV ARRAY

SEE ELECTRICAL

PV ARRAY - ADD ALT

FUTURE EXPANSION

SEE ELECTRICAL

140' - 0 3/8"

14' - 8"

10' - 3"

INTERNAL DRAIN, SEE PLUMBING

OVERFLOW SCUPPER

1/4"/ 12"

EQ

EQ

EQ

EQ

13' - 9 1/2"

EQ

68' - 11 1/2"

R

E

L

A

1/2"/ 1

TIV

E T

O R

O

O

F

2"

1/2"/ 12"

RELATIVE TO ROOF

137' - 5"

1/4"/ 12"

INTERNAL DRAIN, SEE PLUMBING

OVERFLOW SCUPPER

OPEN TO BELOW

OBLIQUE VIEW

"

2

1

/

"

4

/

3

2

CLNG-2B

MPN L-2B

1/2" PER FOOT ROOF

CRICKET BOARD, TYP.

14' - 8"

"

2

1

/

"

4

/

3

2

CLNG-2B

MPN L-2B

4

______

A360

"

2

1

/

"

4

/

1

ROOF-4

MPNL-5

SEE PLAN A102 FOR LEVEL 2 PLAZA

EXHAUST DUCT,

REFER TO MECHANICAL

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

6

-

'

7

GROW-1

"

6

-

'

7

13

______

A413

8

______

A413

"

3

-

'

3

"

6

-

'

2

130' - 11"

8' - 4"

10"

7 1/4"

BACK OF WALL

10' - 0"

"

6

-

'

3

1

8' - 0 1/2"

3' - 4"

9' - 1 7/32"

PV PANELS

"

0

-

'

3

1

"

6

-

'

3

1

"

0

-

'

4

1

"

0

-

'

3

1

"

6

-

'

2

8

CONTINUOUS TIE-OFF

SAFETY LINE

7 1/4"

1/2

"/ 1

2

"

R

E

L

A

TIV

E

T

O R

O

O

F

STEPPED PEDESTAL

PAVER LANDING

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

"

3

-

'

6

EXHAUST FAN,

REFER TO

MECHANICAL

OMIT GROW-1

GROW-1

1/8" STAINLESS STEEL

EDGING AROUND

GROW-1, TYP.

"

3

-

'

1

.

P

Y

T

1' - 8"

TYP.

"

3

-

'

1

1

"

0

1

7 1/4"

10' - 8"

PV PANEL

8' - 0 1/2"

"

0

-

'

3

1

"

0

-

'

9

"

0

-

'

9

"

0

-

'

4

1

DOAS 3

SEE MEP DRAWINGS

51' - 8"

"

3

-

'

1

1' - 8"

"

3

-

'

1

GROW-1

1/8" STAINLESS STEEL

EDGING AROUND

GROW-1, TYP.

1/2

" / 1

2

"

"

2

1

/

"

4

/

1

-

3

7'

3 1

/2

"

O

S

H

A G

U

A

R

R

D

R

AIL

8'

-

0

"

T

Y

P.

8'

-

0

"

8'

-

0

"

"

6

-

'

2

1

"

0

-

'

2

"

9

-

'

3

8'

-

0

"

"

3

-

'

6

"

3

-

'

6

8'

-

0

"

8'

-

0

"

"

3

-

'

6

"

3

-

'

6

"

3

-

'

1

.

P

Y

T

1' - 8" TYP.

GROW-1

1/8" STAINLESS STEEL

EDGING AROUND

GROW-1, TYP.

2

A202

GRT -1

BELOW

8'

-

0

"

"

3

-

'

6

8'

-

0

"

"

3

-

'

6

8'

-

0

"

8'

-

0 3/

6

4

"

11

______

A376

"

3

-

'

6

"

9

-

'

3

"

2

1

/

"

6

1

/

5

1

10' - 0"

ROOF1A

CONTINUOUS OUTRIGGER

FOR FIN SUPPORT PT-4C TYP.

7'

-

0

"

7'

-

0

"

7'

-

0

"

7'

-

0

"

7'

-

0

"

"

4

/

3

1

-

1'

"

2

1

/

"

4

/

3

2

CONTINUOUS TOP TAIL PT-4C

TYP., PROVIDE MITER JOINT,

TYP.

CONTINUOUS OUTRIGGER

FOR FIN SUPPORT, PT-4C TYP.

A

AROUND PERIMETER

1.1

1

10

______

A376

8'

-

0

"

8'

-

0

"

1

______

A253

2

______

A253

1

______

A254

2

______

A254

B

C

D

E

F

G

H

1 ROOF PLAN

A103

1/8" = 1'-0"

t

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2

0

3

2

0

2

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2

0

3

2

0

2

/

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:

s

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D

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d

o

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M

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3

:

8

4

:

0

1

5

2

0

2

/

7

2

/

6

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HSS POST SUPPORT FOR CONTINUOUS

TOWEL BAR BEHIND, PAINTED PT-4C

CONTINUOUS TOP TAIL PT-4C TYP.,

PROVIDE MITER JOINT, TYP.

2"

3' - 6"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

7' - 6"

6' - 6"

6' - 2"

7' - 10"

1

______

A251

2

______

A251

1

______

A310

3

______

A251

FIN-1

FIN TOP RAIL CONTINUOUS, TYP.

6' - 2"

1

A202

6

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

6' - 2"

7' - 10"

4

______

A251

2

______

A310

1

______

A252

"

2

1

/

"

6

1

/

1

1

2

ROOF-4

MPNL-5

/

"

2

1

1

-

'

4

6

______

A359

78.416°

EDGE OF DECK

"

4

/

3

1

-

1'

28' - 4"

ROOF1A

RAIN-1

2 RAIN CHAINS

GUTTER

?

8

______

A360

CONTINUOUS OUTRIGGER

FOR FIN SUPPORT PT-4C TYP.

14

______

A376

CONTINUOUS TOP TAIL PT-4C

TYP., PROVIDE MITER JOINT, TYP.

HSS POST SUPPORT FOR

CONTINUOUS OUTRIGGER,

PAINTED PT-4C

4

______

A252

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

ROOF PLAN

A103

Page 89 of 202

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

1. REFER TO G-SERIES FOR CEILING ASSEMBLY INFORMATION. SEE SPECIFICATION FOR FURTHER

INFORMATION ON FINISHES AND ASSEMBLIES

11. SPRINKLER HEADS MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL,

AND SHALL BE CONCEALED-TYPE HEADS U.N.O. REFER TO FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION.

TS DEVICE - ABBREVIATION MATCHES PREFIX OF DRAWING SERIES (E.G. TS FOR TECHNOLOGY SECURITY)

2. LIGHTING AND DEVICE SYMBOLS ON THIS DRAWING INDICATE PRESENCE OF FIXTURE FOR LAYOUT,

POSITION AND COORDINATION PURPOSES. PLEASE REFER TO MECHANICAL, ELECTRICAL AND

LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION.

12. COVER PLATES FOR CONCEALED-TYPE SPRINKLER HEADS SHALL BE PRE-FINISHED TO MATCH

EMERGENCY EXIT SIGN, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION

ADJACENT SURFACES.

3. ALL PENETRATIONS IN CLT DECK NOT SHOWN IN ARCHITECTURAL DRAWINGS MUST BE

COORDINATED WITH ARCHITECT PRIOR TO EXECUTION

4. LIGHTS, SPRINKLER HEADS, AND OTHER DEVICES IN CLNG-2 ARE DIMENSIONED FOR GENERAL

LOCATION. THESE ELEMENTS SHALL BE CAREFULLY ALIGNED WITH THE OPENINGS IN THE

MANUFACTURED METAL CEILING. DO NOT FIELD CUT OPENINGS IN CLNG-2.

13. AT ROOMS WITH PANELIZED CEILINGS, JOINT OR PANEL SHALL BE CENTERED IN ROOM AS SHOWN

GRAPHICALLY ON THE CEILING PLAN, U.N.O. WHERE LIGHT FIXTURES ARE LOCATED WITHIN PANEL

JOINTS, ADJUST TO CENTERLINE OF FIXTURE.

14. CEILING ELEVATION SHOWN ON DRAWINGS IS MEASURED FROM UNDERSIDE OF FINISHED CEILNIG

TO FINISH FLOOR ELEVATION AT EACH LEVEL SHOWN ON DRAWINGS.

5. LINEAR LIGHTING, SPRINKLER HEADS, AND BRANCH PIPING SHALL BE RECESSED WITHIN

15. ALL PENETRATIONS THROUGH CONCRETE OR CLT FLOORS SHALL BE SEALED WITH FIRE CAULKING

CHANNELS ROUTED FROM CLT DECK, SEE DETAILS. COORDINATE SPRINKLER PIPE LAYOUT WITH

CLT FABRICATOR / INSTALLER. DO NOT FIELD CUT OPENINGS IN CLT DECK WITHOUT APPROVAL

FROM ARCHITECT

6. FIRE PROTECTION HEADS SHOWN ON ARCHITECTURAL DRAWINGS ARE ONLY FOR DESIGN INTENT

AND TO DOCUMENT CRITICAL ALIGNMENTS. REFER TO FIRE PROTECTION DRAWINGS FOR ALL

PERFORMANCE REQUIREMENTS. WHERE ARCHITECTURAL DRAWINGS SHOW EXTRA HEADS

BEYOND MINIMUM COVERAGE REQUIREMENTS, THESE SHALL BE PROVIDED TO MAINTAIN DESIGN

INTENT SO LONG AS PERFORMANCE IS NOT REDUCED.

7. SPRINKLER HEADS IN CNLG-2 TO ALIGN WITH OTHER DEVICES, U.N.O.

TO PREVENT ANY AIR LEAKAGE.

16. ALL SHADES SHALL BE RECESSED INTO CEILING AND CLOSURE CAP SHALL BE PROVIDED AND

ALIGNED WITH THE BOTTOM OF ADJACENT CEILING FINISH, U.N.O.

17. ALL EXPOSED ELECTRICAL CONDUITS, MECHANICAL, PLUMBING, SHALL BE PAINTED PT-3A, U.N.O.

18. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3A IN LEVEL 2, U.N.O.

19. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3C IN LEVEL 1, U.N.O.

20. ALL STEEL STRUCTURE ABOVE CLGN2 SHALL BE PAINTED PT-3E. ALL OTHER EXPOSED STEEL

8. SPRINKLER HEADS IN CLT DECK SHALL BE CENTERED BETWEEN GLULAM BEAMS, U.N.O.

STRUCTURE SHALL BE PAINTED PT-3A, U.N.O.

9. REFER TO LIGHTING DRAWINGS FOR LIGHT FIXTURE TYPES.

21. ALL EXPOSED METAL DECK ABOVE CLGN2 SHALL RECEIVE ACFIN-2. ALL OTHER EXPOSED METAL

DECK SHALL RECEIVE 1" MIN. ACOUSTIC SPRAY MATERIALS ACFIN-1, U.N.O.

10. LIGHT FIXTURES AND DEVICES ARE DIMENSIONED FROM THE CENTER LINE OF THE COMPONENT TO

GRIDLINE, U.N.O.

22. ALL EXPOSED MASS TIMEBER STRUCTURE INCLUDING CLT DECKS AND GLULAM BEAMS SHALL

11. SPEAKERS, AND OTHER AV EQUIPMENT MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON

CEILING PANEL, U.N.O. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION.

RECEIVE WDFIN-2, U.N.O.

EXPOSED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

2

3

4

5

6

7

10

9

37' - 6"

38' - 6"

38' - 6"

38' - 6"

38' - 6"

38' - 6"

GWB UNDER STAIR, SEE

VERTICAL CIRCULATION

DRAWINGS

MECH

15' - 0"

7' - 4"

10' - 10"

EQ

EQ

EXPOSED

CEILING

EQ

EQ

EQ

EQ

STAIR 1

0S1

EQ

EQ

4' - 0"

GRT-1

9' - 0"

EQ

8' - 7"

"

0

-

'

7

"

0

-

'

5

"

3

-

'

0

1

"

0

-

'

3

Q

E

Q

E

FA

EQ

EQ

TT

FACILITY

MANAGEMENT

001

EXPOSED CEILING

ACFIN-1

APPLIED TO

CEILING

EQ

EQ

33' - 3"

10' - 11 1/4"

23' - 3"

10' - 0"

EXPOSED

CEILING

EQ

Q

E

Q

E

MPOP

004

EQ

EXPOSED

CEILING

Q

E

4' - 10"

3' - 8"

9' - 8 1/2"

"

0

-

'

0

1

Q

E

TT

Q

E

"

8

-

'

8

"

0

-

'

1

MDF

005

Q

E

5' - 6 3/4"

EQ

EQ

ALL EXPOSED

STRUCTURAL STEEL

ABOVE CLNG-2 TO BE

PAINTED PT-3E

CLNG-2

10' - 0"

MPNL-2A

ACFIN-2

ABOVE VEST. PERF. CEILING

14' - 4"

EQ

EQ

EQ

EQ

EQ

EQ

CLNG-2

10' - 0"

MPNL-2A

TT

"

0

-

'

3

EQ

EQ

CENTER ON DOORS

"

0

-

'

8

"

0

-

'

1

"

0

1

-

'

6

2' - 3"

EXPOSED CEILING

JANITORIAL

002

3' - 2"

Q

E

Q

E

GRT-1

1' - 0"

"

0

-

'

7

MECH DUCT

8' - 9"

EQ

EQ

TT

14' - 0 3/4"

EQ

TT

TS

16' - 0"

19' - 11 1/4"

6

______

A303

10.1

10.2

7

______

A354

4' - 0"

EQ

EQ

EQ

81' - 2"

EXPOSED CEILING

CLNG-4

CLNG-4

12' - 3"

12' - 3"

15' - 0"

EQ

MECHANICAL

006

"

9

-

'

2

"

8

-

'

8

"

0

-

'

1

15' - 0"

15' - 0"

3' - 0"

"

6

-

'

8

"

0

-

'

5

EQ

EQ

ELECTRICAL

007

"

0

-

'

5

4' - 7"

EQ

"

0

-

'

1

"

0

1

-

'

9

EQ

"

4

-

'

7

2' - 5"

EXPOSED CEILING

TT

5' - 11 1/4"

8"

LOADING

009

"

0

-

'

1

EXPOSED

CEILING

15' - 0"

15' - 0"

15' - 0"

EQ

EQ

EQ

EQ

EQ

EQ

EDGE OF PARKING FOR

REFERENCE

"

0

-

'

2

3' - 6"

"

0

-

'

0

1

"

0

-

'

0

1

EQ

EQ

EQ

EQ

EQ

EQ

ALL CAPITALS IN

UNCONDITIONED GARAGE

WRAPPED IN

TYP.

INSUL-5

EQ

CLNG-4

12' - 3"

EQ

EQ

LIGHTS, SEE

LIGHTING PLAN

CLNG-4

12' - 3"

UNDER COLUMN

CAPITAL, TYP.

EQ

TT

TT

PARK-1

15' - 11 1/4"

EQ

EQ

EQ

BEAMS IN UNCONDITIONED

GARAGE WRAPPED IN

TYP.

INSUL-5

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

EQ

EQ

12' - 3"

EQ

EQ

EQ

EQ

PARK-1

EQ

TT

7' - 11 1/4"

TS

16' - 6"

EDGE OF PARKING FOR

REFERENCE

8' - 7"

MECH

2

______

A303

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

14' - 3"

"

0

-

'

1

"

0

-

'

1

"

0

-

'

1

"

0

-

'

1

"

2

-

'

7

1

"

0

1

-

'

2

1

"

2

-

'

7

1

"

0

1

-

'

2

1

"

2

-

'

7

1

"

0

1

-

'

2

1

MECHANICAL WELL

10' - 0"

E

Q

EDGE OF PARKING FOR

REFERENCE

8' - 9"

EQ

EQ

E

Q

1' - 0"

GRT-1

GRT-1

TT

4' - 11 1/4"

Q

E

Q

E

8' - 9"

EQ

14' - 5 1/4"

EQ

TS

TT

13' - 6"

EQ

"

0

-

'

1

"

6

-

'

5

EQ

"

0

-

'

1

1 LOWER LEVEL REFLECTED CEILING PLAN

A120

1/8" = 1'-0"

INSUL-5

WRAP STRUCTURAL

BEAM

15' - 7"

"

8

-

'

2

EAC ELEC

011

CLNG-4

13' - 10"

"

8

-

'

2

EAC

WORKSHOP

012

EQ

EQ

EQ

EQ

EQ

22' - 0"

CLNG-4

13' - 10"

INSUL-5

ON VERTICAL FACE OF BEAM

7

______

A602

2' - 0"

"

0

-

'

1

"

0

1

-

'

5

EQ

Q

E

Q

E

11 1/4"

9"

TT

EQ

EQ

2' - 0"

CLNG-4

13' - 9"

2' - 6"

10' - 9"

INSUL-5

TO WRAP STRUCTURAL

BEAM AND CONCRETE

WALL ON BOTH SIDES,

SEE WALL SECTION

2' - 0"

E

Q

CLNG1C

8' - 1 3/4"

1 HR

RATED

3

______

A412

3'

-

9

"

E

Q

E

Q

STAIR 2

0S2

8'

-

6

"

1' - 2"

E

Q

EQ

1' - 10 3/4"1' - 10 3/4"

EQ

8'

-

0

"

ALIGN

1

0'

-

3

"

EQ

EQ

E

Q

ELECTRICAL

014

CLNG-4

12' - 3"

EXPOSED CEILING

16' - 6"

TS

10' - 9"

8' - 0"

"

6

-

'

4

1

"

0

-

'

4

4' - 0 3/4"

TT

8' - 0"

10' - 9"

3' - 3"

3'

-

0

"

E

Q

1'

-

0

"

2'

-

8

"

PT-5B

4' - 6"

10' - 0"

E

Q

4' - 5"

LIGHT FIXTURES

CONTINUE

"

7

-

5'

1

7' - 0"

7' - 0"

9 45/64"

TT

15' - 7"

E

Q

INSUL-5

ON VERTICAL FACE OF BEAM,

TO FOLLOW RAMP ROOF

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

1' - 0"

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

0

1

"

0

-

'

8

"

0

-

'

9

"

0

-

'

1

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LOWER LEVEL

REFLECTED CEILING

PLAN

A120

A

B

C

D

E

F

G

H

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

8

1

"

0

-

'

4

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

3

4

:

8

4

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

r

e

y

e

M

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Page 90 of 202

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

1. REFER TO G-SERIES FOR CEILING ASSEMBLY INFORMATION. SEE SPECIFICATION FOR FURTHER

INFORMATION ON FINISHES AND ASSEMBLIES

11. SPRINKLER HEADS MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL,

AND SHALL BE CONCEALED-TYPE HEADS U.N.O. REFER TO FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION.

TS DEVICE - ABBREVIATION MATCHES PREFIX OF DRAWING SERIES (E.G. TS FOR TECHNOLOGY SECURITY)

2. LIGHTING AND DEVICE SYMBOLS ON THIS DRAWING INDICATE PRESENCE OF FIXTURE FOR LAYOUT,

POSITION AND COORDINATION PURPOSES. PLEASE REFER TO MECHANICAL, ELECTRICAL AND

LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION.

12. COVER PLATES FOR CONCEALED-TYPE SPRINKLER HEADS SHALL BE PRE-FINISHED TO MATCH

EMERGENCY EXIT SIGN, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION

ADJACENT SURFACES.

3. ALL PENETRATIONS IN CLT DECK NOT SHOWN IN ARCHITECTURAL DRAWINGS MUST BE

COORDINATED WITH ARCHITECT PRIOR TO EXECUTION

4. LIGHTS, SPRINKLER HEADS, AND OTHER DEVICES IN CLNG-2 ARE DIMENSIONED FOR GENERAL

LOCATION. THESE ELEMENTS SHALL BE CAREFULLY ALIGNED WITH THE OPENINGS IN THE

MANUFACTURED METAL CEILING. DO NOT FIELD CUT OPENINGS IN CLNG-2.

13. AT ROOMS WITH PANELIZED CEILINGS, JOINT OR PANEL SHALL BE CENTERED IN ROOM AS SHOWN

GRAPHICALLY ON THE CEILING PLAN, U.N.O. WHERE LIGHT FIXTURES ARE LOCATED WITHIN PANEL

JOINTS, ADJUST TO CENTERLINE OF FIXTURE.

14. CEILING ELEVATION SHOWN ON DRAWINGS IS MEASURED FROM UNDERSIDE OF FINISHED CEILNIG

TO FINISH FLOOR ELEVATION AT EACH LEVEL SHOWN ON DRAWINGS.

5. LINEAR LIGHTING, SPRINKLER HEADS, AND BRANCH PIPING SHALL BE RECESSED WITHIN

15. ALL PENETRATIONS THROUGH CONCRETE OR CLT FLOORS SHALL BE SEALED WITH FIRE CAULKING

CHANNELS ROUTED FROM CLT DECK, SEE DETAILS. COORDINATE SPRINKLER PIPE LAYOUT WITH

CLT FABRICATOR / INSTALLER. DO NOT FIELD CUT OPENINGS IN CLT DECK WITHOUT APPROVAL

FROM ARCHITECT

6. FIRE PROTECTION HEADS SHOWN ON ARCHITECTURAL DRAWINGS ARE ONLY FOR DESIGN INTENT

AND TO DOCUMENT CRITICAL ALIGNMENTS. REFER TO FIRE PROTECTION DRAWINGS FOR ALL

PERFORMANCE REQUIREMENTS. WHERE ARCHITECTURAL DRAWINGS SHOW EXTRA HEADS

BEYOND MINIMUM COVERAGE REQUIREMENTS, THESE SHALL BE PROVIDED TO MAINTAIN DESIGN

INTENT SO LONG AS PERFORMANCE IS NOT REDUCED.

7. SPRINKLER HEADS IN CNLG-2 TO ALIGN WITH OTHER DEVICES, U.N.O.

TO PREVENT ANY AIR LEAKAGE.

16. ALL SHADES SHALL BE RECESSED INTO CEILING AND CLOSURE CAP SHALL BE PROVIDED AND

ALIGNED WITH THE BOTTOM OF ADJACENT CEILING FINISH, U.N.O.

17. ALL EXPOSED ELECTRICAL CONDUITS, MECHANICAL, PLUMBING, SHALL BE PAINTED PT-3A, U.N.O.

18. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3A IN LEVEL 2, U.N.O.

19. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3C IN LEVEL 1, U.N.O.

20. ALL STEEL STRUCTURE ABOVE CLGN2 SHALL BE PAINTED PT-3E. ALL OTHER EXPOSED STEEL

8. SPRINKLER HEADS IN CLT DECK SHALL BE CENTERED BETWEEN GLULAM BEAMS, U.N.O.

STRUCTURE SHALL BE PAINTED PT-3A, U.N.O.

9. REFER TO LIGHTING DRAWINGS FOR LIGHT FIXTURE TYPES.

21. ALL EXPOSED METAL DECK ABOVE CLGN2 SHALL RECEIVE ACFIN-2. ALL OTHER EXPOSED METAL

DECK SHALL RECEIVE 1" MIN. ACOUSTIC SPRAY MATERIALS ACFIN-1, U.N.O.

10. LIGHT FIXTURES AND DEVICES ARE DIMENSIONED FROM THE CENTER LINE OF THE COMPONENT TO

GRIDLINE, U.N.O.

22. ALL EXPOSED MASS TIMEBER STRUCTURE INCLUDING CLT DECKS AND GLULAM BEAMS SHALL

11. SPEAKERS, AND OTHER AV EQUIPMENT MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON

CEILING PANEL, U.N.O. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION.

RECEIVE WDFIN-2, U.N.O.

EXPOSED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

2

3

4

CLNG-2

5

6

7

10

9

37' - 6"

38' - 6"

38' - 6"

38' - 6"

38' - 6"

38' - 6"

1.1

1

4' - 0"

CEILING SLOPES, SEE SECTIONS

ALL EXPOSED

STRUCTURAL STEEL

ABOVE CLNG-2 TO BE

PAINTED PT-3E

CLNG1

8' - 0"

14

______

A563

2'-1 5/8" x 5' GRID UNO

CLNG CUT PANEL EDGE AT

MULLION, SEE SECTIONS

CLNG WHOLE PANEL EDGE

SPRAY ACOUSTIC MATERIALS

UNDERSIDE OF METAL DECK ONLY, TYP.

CEILING SLOPES, SEE SECTIONS

WT-4

OFFICE

208

CLNG6B

8' - 6"

TT

1' - 0"

EQ

EQ

Q

E

Q

E

Q

E

Q

E

ACFIN-1

APPLIED TO DECK

Q

E

5' - 6"

EQ

EQ

Q

E

5' - 6"

OPEN TO

STRUCTURE

"

8

-

'

2

TT

EQ EQ

EQ

EQ

1' - 10"

OPEN TO

STRUCTURE

EAC OFFICE

210

1' - 1"

BREAKROOM

207

OPEN TO

STRUCTURE

5' - 0"

EQ EQ

"

0

-

'

1

"

0

-

'

7

ACFIN-1

APPLIED TO DECK

5' - 0"

5' - 1"

EQ EQ

Q

E

Q

E

"

6

-

'

5

"

0

1

-

'

1

"

0

-

'

6

"

0

1

-

'

1

"

9

-

'

3

COVE LIGHT

EQ

EQ

Q

E

Q

E

Q

E

Q

E

WOMEN

212

EQ

EQ

15

______

A563

Q

E

Q

E

Q

E

Q

E

126' - 10 5/8"

126' - 4"

"

2

/

1

0

1

"

2

1

/

"

2

/

1

1

CLNG-2

VARIES

STAIR 1

2S1

18

______

A563

Q

E

Q

E

Q

E

"

6

-

'

3

TT

TT

JANITORIAL

213

"

0

-

Q

E

'

1

EQ

Q

EQE

CLNG1

8' - 0"

EQ

Q

E

EQ

"

0

-

'

1

Q

E

MEN

214

3' - 0 3/32"

"

2

/

1

8

-

'

2

EXPOSED

CEILING

"

0

-

'

5

11

______

A408

"

3

-

'

4

"

0

-

'

1

ELEV A

2EA

CLNG1

8' - 0"

12

______

A408

COVE LIGHT

13

______

A563

16

______

A563

12

______

A563

"

2

1

/

"

8

/

7

EQ

Q

E

Q

E

EQ

EQ

"

9

-

'

2

EQ

EQ

EQ

EQ

EQ

STUDIO 1

217

OPEN TO

STRUCTURE

ACFIN-1

APPLIED TO DECK

1' - 10"

"

5

-

'

2

"

3

-

'

4

ACFIN-1

APPLIED TO DECK

9' - 0"

1' - 0"

TT

TT

EQ EQ EQ EQ

ACFIN-1

Q

E

EQ EQ

EQ

1' - 0"

EQ

1' - 0"

Q

E

Q

E

OPEN TO

STRUCTURE

EAC MDF

215

WIP

221A

EQ

Q

E

5' - 10"

STORAGE

218

OPEN TO

STRUCTURE

ACFIN-1

APPLIED TO DECK

"

2

-

'

1

"

3

-

'

7

OPEN TO

STRUCTURE

LOCKERS

219

4' - 8" 1' - 0"

"

4

-

'

3

F3

SOFFIT

1' - 0"

CLNG1

8' - 0"

Q

E

OPEN TO

STRUCTURE

1' - 0"

ACFIN-1

HC IDF

216

"

0

-

'

1

Q

E

4' - 0"

"

9

-

'

2

EQ

EQ

CLNG6B

8' - 0"

2' - 0"

"

9

"

8

-

'

1

"

0

-

'

6

OFFICE

220

1' - 0"

1' - 3"

7' - 0"

"

0

1

-

'

3

1' - 4"

TS

CORRIDOR

245

6

______

A303

ALL EXPOSED STRUCTURE AND MEP

DUCTS, PIPES, AND EQUIPMENT TO BE

PAINTED WITH (PT-3A), ALL EXPOSED

METAL DECK TO RECEIVE ACOUSTIC

SPRAY (ACFIN-1), TYP.

EQ

1' - 0"

ELEC. CORD REEL, BY OTHERS

10' - 4 1/2"

Q

E

Q

E

"

9

-

'

2

"

2

-

'

2

1

14' - 5"

3' - 9"

OPEN TO

STRUCTURE

EQ

Q

E

EQ

EQ

EQ

ACFIN-1

TT

APPLIED TO DECK

TT

14' - 5"

3' - 9"

Q

E

CERAMICS 1

221

1' - 0"

"

9

-

'

2

"

2

-

'

2

1

Q

E

1' - 0"

Q

E

Q

E

3' - 9"

3' - 9"

OPEN TO

STRUCTURE

ACFIN-1

APPLIED TO DECK

3' - 9"

3' - 9"

CERAMICS 2

222

"

9

-

'

2

10.1

10.2

4' - 0"

1' - 0"

Q

E

Q

E

5' - 2"

ACFIN-1

WIP

222A

Q

E

1' - 6"

EQ

EQ

"

3

"

3

-

'

8

STORAGE

224

Q

E

TT

TT

OPEN TO

STRUCTURE

ACFIN-1

APPLIED TO DECK

ELEV B

2EB

Q

E

Q

E

JANITORIAL

223

1' - 0"

ACFIN-1

5' - 4"

OPEN TO

STRUCTURE

"

6

-

'

8

1' - 0"

1' - 1"

EQ

EQ

EQ EQ

OPEN TO

STRUCTURE

STORAGE

243

7

______

A189

10"

7' - 10"

15' - 0"

15' - 0"

14' - 6"

15' - 0"

6' - 0"

12' - 0"

3' - 0"

15' - 0"

6' - 2"

2' - 10"

OPEN TO

STRUCTURE

TS

ACFIN-1 APPLIED TO DECK

LIGHT COVE

ACFIN-1

APPLIED TO DECK

1' - 10"

127' - 7 3/4"

EQ

EQ

5' - 10 7/8"

5' - 11 1/8"

4' - 9"

OFFICE

211

1' - 0"

EQ

TT

EQ

"

0

-

'

3

1' - 0"

STORAGE

204

"

6

-

'

7

WT-4

CLNG6B

9' - 1"

"

4

-

'

7

TT

ACFIN-1

APPLIED TO DECK

OPEN TO

STRUCTURE

"

0

-

'

1

8' - 6"

Q

E

Q

E

Q

E

Q

E

EQ

EQ

Q

E

F3

SOFFIT

CLNG3F

VARIES

4

______

A562

CLNG3F

VARIES

Q

E

17

______

A563

1' - 0"

GIFT SHOP

205

EQ

EQ

EQ

RECEPTION

206

5' - 10 7/8"

Q

5' - 11 1/8"E

CURVED

CEILING

CONTINUOUS

CLNG1

9' - 8"

EQ

1' - 0"

F3

SOFFIT

CLNG1

9' - 8"

CEILING GRID START AT EDGE

OF BEAM, GRID LINE 4

CLNG-2

VARIES

16

______

A568

9"

Q

E

N

G

I

L

A

CLNG1

7' - 0"

1' - 0"

13' - 0"

4' - 0"

CLNG6A

12' - 5"

WT-1

THE LOFT

203

TT

8' - 0 3/4"

F3

SOFFIT

3' - 0 3/4"

WT-1

4' - 0"

ALIGN

TT

CLNG1

12' - 5"

F3

SOFFIT

WT-1

"

2

/

1

1

1

"

0

-

'

6

"

4

"

0

-

'

6

"

4

CUSTOM

METAL INFILL

BETWEEN

GRIDS, TYP

SHADE POCKET

RECESSED INTO

GYP HEADER,

TYPICAL WEST

WALL

SHADE POCKET RECESSED INTO

CEILING, TYPICAL SOUTH WALL,

PROVIDE BLANK METAL CLOSURE

AT END OF WALL TO ALIGN WITH

AND MATCH SHADE HOUSING AT

END OF SHADE, TYP.

TT

TS

CLNG-2

VARIES

SEE A122.1

GALLERY

202

TS

B6

A

TT

TS

"

6

-

'

8

CLNG1

8' - 0"

6' - 0"

2' - 0"

9' - 0"

2' - 0"

"

1

1

-

'

1

Q

E

Q

E

ALL GENDER

231

ALL GENDER

230

1' - 0"

1' - 0"

EQ

EQ

EQ

EQ

CLNG1

8' - 0"

CLNG1

8' - 0"

MECH DUCT

CLNG3E

VARIES

EQ

EQ

TT

STUDIO 2

232

"

6

-

'

7

"

6

-

'

7

STRUCT

HANGER ROD,

PAINTED PT-3A

13' - 6"

DRPY-1

Q

Q

E

E

TT

18' - 5 3/4" TRACK

2' - 0"

"

3

-

'

5

5' - 2"

"

3

-

'

3

"

0

-

'

7

STORAGE

229

CLNG3F

VARIES

"

0

-

'

1

Q

E

Q

E

5"

EXPOSED MECHANICAL DUCTS -REFER TO MECHANICAL

TT

"

0

1

CLNG1

8' - 0"

"

6

-

'

8

CLNG1

8' - 0"

CLNG1

8' - 0"

MECH DUCT

"

6

-

'

7

STUDIO 3

228

EQ

EQ

TT

CLNG3E

VARIES

"

6

-

'

7

"

6

-

'

7

EQ

CERAMICS 3

227

EQ

TT

"

0

-

'

5

1

"

6

-

'

7

CLNG3E

VARIES

CLNG3F

VARIES

7"

2' - 0"

9' - 0"

2' - 0"

2' - 0"

9' - 0"

2' - 0"2' - 7"

13' - 6"

DRPY-1

Q

Q

E

E

TT

EQ EQ

EQ

EQ

TT

WALL MOUNT @ 9'-8" AFF

14

______

A562

"

2

1

/

"

4

/

1

2

REFER TO A122.1 FOR CLNG-2 SCOPE AND DETAILS

CLNG-2

VARIES

FA

TT

FA

ATRIUM

201

REFER TO A122.1 FOR CLNG-2 SCOPE AND DETAILS

TS

OPEN

TS

TERRACE

241

OPEN

"

6

-

'

3

"

6

-

'

3

"

6

-

'

3

GLAZE MIX

226A

CLNG3F

VARIES

EQ

EQ

3' - 0" 2' - 0"2' - 0"

SPRAY

226B

Q

E

Q

E

Q

E

Q

E

WIP

227A

1' - 0"

EQ

EQ

CLNG3F

VARIES

TS

TT

"

0

1

CLNG1

8' - 0"

"

6

-

'

7

"

6

-

'

7

CLNG3E

VARIES

GLAZE

226

Q

E

Q

E

"

6

-

'

2

"

0

-

'

6

"

0

1

2' - 10" 2' - 10"

"

0

-

'

8

TT

TT

"

2

-

'

6

"

6

"

0

-

'

5

8"

2' - 9"1' - 9"

8

"

6' -

1

0

"

8

"

KILN

234

"

0

-

'

4

"

0

-

'

4

"

4

-

'

3

"

4

-

'

3

CABINET UNIT

HEATER

SUSPENDED FROM

STRUCTURE

1'

-

2

"

4'

-

6

"

1'

-

2

"

1

0'

- 0

"

1'

-

2

"

1

0'

-

6

"

8

"

CLNG7

8' - 2"

STAIR 4

2S4

2' - 0"

9' - 0"

2' - 0"

9' - 3"

OPEN TO

STRUCTURE

ACFIN-1

APPLIED TO DECK

OPEN TO

CEILING ABOVE

CLNG7

12' - 5"

1"

OPEN TO

STRUCTURE

ACFIN-1

EQ

EQ

1' - 0"

APPLIED TO DECK

CLNG1

9' - 8"

Q

E

Q

E

1' - 8"

1' - 0"

CABINET UNIT HEATER

SUSPENDED - BOTTOM AT

11'- 4" A.F.F.

CLNG3D

9' - 8"

Q

E

ALL GENDER

237

3' - 4"

3' - 6"

4' - 2"

Q

E

EQ

EQ

Q

E

Q

E

TS

"

2

-

'

1

ALL GENDER

236

Q

E

EQ

EQ

WELLNESS

235

2' - 10"

1' - 0"

Q

E

CLNG1

9' - 8"

CLNG1

9' - 8"

LIGHT COVE

Q

E

Q

E

CLNG3D

9' - 8"

STORAGE

239

LIGHT COVE

17

______

A562

16

______

A562

13

______

A568

CLNG1

9' - 8"

CLNG3D

9' - 8"

TA

TT

TA

/

"

4

1

1

-

'

8

WT-2

TA

COMMUNITY

MEETING

ROOM

238

12

______

A568

WT-2

EQ

EQ

2' - 0"

Q

E

Q

E

11

______

A568

8' - 0"

8' - 0"

1' - 0"

14

______

A568

TA

15

______

A568

CLNG6A

12' - 5 1/4"

"

0

-

'

1

FA

"

"

0

0

-

-

'

'

1

1

4' - 0"

4' - 0"

TT

TA

"

"

0

0

-

-

'

'

1

1

COMMUNITY

MEETING

ROOM

238

ALIGN

4' - 0"

TA

17' - 0"

"

4

-

'

2

1

"

8

-

'

6

6

______

A359

TA

14' - 0"

TA

15' - 0"

"

"

0

0

-

-

'

'

1

1

14' - 0"

15' - 0"

PROJECTOR SCREEN

SUSPENDED ABOVE

CEILING

PROJECTOR AND MOUNT

ABOVE CEILING (CENTER

ON CEILING GRID)

PROJECTOR SCREEN

SUSPENDED ABOVE

CEILING

METAL PANEL INFILL

BETWEEN GRIDS

PROJECTOR AND MOUNT

ABOVE CEILING (CENTER

ON CEILING GRID)

EXIT SEPARATION

DIAGONAL

MIN REQ'D

1/3" DIAGONAL DIMENSION

"

4

-

'

6

"

0

-

'

6

"

4

"

0

-

'

6

"

4

WT-3

1' - 0"

2' - 4"

TS

PROVIDE METAL INFILL

PANEL AT BOTH ENDS OF

LIGHTING FIXTURE, TYP

SHADE POCKET

RECESSED INTO

GYP HEADER,

TYPICAL EAST

WALL

SHADE POCKET

RECESSED INTO

CEILING, TYPICAL

SOUTH WALL

EXTEND SHADE

ENCLOSURE TO CORNER

8

______

A360

REFER TO A122.1 FOR CLNG-2 SCOPE AND DETAILS

WT-3

FA

38' - 6"

38' - 6"

A

B

C

D

E

F

G

H

"

0

-

'

4

A.1

"

0

-

'

2

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

8

1

"

0

-

'

4

TS

OPEN

FA

FA

CEILING GRID WORKPOINT

Acoustic

KRA

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

1

4

:

9

4

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

r

e

y

e

M

t

h

g

i

r

y

p

o

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3

2

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n

w

a

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D

1 LEVEL 2 REFLECTED CEILING PLAN

A122.0

1/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

LEVEL TWO REFLECTED

CEILING PLAN

A122.0

Page 91 of 202

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

1. REFER TO G-SERIES FOR CEILING ASSEMBLY INFORMATION. SEE SPECIFICATION FOR FURTHER

INFORMATION ON FINISHES AND ASSEMBLIES

11. SPRINKLER HEADS MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL,

AND SHALL BE CONCEALED-TYPE HEADS U.N.O. REFER TO FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION.

TS DEVICE - ABBREVIATION MATCHES PREFIX OF DRAWING SERIES (E.G. TS FOR TECHNOLOGY SECURITY)

2. LIGHTING AND DEVICE SYMBOLS ON THIS DRAWING INDICATE PRESENCE OF FIXTURE FOR LAYOUT,

POSITION AND COORDINATION PURPOSES. PLEASE REFER TO MECHANICAL, ELECTRICAL AND

LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION.

12. COVER PLATES FOR CONCEALED-TYPE SPRINKLER HEADS SHALL BE PRE-FINISHED TO MATCH

EMERGENCY EXIT SIGN, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION

ADJACENT SURFACES.

3. ALL PENETRATIONS IN CLT DECK NOT SHOWN IN ARCHITECTURAL DRAWINGS MUST BE

COORDINATED WITH ARCHITECT PRIOR TO EXECUTION

4. LIGHTS, SPRINKLER HEADS, AND OTHER DEVICES IN CLNG-2 ARE DIMENSIONED FOR GENERAL

LOCATION. THESE ELEMENTS SHALL BE CAREFULLY ALIGNED WITH THE OPENINGS IN THE

MANUFACTURED METAL CEILING. DO NOT FIELD CUT OPENINGS IN CLNG-2.

13. AT ROOMS WITH PANELIZED CEILINGS, JOINT OR PANEL SHALL BE CENTERED IN ROOM AS SHOWN

GRAPHICALLY ON THE CEILING PLAN, U.N.O. WHERE LIGHT FIXTURES ARE LOCATED WITHIN PANEL

JOINTS, ADJUST TO CENTERLINE OF FIXTURE.

14. CEILING ELEVATION SHOWN ON DRAWINGS IS MEASURED FROM UNDERSIDE OF FINISHED CEILNIG

TO FINISH FLOOR ELEVATION AT EACH LEVEL SHOWN ON DRAWINGS.

5. LINEAR LIGHTING, SPRINKLER HEADS, AND BRANCH PIPING SHALL BE RECESSED WITHIN

15. ALL PENETRATIONS THROUGH CONCRETE OR CLT FLOORS SHALL BE SEALED WITH FIRE CAULKING

CHANNELS ROUTED FROM CLT DECK, SEE DETAILS. COORDINATE SPRINKLER PIPE LAYOUT WITH

CLT FABRICATOR / INSTALLER. DO NOT FIELD CUT OPENINGS IN CLT DECK WITHOUT APPROVAL

FROM ARCHITECT

6. FIRE PROTECTION HEADS SHOWN ON ARCHITECTURAL DRAWINGS ARE ONLY FOR DESIGN INTENT

AND TO DOCUMENT CRITICAL ALIGNMENTS. REFER TO FIRE PROTECTION DRAWINGS FOR ALL

PERFORMANCE REQUIREMENTS. WHERE ARCHITECTURAL DRAWINGS SHOW EXTRA HEADS

BEYOND MINIMUM COVERAGE REQUIREMENTS, THESE SHALL BE PROVIDED TO MAINTAIN DESIGN

INTENT SO LONG AS PERFORMANCE IS NOT REDUCED.

7. SPRINKLER HEADS IN CNLG-2 TO ALIGN WITH OTHER DEVICES, U.N.O.

TO PREVENT ANY AIR LEAKAGE.

16. ALL SHADES SHALL BE RECESSED INTO CEILING AND CLOSURE CAP SHALL BE PROVIDED AND

ALIGNED WITH THE BOTTOM OF ADJACENT CEILING FINISH, U.N.O.

17. ALL EXPOSED ELECTRICAL CONDUITS, MECHANICAL, PLUMBING, SHALL BE PAINTED PT-3A, U.N.O.

18. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3A IN LEVEL 2, U.N.O.

19. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3C IN LEVEL 1, U.N.O.

20. ALL STEEL STRUCTURE ABOVE CLGN2 SHALL BE PAINTED PT-3E. ALL OTHER EXPOSED STEEL

8. SPRINKLER HEADS IN CLT DECK SHALL BE CENTERED BETWEEN GLULAM BEAMS, U.N.O.

STRUCTURE SHALL BE PAINTED PT-3A, U.N.O.

9. REFER TO LIGHTING DRAWINGS FOR LIGHT FIXTURE TYPES.

21. ALL EXPOSED METAL DECK ABOVE CLGN2 SHALL RECEIVE ACFIN-2. ALL OTHER EXPOSED METAL

DECK SHALL RECEIVE 1" MIN. ACOUSTIC SPRAY MATERIALS ACFIN-1, U.N.O.

10. LIGHT FIXTURES AND DEVICES ARE DIMENSIONED FROM THE CENTER LINE OF THE COMPONENT TO

GRIDLINE, U.N.O.

22. ALL EXPOSED MASS TIMEBER STRUCTURE INCLUDING CLT DECKS AND GLULAM BEAMS SHALL

11. SPEAKERS, AND OTHER AV EQUIPMENT MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON

CEILING PANEL, U.N.O. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION.

RECEIVE WDFIN-2, U.N.O.

EXPOSED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

1.1

2

1

4' - 0"

3

4

5

6

7

10

9

37' - 6"

38' - 6"

38' - 6"

38' - 6"

38' - 6"

38' - 6"

A

B

C

D

E

F

G

H

"

0

-

'

4

A.1

"

0

-

'

6

"

3

0

-

'

2

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

0

3

"

0

-

'

8

1

"

0

-

'

4

CLNG2 CONTINUES ABOVE

TYP

5

______

A563

MAINTAIN ALL PANELS FLUSH

AT CEILING BENDING LINE

CEILING BENDING LINE,

PROVIDE BUTT JOINT, REFER

TO WALL SECTION FOR

DETAILS

4

______

A563

TYP

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

TYP

9

______

A563

"

0

1

-

'

1

"

7

-

'

3

"

8

-

'

5

"

2

-

'

4

"

3

-

'

4

"

5

"

8

-

'

7

"

5

"

4

-

'

1

5' - 0"

5' - 0"

15' - 0"

15' - 0"

6

______

A563

TYP. AT TRACK

LIGHTING

6

______

A563

CUSTOM

PANEL, NON

STANDARD

WIDTH

2

______

A563

6' - 10"

EQEQ

TT

Q

E

Q

E

"

4

-

'

3

1

"

0

-

'

7

15' - 0"

15' - 0"

2' - 0" 3' - 8"

3' - 0"

10' - 8"

"

0

-

'

5

1

3" 5" 3' - 6"

1' - 0"

9' - 8"

5' - 7"

4' - 1"

5' - 9"

2' - 2"

"

6

-

'

0

1

"

7

"

1

-

'

7

"

8

-

'

5

"

9

-

'

1

"

0

1

-

'

1

4' - 0"

5' - 0"

1' - 6"

6' - 8"

"

4

-

'

5

"

3

-

'

6

"

0

-

'

1

"

0

-

'

5

"

5

-

'

1

"

0

1

2' - 5"

10' - 4"

6' - 0"

14

______

A562

"

8

-

'

2

"

8

-

'

6

"

0

-

'

6

3' - 4"

11' - 0"

"

0

1

-

'

1

1

1' - 6" 4' - 5"

4' - 2"

10' - 5"

13' - 3"

1' - 9"

LINE OF EAC SUITE BELOW SHOWN DASHED

"

3

-

'

2

"

7

-

'

1

"

0

1

-

'

4

"

8

"

0

-

'

3

1

8' - 2"

2"

5' - 10"

2' - 2"

4' - 8"

4' - 0"

"

9

-

'

5

2

"

1

1

"

2

"

4

-

'

5

"

8

"

4

-

'

2

"

8

-

'

4

"

0

1

-

'

4

12' - 5"

5' - 8"

3' - 8"

4' - 0"

TS

11' - 8"

2' - 3"

4' - 7"

3' - 6" 1' - 9"

2' - 2"

3' - 0" 3' - 1" 10"

6' - 4"

20' - 3"

2' - 2"

6' - 6"

1' - 0"

4' - 10" 1' - 8"

2' - 2"

2' - 6"

TS

3

______

A563

"

8

-

'

9

8' - 8"

6' - 5"

6' - 6"

6' - 6"

5' - 0"

Q

E

EQEQ

"

4

TT

Q

E

5' - 3"

"

0

-

'

5

1

"

0

1

-

'

1

TS

5' - 6"

2' - 8"

5' - 10"

"

0

-

'

3

"

4

-

'

4

"

4

-

'

9

"

8

-

'

2

"

3

-

'

2

2' - 2"

8' - 0"

ACFIN-2

ABOVE PERF CEILING

CLNG-2

VARIES

ALL EXPOSED

STRUCTURAL STEEL

ABOVE CLNG-2 TO BE

PAINTED PT-3E

"

4

-

'

4

"

2

-

'

9

"

6

-

'

7

"

5

-

'

1

"

0

1

-

'

1

8' - 3"

2' - 5"

WORK POINT, ALL E/W GRID

LINES PARALLEL TO E/W AXIS,

N/W GRID WILL SKEW

RELATIVE TO FLOOR PLAN

"

6

-

'

5

"

2

-

'

4

"

4

-

'

5

"

4

-

'

3

"

8

-

'

4

"

8

-

'

7

"

6

-

'

1

6"

7' - 0"

4' - 4"

2' - 8"

8' - 4"

2"

EQEQ

"

6

-

'

TT

FA 2

Q

E

Q

E

6' - 6"

2' - 6"

6' - 0"

1' - 8"

1' - 0" 8' - 4"

"

8

-

9' - 0"

______ TYP AT

11

A563

SPRINKLERS

SPRINKLER HEADS TO BE

CENTERED ON 2"

PERFORATION, TYP.

'

2

"

8

-

'

0

1

"

6

-

'

1

5' - 4"

3' - 0"

7' - 4"

3' - 8"

"

8

-

'

9

1

"

8

-

'

2

"

0

1

-

'

2

"

6

-

'

8

MPNL-2A TO COPE WITH

STRUCTURE BRACING, TYP.

13' - 10"

TS

"

0

-

'

5

1

"

0

-

'

5

1

"

2

"

8

-

'

1

"

8

-

'

7

"

0

-

'

2

"

0

-

'

7

"

7

-

'

3

"

7

-

'

4

"

0

-

'

5

"

8

-

'

6

"

0

-

'

1

"

0

-

'

1

"

2

"

0

-

'

3

"

9

-

'

2

"

6

-

'

2

"

0

1

-

'

1

"

0

-

'

2

"

6

-

'

1

"

8

-

'

5

"

8

"

0

-

'

9

"

0

1

-

'

4

"

0

-

'

8

"

0

-

'

8

"

8

-

'

1

"

3

-

'

4

TS

5' - 0"

14' - 0"

1' - 6"

10"

"

0

1

-

'

5

"

6

-

'

5

"

6

-

'

1

"

0

-

'

5

"

0

1

-

'

5

2' - 4"

EQEQ

Q

E

Q

E

TT

14' - 0"

"

0

-

'

6

"

4

-

'

1

3' - 6" 2' - 0" 3' - 10"

1' - 0"

8' - 6"

"

8

-

'

3

"

8

-

'

4

"

6

-

'

5

"

0

-

'

2

10

______

A360

TYP @ ROOF4 - SEE

ROOF PLAN FOR

ADDITIONAL INFO

5' - 4"

1' - 8"

7' - 10"

5' - 4"

2' - 4" 2' - 6"

ROOF4 AND GUTTER

ABOVE AT DASHED

AREA - SEE ROOF PLANS

FOR ADDITIONAL INFO

"

6

-

'

5

"

6

-

'

2

"

8

-

'

4

3

______

A359

EQEQ

FA

"

6

-

'

2

"

0

1

-

'

4

"

6

-

'

2

"

8

-

'

4

4' - 4" 2' - 0"

7' - 6"

10" 1' - 2"

"

6

-

'

2

"

8

-

'

2

11

______

A360

12

______

A360

"

0

-

'

5

"

8

-

'

2

"

4

-

'

7

8' - 6"

1' - 0" 4' - 3"

MPNL-2B

SIM. TYP

NORTH SIDE

OF OPENINGS

2

______

A360

"

6

-

'

2

"

6

-

'

2

"

0

-

'

5

TS

"

0

-

'

5

2' - 0"

5

______

A360

11

______

A364

TT

"

4

-

'

5

"

8

-

'

4

"

8

-

'

4

"

4

"

0

-

'

5

MPNL-2B

14' - 2"

6' - 6"

2' - 0" 4' - 0"

TYP WEST SIDE

OF OPENINGS

6

______

A360

"

0

1

-

'

2

5' - 4" 1' - 0"2' - 6"

"

0

1

-

'

8

"

2

-

'

3

TYP EAST

SIDE OF

OPENINGS

10' - 0"

"

2

-

'

1

2

______

A360

TYP SOUTH

SIDE OF

OPENINGS

"

4

-

'

1

9' - 0"

1

______

A359

TYP

FA

EQEQ

"

6

-

'

2

"

0

1

-

'

2

"

0

1

-

'

2

"

8

-

'

1

"

6

"

2

-

'

7

"

8

"

0

1

-

'

1

TS

1' - 4"

13' - 10"

4' - 8"

"

2

8' - 8"

"

0

-

'

7

7

______

A360

4

______

A360

MPNL-2B N-S

MODULE

AND LIGHT

4' - 6"

6' - 4"

5' - 2"

3' - 0"

4' - 6"

6' - 2"

6' - 8"

3' - 10" 2' - 8" 3' - 6" 6"

5' - 0"

2' - 8"

"

6

"

0

1

-

'

3

"

2

-

'

5

"

0

1

"

2

ROOF4 AND GUTTER

ABOVE AT DASHED

AREA - SEE ROOF PLANS

FOR ADDITIONAL INFO

7' - 0"

2' - 6"

6' - 2"

10"

"

0

1

-

'

4

"

6

-

'

3

"

0

-

'

1

"

6

-

'

2

FA

1

______

A360

7' - 4"

9' - 6"

"

4

-

'

1

"

0

1

-

'

2

"

8

-

'

3

"

2

-

'

1

2' - 2"

6' - 4"

MPNL-2B

9' - 0"

8' - 0"

1' - 6"

"

2

-

'

6

EQEQ

FA

"

6

-

'

2

2' - 0"

"

6

-

'

7

"

6

-

'

2

"

0

1

-

'

2

"

0

-

'

5

1

6' - 0"

2' - 2"

"

8

-

'

2

1

"

8

-

'

5

2' - 8"

4' - 0"

10' - 0"

"

0

-

'

5

1

6

______

A359

11' - 0"

3' - 2"

"

0

1

-

'

4

"

6

-

'

7

5' - 4"

17' - 2"

12' - 10"

"

8

-

'

2

"

2

-

'

2

"

0

-

'

1

12

______

A364

12' - 5"

TT

8

______

A360

13' - 0 1/8"

9' - 0"

5" 4' - 0"

"

2

-

'

3

1

"

8

-

'

2

"

8

-

'

3

"

8

-

'

5

"

6

-

'

2

"

4

-

'

2

2' - 2" 2' - 2"

6' - 2"

2' - 6"

5' - 8"

"

0

-

'

6

"

6

-

'

3

"

2

-

'

3

"

0

-

'

3

10

______

A563

TYP

17

______

A562

CUSTOM CUT EDGE PANELS, SEE DETAIL

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1 LEVEL 2 UPPER CEILING REFLECTED CEILING PLAN

A122.1

1/8" = 1'-0"

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LEVEL TWO REFLECTED

CEILING PLAN-SLOPED

CEILING

A122.1

Page 92 of 202

1

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A372

F6

A

F6

6

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A571

F3

A

TA-27

TA-11

"

8

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B6

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F3

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2

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TA-11

8

A151

"

9

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3

1

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7

A151

5

6

WOMEN

104

B6

A

"

4

/

3

6

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4

104

B6

A

5' - 8 1/2"

106

15

______

A571

TA-14

TA-4

F6

"

1

TA-14

TA-4

TA-12

TA-12

FD

6' - 3"

CLEAR

9' - 9 1/4"

"

0

-

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3

"

1

"

2

/

1

5

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5

1' - 6 1/4"

2

1

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A

T

"

5

-

'

1

TA-14

TA-4

TA-12

B6

A

3' - 8"

EQ

2' - 9"

EQ

5' - 6"

F3

TA-27

TA-11

9

-

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7

2

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A

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"

4

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F3

A

F3

F6

"

5

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13

A151

11

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TA-11

A6

2' - 1 3/4"

2

1

-

A

T

MEN

106

4

2

-

A

T

A6

105

A6

FD

TA-19A

FD

TA-4

B6

A

TA-12

TA-29

F3

SIM

"

4

/

3

9

-

'

1

1

"

2

/

1

6

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8

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A571

B

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G

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D

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F3

"

0

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'

4

5

______

A571

1' - 9 1/2"

1' - 6 1/4"

6' - 6 3/4"

6' - 1 1/2"

1' - 3 1/4"

1 LEVEL 1 PUBLIC RESTROOMS

A151

1/4" = 1'-0"

1' - 5"

5' - 0"

F3

A

TA-11

"

2

/

1

0

-

'

1

TA-12

FD

TA-28

"

9

-

F3

A

FAMILY RR

116

4

-

A

T

2

1

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A

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'

2

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6

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16

F3

A

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B6

A

15

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A551

20

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A571

116

19

A151

17

F3

18

TA-25

TA-24

2B

9

-

A

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3

1

-

A

T

TL-1

TL-1

TA-27

TA-11

TPTN-1

TA-9

"

0

-

'

9

"

0

-

'

4

TL-1

BASE2A

"

6

-

'

4

"

6

BASE2A

3' - 11 1/4"

10 MEN'S 106 - NORTH

A151

1/4" = 1'-0"

EQ

EQ

ALIGN JOINTS

WITH FLOOR TILE

TL-1

TA-17A

TA-11

3

14' - 10 1/2"

1' - 6 1/4"

6' - 6 1/4"

6' - 10"

6

______

A372

0" 1' - 11"

3' - 0"

1' - 11"

GLULAM, SEE STRUCTURE

WDFIN-2

GLULAM, SEE STRUCTURE

WDFIN-2

GLULAM, SEE

STRUCTURE

WDFIN-2

ALIGN WITH

FLOOR TILE

PT-2A

A.1

TPTN-1

TL-1

TA-14 TA-4

TA-11

MIRROR

TA-11

SSF-1

TA-27

SEE MILLWORK A800

SHEETS

BASE2A

PT-2A

BASE2B

"

0

1

-

'

5

"

0

1

-

'

2

1

"

2

-

'

3

LINEAR LIGHTING

PT-2A

ALIGN

TL-1

TA-11

TA-27

TA-9

TA-13

"

0

-

'

4

TA-24

EQ

EQ

"

0

1

-

'

2

PT-2A

PT-2A

ALIGN WITH

FLOOR TILE

TPTN-1

TL-1

"

0

-

'

9

TA-12

TA-4

TA-14

104

3

______

A564

BASE2B

SEE DOOR

BASE2B

BASE2A

SCHEDULE

ALIGN WITH

FLOOR TILE

"

8

/

7

8

COVE LIGHT -

CONTINUE FINISH

TPTN-1

TL-1

BASE2A

TA-12

"

6

-

'

1

.

P

Y

T

"

6

4 WOMEN'S 104 - NORTH

A151

1/4" = 1'-0"

5 WOMEN'S 104 - EAST

A151

1/4" = 1'-0"

6 WOMEN'S 104 - SOUTH

A151

1/4" = 1'-0"

7 WOMEN'S 104 - WEST

A151

1/4" = 1'-0"

8 WOMEN'S 104 - WEST BULKHEAD

A151

1/4" = 1'-0"

A.1

GLULAM, SEE STRUCTURE

WDFIN-2

7' - 11"

PT-2A

"

0

-

'

2

TPTN-1

TL-1

TL-1

TL-1

TL-1

CONCEALED

SPRINKLER HEAD

ALIGN WITH

WALL TILE, TYP.

A.1

TPTN-1

FRONTS

HIDDEN FOR

CLARITY

TA-11

TL-1

BASE2A

BASE2A

START TILE

INSTALLATION FROM

THIS CORNER FOR

ALIGNMENT

FEC-1

2

A502

GLULAM, SEE

STRUCTURE

DRINKING FOUNTAINS,

SEE PLUMBING

ALIGN WITH

FLOOR TILE

PT-2A

ALIGN WITH

FLOOR TILE

GLULAM, SEE

STRUCTURE

PT-2A

PT-2A

TPTN-1

TL-1

106

ADA - TOO HIGH

PT-2A

TA-24

1

______

A564

"

2

-

'

4

"

0

1

-

'

2

BASE2B

BASE2A

PT-2A

PT-2A

TL-1

TL-1

TPTN-1

COVE LIGHT, IN STALL

BEYOND- CONTINUE

FINISH OF BACK WALL

TA-11

BASE2B

BASE2A

TL-1

PARTITION DOOR NOT

SHOWN FOR CLARITY

ALIGN WITH

FLOOR TILE

TYP

EQ

EQ

"

0

-

'

2

PT-2A

CONCEALED

SPRINKLER HEAD

ALIGN WITH WALL TILE

TL-1

TPTN-1

TA-11

MIRROR

TL-1

TA-11

TA-27

TA-9

"

0

-

'

9

TA-12

5

______

A561

SIM

TA-4

"

5

-

'

2

"

6

-

'

1

.

P

Y

T

BASE2A

3' - 7"

BASE2B

BASE2A

2' - 6"

Q

E

B

Q

E

Q

E

Q

E

START TILE INSTALLATION FROM

THIS WALL FOR ALIGNMENT

9

14 LEVEL 1 STAFF RESTROOMS FLOOR PATTERN

A151

1/4" = 1'-0"

11 MEN'S 106 - EAST

A151

1/4" = 1'-0"

12 MEN'S 106 - SOUTH

A151

1/4" = 1'-0"

13 MEN'S 106 - WEST

A151

1/4" = 1'-0"

START TILE INSTALLATION

FROM THIS CORNER FOR

ALIGNMENT

3

ALIGN WITH WALL TILE, TYP.

9 LEVEL 1 RESTROOMS FLOOR PATTERN

A151

1/4" = 1'-0"

START TILE INSTALLATION FROM

THIS WALL FOR ALIGNMENT

EQ

EQ

10

10.1

15 FAMILY 116 FLOOR PATTERN

A151

1/4" = 1'-0"

PT-2A

ALIGN

TA-9

TA-13

TA-12

TA-4

"

6

-

'

2

"

6

-

'

1

.

P

Y

T

"

0

-

'

3

TA-28

ADA PIPING

COVERS

TA-28

1' - 5"

BASE2B

2' - 9"

BASE2B

PT-2A

TA-24

TA-25

"

0

1

-

'

2

PT-2A

PT-2A

DPTN-1A

TL-1

116

TA-12

TA-4

TA-14

"

6

-

'

1

"

6

-

'

2

BASE2B

BASE2B

BASE2A

5' - 6 5/8"

B3

A

2' - 10"

2' - 0"

F3

A

16 FAMILY 116 - NORTH

A151

1/4" = 1'-0"

17 FAMILY 116 - EAST

A151

1/4" = 1'-0"

18 FAMILY 116 -SOUTH

A151

1/4" = 1'-0"

19 FAMILY 116 - WEST

A151

1/4" = 1'-0"

6"

MAX

42" MIN

36" MIN

12"

24"

54" MIN

39" - 41"

12"

MAX

42"

MIN

42" MAX

24" MIN

42" MAX

36" MAX

24" MIN

"

1

4

-

"

9

3

"

6

3

-

"

3

3

"

8

1

I

N

M

"

9

1

-

"

7

1

I

N

O

T

C

U

R

T

S

B

O

I

N

O

T

C

U

R

T

S

B

O

16" - 18"

SEE BELOW

60" CLEAR MIN

56" MIN CLEAR FOR WALL HUNG WATER CLOSET

MN CODE:

78" MIN CLEAR FOR ALL WATER CLOSET OR

48" MIN CLEAR IN FRONT OF WATER CLOSET

X

A

M

"

9

1

N

E

R

D

L

I

H

C

R

O

F

"

8

1

I

N

M

X

A

M

"

8

4

"

8

1

I

N

M

PROTRUDING DISPENSER BELOW

GRAB BAR

RECESSED

EXCEPTION:

TOILET PAPER DISPENSERS THAT ACCOMMODATE A MAXIMUM OF TWO TOILET PAPER

ROLLS OF NOT MORE THAN 5" DIAMETER EACH SHALL BE INSTALLED BENEATH

HORIZONTAL GRAB BAR AND 7" - 9" BEYOND THE FRONT EDGE OF WATER CLOSET

MEASURED FROM THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE

DISPENSER SHALL BE 15" MIN AND 48" MAX ABOVE THE FLOOR

30" MIN

15"

MIN

I

N

O

T

C

U

R

T

S

B

O

I

N

O

T

C

U

R

T

S

B

O

"

7

1

X

A

M

13 1/2" MIN

30" MIN

15"

MIN

I

N

O

T

C

U

R

T

S

B

O

X

A

M

"

4

3

I

N

M

"

9

2

I

N

M

"

9

8"

MIN

I

N

M

"

7

2

NOTE:

MANUAL FLUSH CONTROL @ 48" MAX AFF

NOTE:

EXPOSED PIPES SHALL BE

INSULATED OR

CONFIGURED TO PROTECT

AGAINST CONTACT

6" MAX

11" MIN

TOE AND KNEE CLEARANCE

2 LEVEL 1 FAMILY RESTROOM

A151

1/4" = 1'-0"

TL-1

TA-17A

TA-11

ALIGN WITH

FLOOR TILE

TL-1

9

ADA PIPING

COVERS

1' - 7 1/4"

"

4

-

'

3

TA-12

"

0

1

-

'

2

"

6

-

'

1

TA-12

TA-14

"

6

-

'

2

"

6

-

'

1

.

P

Y

T

TA-4

"

6

-

'

2

2' - 0"

4' - 11"

1' - 5" 1' - 9" 1' - 11 3/4" 2' - 1"

2' - 4"

3' - 2 5/8"

ALIGN WITH FLOOR TILE

BASE2A

EQ

BASE2A

EQ

/

"

2

1

5

-

'

1

B

"

2

-

'

4

"

1

-

'

8

B3

A

TA-11

B6

A

TA-11

TA-11

B6

A

9

-

A

T

TA-11

TA-12

ALL GENDER

137

FD

20

4

1

-

A

T

4

-

A

T

4

1

-

A

T

4

-

A

T

2

1

-

A

T

ALL GENDER

138

9

-

A

T

24

FD

23

A151

21

27

A151

25

22

26

B3

A

6

-

A

T

B3

A

A

9

1

-

A

T

9

10

A505

8

WELLNESS

139

137

138

139

8' - 4"

3' - 8 3/4"

4' - 5"

B6

A

3 LEVEL 1 STAFF ALL GENDER RESTROOMS

A151

1/4" = 1'-0"

20 ALL GENDER 137 - NORTH

A151

1/4" = 1'-0"

21 ALL GENDER 137 - EAST

A151

1/4" = 1'-0"

22 ALL GENDER 137 - SOUTH

A151

1/4" = 1'-0"

23 ALL GENDER 137 - WEST

A151

1/4" = 1'-0"

COLUMN

PT-2A

ALIGN WITH

FLOOR TILE

TL-1

PT-3A

TA-17B

TA-11

"

6

-

'

1

P

Y

T

"

4

-

'

3

"

6

-

'

2

TL-1

BASE2A

ADA PIPING

COVERS

PT-2A

TA-9

PT-2A

138

X

A

M

"

8

4

T

R

A

P

E

L

B

A

R

E

P

O

I

E

C

V

E

D

E

H

T

F

O

T

S

E

H

G

H

O

T

I

E

R

U

S

N

I

O

T

D

R

A

W

R

O

F

H

C

A

E

R

"

0

4

D

E

T

S

E

G

G

U

S

I

G

N

T

N

U

O

M

R

O

F

S

T

H

G

E

H

I

I

E

R

O

S

S

E

C

C

A

E

L

B

A

R

E

P

O

S

S

U

O

R

A

V

I

F

O

T

R

A

P

I

E

C

V

E

D

TL-1

TA-4

TA-14

"

6

-

'

2

PT-2A

137

BASE2B

SEE

DOOR SCHEDULE

TA-9

TA-19C

"

6

-

'

5

"

0

-

'

4

BASE2B

PT-2A

WATER CLOSETS AND GRAB BARS

DISPENSERS

URINAL

SINK / LAVATORIES

60" MIN

6" MAX

EDGE

OF SEAT

27" MAX

16"

MIN

CONTROL WALL

I

N

M

"

0

3

L

L

A

W

T

A

E

S

"

6

X

A

M

"

0

3

L

L

A

W

E

D

S

I

X

A

M

"

4

X

A

M

"

8

4

I

N

M

"

8

3

36"

18"

18"

22" - 23"

12" - 15" MAX

"

8

1

I

N

M

"

6

-

"

3

"

6

3

-

"

3

3

BACK WALL

L

L

A

W

T

A

E

S

"

4

X

A

M

L

L

A

W

L

O

R

T

N

O

C

"

6

3

"

8

1

I

N

M

"

6

-

"

3

"

6

3

-

"

3

3

X

A

M

"

8

4

I

N

M

"

8

3

CONTROL WALL

BACK WALL

CONTROL WALL

/

"

2

1

1

X

A

M

"

3

X

A

M

2 1/2"

MAX

15" - 16"

"

5

1

-

"

4

1

RECTANGULAR

SEAT

15"

MIN

I

N

O

T

C

U

R

T

S

B

O

X

A

M

"

6

3

T

U

O

P

S

F

O

P

O

T

STANDARD ROLL-IN TYPE SHOWER

TRANSFER-TYPE SHOWER

SHOWER

COMPARTMENT SEAT

DRINKING FOUNTAIN

FRAME

"

6

6

"

8

4

.

.

O

B

X

A

M

"

0

4

.

T

C

E

L

F

E

R

F

O

E

G

D

E

R

O

R

R

M

I

N

E

P

O

N

I

"

4

3

"

5

3

I

N

O

T

S

O

P

I

M

O

R

F

"

2

R

O

F

O

M

O

T

T

O

B

"

4

1

I

I

N

O

T

T

R

A

P

R

E

V

E

H

C

H

W

I

R

E

H

G

H

S

I

I

TA-6

TA-7

TA-9

TA-11

TA-13

TA-14

TA-17A

TA-19A

TA-23

TA-24

TA-25

SEE ELEVATIONS FOR MOUNTING HEIGHTS

3' - 3"

BASE2B

BASE2B

EQ

BASE2A

EQ

MISCELLANEOUS TOILET ACCESSORIES MOUNTING HEIGHTS

SEE DOOR

SCHEDULE

24 ALL GENDER 138 - NORTH

A151

1/4" = 1'-0"

25 ALL GENDER 138- EAST

A151

1/4" = 1'-0"

26 ALL GENDER 138 - SOUTH

A151

1/4" = 1'-0"

27 ALL GENDER 138 - WEST

A151

1/4" = 1'-0"

TA-4

TA-6

TA-9

TA-11

TA-12

TA-13

TOILET TISSUE DISPENSER JUMBO-ROLL

TA-14

SANITARY-NAPKIN DISPOSAL UNIT

TA-24

DIAPER-CHANGING STATION

PAPER TOWEL (ROLL) DISPENSER (OFCI)

TA-17A

MIRROR UNIT (FRAMED)

COMBINATION TOWEL (ROLL) DISPENSER / WASTE RECEPTACLE

LIQUID-SOAP DISPENSER (OFCI)

GRAB BAR

VENDOR

TA-19A

HOOK

TA-19B

HOOK

TA-19C

HOOK

TA-19D

HOOK

TA-25

CHILD PROTECTION SEAT

TA-26

TA-27

ADULT-CHANGING STATION

SHARPS DISPOSAL (OFCI)

TA-28

DIAPER DISPOSAL

FIXTURE AND ACCESSORY MOUNTING HEIGHTS

1/4" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

TOILET ROOM PLANS

AND ELEVATIONS

A151

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

2

2

:

0

5

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

r

e

y

e

M

t

h

g

i

r

y

p

o

C

3

2

0

2

i

g

n

w

a

r

D

Page 93 of 202

3

5 3/4"

1' - 0 1/2"

13' - 4 1/4"

5

ALIGN WITH WALL TILE AND

COUNTERTOP

START TILE INSTALLATION FROM

THIS WALL FOR ALIGNMENT

A

"

1

-

'

1

"

0

-

'

6

"

2

-

'

4

1

"

6

-

'

2

"

8

/

5

1

-

'

4

"

2

/

1

8

-

'

5

"

5

-

'

1

A

ALIGN WITH

WALL TILE, TYP.

A.1

"

0

-

'

5

"

0

-

'

1

TA-13

TA-24

1

1

-

A

T

7

2

-

A

T

"

0

1

-

'

2

WOMEN

212

6

9

A152

7

8

9

-

A

T

212

213

SIM

15

______

A571

5' - 6"

6' - 3"

CLEAR

FD

2

1

-

A

T

"

8

-

'

4

I

N

M

TA-14

TA-4

TA-12

TA-12

1' - 2"

TA-14

TA-4

"

1

-

'

3

TA-12

JANITORIAL

213

8' - 9 3/4"

7

2

-

A

T

1

1

-

A

T

TA-9

"

0

-

'

5

10

13

A152

11

214

12

4

2

-

A

T

FD

MEN

214

"

8

/

1

9

-

'

8

TA-4

TA-12

2

1

-

A

T

8' - 5 1/2"

1' - 0"

Q

E

Q

E

"

7

-

'

5

DRINKING

FOUNTAINS,

REFER TO

PLBG DWGS

ALIGN WITH

WALL TILE, TYP.

3

"

4

6

/

9

3

START TILE INSTALLATION

FROM THIS CORNER FOR

ALIGNMENT

1 LEVEL 2 PUBLIC RESTROOMS

A152

1/4" = 1'-0"

5 LEVEL 2 RESTROOMS FLOOR PATTERN

A152

1/4" = 1'-0"

17

______

A572

B6

A

B6

A

A507

1

TA-25

16

______

A572

MPNL-1A

16

______

A567

16

______

A552

B6

A

TA-28

TA-26

4' - 10 1/4"

A

9

1

-

A

T

237

3' - 2 1/4"

ALL GENDER

237

2

1

-

A

T

4

-

A

T

4

1

-

A

T

14

17

A152

15

16

TA-12

FD

TA-9

TA-13

B6

A

F3

TA-11

F3

"

1

-

'

2

"

4

/

1

7

-

'

6

"

2

-

'

4

DRINKING

FOUNTAINS,

REFER TO

PLBG DWGS

1' - 5 1/2"

8' - 0"

11' - 7 3/4"

F6

1' - 7"

1' - 1 1/4"

9

______

A572

2 237 ALL GENDER RESTROOM

A152

1/4" = 1'-0"

1' - 0"

CLEAR

8' - 10"

2' - 8"

SIM/REV

16

______

A572

B6

A

"

4

"

4

/

1

1

-

'

8

B6

A

FEC-1

A

9

1

-

A

T

236

"

2

/

1

0

1

-

'

5

4

2

-

A

T

8

2

-

A

T

TA-9

TA-11

ALL GENDER

236

18

FD

20

A152

19

F6

A

2

1

-

A

T

21

TA-12

TA-13

TA-4 TA-14

B6

A

"

8

-

'

1

"

8

/

5

1

1

-

'

4

"

8

/

5

5

-

'

1

B6

A

F6

A

235

8

A507

7

A507

WELLNESS

235

TA-11

"

6

-

'

3

TA-6

TA-28

TA-25

B6

A

F3

3 ALL GENDER 236 RESTROOM

A152

1/4" = 1'-0"

10

10.1

6' - 0"

231

TA-13

ALL GENDER

231

22

25

A152

23

24

9

-

A

T

2

1

-

A

T

4

-

A

T

4

1

-

A

T

3

1

-

A

T

9

-

A

T

/

"

2

3

1

2

5

-

'

2

/

"

4

3

0

1

-

'

3

GRAB BAR FOR

COURTESY.

THIS RESTROOM IS

NOT INTENDED TO

BE ACCESSIBLE

9' - 1 3/4"

230

26

29

A152

27

ALL GENDER

230

28

TA-12

BENCH

2

1

-

A

T

4

-

A

T

4

1

-

A

T

1' - 5" 2' - 6 1/8"

4' - 4 7/16"

1' - 5"

LOCKERS

4 EAC ALL GENDER RESTROOMS

A152

1/4" = 1'-0"

ALIGN WITH FLOOR

TILE, TYP.

TPTN-1

TL-1

TL-1

TA-13

TA-11

TA-27

TA-24

ALIGN

"

0

1

-

'

2

"

6

"

0

-

'

4

"

4

"

0

1

-

'

2

MIRROR

PT-2A

TA-9

END TILE AT PARTITION

TPTN-1

PT-2A

5"

212

IS THIS THE

RIGHT HT?

"

0

1

-

'

3

TL-1

TA-12

TA-4

TA-14

"

6

-

'

2

COVE LIGHT -

CONTINUE FINISH

ALIGN WITH FLOOR

TILE, TYP.

"

8

/

7

8

"

6

-

'

2

"

6

-

'

1

.

P

Y

T

TPTN-1

TL-1

TA-12

BASE2A

2' - 4"

3' - 10"

5' - 0"

BASE2B

BASE2B

BASE2A

3' - 11 1/4"

BASE2A

6 WOMENS 212 - NORTH

A152

1/4" = 1'-0"

7 WOMENS 212 - EAST

A152

1/4" = 1'-0"

8 WOMENS 212 - SOUTH

A152

1/4" = 1'-0"

9 WOMENS 212 - WEST

A152

1/4" = 1'-0"

TL-1

TA-11

TA-27

PT-2A

TA-9

"

0

-

'

4

PT-2A

5"

214

"

0

1

-

'

3

PT-2A

TA-24

"

0

1

-

'

2

ALIGN WITH

FLOOR TILE

"

8

/

7

8

TL-1

TA-12

TA-4

"

6

-

'

2

"

6

-

'

1

BASE2B

4' - 0"

BASE2B

BASE2B

EQ

EQ

BASE2B

3' - 11 1/4"

BASE2A

COVE LIGHT -

CONTINUE FINISH

ALIGN WITH

FLOOR TILE

TL-1

TPTN-1

MIRROR

"

6

-

'

2

"

6

-

'

1

.

P

Y

T

TA-12

"

0

1

-

'

2

"

6

3' - 11 1/4"

"

0

1

-

'

2

BASE2A

BASE2B

10 MENS 214 - NORTH

A152

1/4" = 1'-0"

11 MENS 214- EAST

A152

1/4" = 1'-0"

12 MENS 214 - SOUTH

A152

1/4" = 1'-0"

13 MENS 214 - WEST

A152

1/4" = 1'-0"

PT-2A

ADULT CHANGING TABLE

(HEIGHT ADJUSTABLE)

2' - 8 1/16"

TA-28

TA-26

"

2

-

'

3

3' - 2"

2' - 0"

TA-25

"

0

1

-

'

3

BASE2B

ADULT CHANGING TABLE

EMERGENCY STOP

ALIGN

PT-2A

TL-1

TA-11

PT-2A

"

6

1

/

3

1

0

-

'

8

"

6

-

'

5

237

TA-19A

"

0

-

'

4

TA-25

TL-1

TL-1

PT-2A

PT-2A

TA-11

TA-17A

TA-13

"

0

-

'

5

ADA PIPING

COVERS

TA-9

TA-12

"

0

-

'

3

BASE2A

"

6

-

'

1

"

8

-

'

9

"

6

1

/

3

1

0

-

'

8

T

H

R

O

O

D

H

T

W

N

G

I

L

A

I

"

8

-

'

9

TA-12

TA-4

TA-14

"

6

-

'

2

"

6

-

'

1

CURVED WALL

"

6

1

/

3

1

0

-

'

8

R

O

O

D

H

T

W

N

G

I

L

A

I

BASE2B

BASE2A

EQ

EQ

3' - 11 1/4"

EQ

EQ

BASE2A

LEVEL 2

118'-0"

14 237 ALL GENDER - NORTH

A152

1/4" = 1'-0"

15 237 ALL GENDER - EAST

A152

1/4" = 1'-0"

16 237 ALL GENDER - SOUTH

A152

1/4" = 1'-0"

17 237 ALL GENDER - WEST

A152

1/4" = 1'-0"

PT-2A

1' - 6" 1' - 6"

TA-9 TA-11

BASE2B

2' - 4"

TA-17A

TA-11

ADA PIPING

COVERS

"

0

-

'

3

BASE2A

TL-1

TL-1

TA-12

"

6

1

/

3

1

0

-

'

8

T

H

R

O

O

D

H

T

W

N

G

I

L

A

I

PT-2A

236

TA-19A

"

6

-

'

5

"

0

-

'

4

TA-24

"

0

1

-

'

2

TA-28

TL-1

TL-1

"

8

-

'

9

"

6

1

/

3

1

0

-

'

8

TA-13

TA-12

TA-14

TA-4

"

6

1

/

3

1

0

-

'

8

T

H

R

O

O

D

H

T

W

N

G

I

L

A

I

BASE2B

3' - 11 1/4"

BASE2A

18 ALL GENDER 236 - NORTH

A152

1/4" = 1'-0"

19 ALL GENDER 236 - EAST

A152

1/4" = 1'-0"

20 ALL GENDER 236 - SOUTH

A152

1/4" = 1'-0"

21 ALL GENDER 236 - WEST

A152

1/4" = 1'-0"

PT-2B

TA-19B

231

"

6

-

'

5

"

0

-

'

4

"

0

-

'

5

BASE2B

PT-2A

TA-9

TA-11

BASE2B

TA-17B

TA-11

ADA PIPING

COVERS

"

4

-

'

3

BASE2A

TL-1

TL-1

TA-14 TA-4

BASE2A

22 231 ALL GENDER - NORTH

A152

1/4" = 1'-0"

23 231 ALL GENDER - EAST

A152

1/4" = 1'-0"

24 231 ALL GENDER - SOUTH

A152

1/4" = 1'-0"

25 231 ALL GENDER - WEST

A152

1/4" = 1'-0"

PT-2B

TL-1

230

TA-19B

"

6

-

'

5

"

0

-

'

4

TA-12

TA-4

TA-14

TL-1

TA-17B

TA-11

TA-4

TA-12

"

5

-

'

2

"

4

-

'

3

ADA PIPING

COVERS

PT-2A

ALIGN

TA-9 TA-13

BASE2B

BASE2A

BASE2A

8' - 6 1/2"

2' - 8 1/2"

BASE2B

2' - 6"

26 230 ALL GENDER - NORTH

A152

1/4" = 1'-0"

27 230 ALL GENDER- EAST

A152

1/4" = 1'-0"

28 230 ALL GENDER - SOUTH

A152

1/4" = 1'-0"

29 230 ALL GENDER - WEST

A152

1/4" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

TOILET ROOM PLANS

AND ELEVATIONS

A152

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5

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7

2

/

6

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Page 94 of 202

3

______

A363

7

______

A363

9

______

A189

4

______

A363

13

______

A189

4

______

A252

ROOF-4

ROOF-4

T.O. BENT PLATE

130' - 11"

STORAGE

243

13

______

A364

8

______

A363

LEVEL 2

118' - 0"

ROOF-5

7

______

A356

SIM

2D

BY OTHERS

"

0

1

ROOF-5

LEVEL 2

118' - 0"

"

4

/

3

4

-

'

3

"

4

/

1

7

-

'

4

1

2A

11

______

A372

LEVEL 1

100' - 0"

144

12

______

A372

FLOR1B

LEVEL 1

100' - 0"

5

______

A352

5

______

A352

SIM

5

______

A352

SIM

3 KILN - WEST WALL SECTION

A189

1/4" = 1'-0"

4 KILN - EAST WALL SECTION

A189

1/4" = 1'-0"

1

______

A363

GUTTER

2

______

A189

PROVIDE MANUFATCURER'S STANDARD

DETAIL FOR FLUE PENETRATION THOUGH

ROOF-4, TYP.

13

______

A364

LEVEL 2

LEVEL 2

118'-0"

118' - 0"

FIN-1

EXTRUDED ALUMINUM FINS

MPNL-10

PERF ALUM PANEL

MTL PANEL JOINTS ALIGNED WITH

WT SECTIONS BEYOND, TYP;

SEE PLAN DTLS

LEVEL 2

118' - 0"

9

______

A193

KNOX-2

2

______

A193

3

______

A304

22' - 0"

OHDR-1

143

"FULL/OPEN" PARKING SIGN

6

4' - 4"

13

______

A189

18' - 0"

144

OHDR-1

4

______

A304

12

______

A372

4

______

A189

6

11

______

A372

PARKING RAMP

TRASH ENCLOSURE

25' - 0" CLEAR

2A

2D

2D

2 KILN - NORTH WALL SECTION 2

A189

1/4" = 1'-0"

9

______

A189

A

A.1

7

8

______

______

A203

A374

10.2

A203

10

______

A372

6

3' - 4"

5

______

A308

2

______

A304

7

A203

3

______

A189

14

______

A372

8

______

A372

3'

-

8

"

R8

1

142B

4"

5' - 0"

1 TRASH ENCLOSURE ENLARGED PLAN

A189

1/4" = 1'-0"

A.1

3

______

A304

9

______

A189

13

______

A189

A189

4

______

A304

"

0

1

-

'

6

3

______

A364

"

3

3' - 8"

3' - 8"

3' - 8"

3' - 8"

3' - 8"

3' - 8"

3' - 8"

8

3' - 8"

1' - 2 29/32"

3' - 8"

7 3/32"

3' - 8"

3' - 5 13/32"

13

______

A364

VIF

3"

5

______

A364

"

0

1

-

'

6

Q

E

Q

E

Q

E

"

1

-

'

6

1

9

______

A364

Q

E

10

______

A364

Q

E

"

1

1

-

'

2

2

4

______

A189

2

______

A189

12

A189

FUTURE

KILN

GAS

KILN

SODA

KILN

+

/-

6'

- 1

1

1/2

"

V

IF

11

A189

3

______

A189

BLRD-2

3

______

A186

POINT OF

BEGINNING

9'

-

8

1/

4

"

1

______

A364

2

______

A364

REV

6

______

A364

242A

8' - 0 1/2"

8' - 0 1/2"

15' - 6"

10.2

5 ENLARGED PLAN - KILN ENCLOSURE

A189

1/4" = 1'-0"

4

______

A364

SIM

8

______

A364

SIM

2

______

A364

Q

E

Q

E

STORAGE

243

"

2

1

/

"

8

/

1

6

______

A364

8

______

A364

243

7

______

A364

14' - 11 1/2"

5 EQ PANELS

7' - 0 1/2"

7' - 5"

OUTDOOR

KILNS

242

16' - 3 3/4"

242B

OHDR-2

8' - 0 1/2"

38' - 7"

6

A189

10

10.2

EQ

EQ

EQ

EQ

OPENING FOR FLUES;

COORD W KILN MFR, TYP

I

F

V

"

8

/

1

4

-

'

5

I

F

V

"

2

/

1

0

1

-

'

4

"

1

1

-

'

3

-

/

+

"

0

-

'

8

"

2

-

'

4

-

/

+

SURFACE MTD LIGHT FIXTURES;

SEE LIGHTING, CONDUIT CAN

BE MTD TO UNDERSIDE OF DECK

FIN-1

EXTRUDED ALUMINUM FINS

ALL EXPOSED STEEL STRUCTURE

TO BE PAINTED PT-4C, TYP.

EXPOSED METAL DECK

TO BE PAINTED PT-4C, TYP.

7 ENLARGED RCP - KILN ENCLOSURE

A189

1/4" = 1'-0"

LIGHT FIXTURE,

SEE ELECT

8' - 5 11/64"

VIF

15' - 9 1/16"

5 EQ PANELS

130' - 5"

14' - 11"

5 EQ PANELS

"

5

-

'

2

1

"

4

-

'

4

"

1

1

-

'

7

"

2

HM DOOR AND FRAME,

PAINT TO MATCH PT-4C

COILING DOOR,

PAINT TO MATCH PT-4C

242A

242B

OHDR-2

6 OUTDOOR KILN & STORAGE SOUTH ELEVATION

A189

1/4" = 1'-0"

7' - 4"

M5+

7' - 4"

M4+

46' - 0 3/4" V.I.F.

7' - 4"

M5+

7' - 4"

M4+

7' - 4"

M5+

1' - 6" 1' - 6"

2' - 2"

1' - 6" 1' - 6"

2' - 2"

1' - 6"

2' - 2"

2' - 2"

1' - 6"

2' - 2"

1' - 6" 1' - 6"

2' - 2"

1' - 6"

2' - 2"

2' - 2"

1' - 6"

2' - 2"

1' - 6" 1' - 6"

2' - 2"

1' - 6" 1' - 6"

A

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

PROVIDE MITER JOINT FOR

TOP RAIL, PAINTED PT-4C

FIN-1

EXTRUDED ALUMINUM FINS

VERTICAL JOINTS

IN PERFORATED MTL PANEL,

ALIGNED WITH CTR OF WT

BEYOND, TYP

MPNL-10

PERF ALUM PANEL

"

1

-

'

8

"

4

-

'

4

"

1

1

-

'

8

"

1

-

'

2

"

5

-

'

2

1

"

2

/

1

2

-

'

2

1

"

0

1

"

7

-

'

4

"

5

-

'

5

LEVEL 2

118' - 0"

PROVIDE MITER JOINT FOR

BOTTOM RAIL, PAINTED PT-4C

CAST IN PLACE CONCRETE WITH FORMLINER FINISH

SEE A204 FOR ELEVATION

SUSPENDED, SELF-

ILLUMINATED SIGN SEE

/1 A193

8 KILN ENCLOSURE NORTH ELEVATION

A189

1/4" = 1'-0"

1' - 4" 1' - 10"

2' - 0"

1' - 4" 1' - 4"

2' - 0"

2' - 3"

1' - 4" 1' - 10" 1' - 4"

PROVIDE END CAP FOR ALL

OPEN END FIN-1, TYP.

1' - 7 1/8" 1' - 10" 1' - 4" 1' - 10" 1' - 10" 1' - 4" 1' - 10" 1' - 10" 1' - 4" 1' - 4"

17' - 9 1/8"

A

B

A

B

A

B

A

A

B

A

B

A

A

B

A

B

A

B

A

B

A

B

PROVIDE MITER

JOINT FOR TOP RAIL,

PAINTED PT-4C

SIM

5

______

A363

243

LEVEL 2

118' - 0"

COORD SCUPPER OPENING

THRU METAL PANEL

PANEL BUTT JOINT

STL CHANNEL DOWNSPOUT

FIN-1

EXTRUDED ALUMINUM FINS

MPNL-10

PERF ALUM PANEL

/

"

2

1

1

-

'

6

"

2

-

'

8

/

"

2

1

3

-

'

4

1

"

5

-

'

5

LEVEL 2

118' - 0"

"

4

-

'

4

"

1

1

-

'

8

/

"

2

1

3

-

'

4

1

"

5

-

'

5

LEVEL 2

118' - 0"

4' - 4"

PROVIDE MITER JOINT

FOR BOTTOM RAIL,

PAINTED PT-4C

9

______

A363

TRASH

ENCLOSURE

EXT

PROVIDE MITER

JOINT FOR TOP RAIL,

PAINTED PT-4C

MPNL-10

PERF ALUM PANEL

FIN-1

EXTRUDED ALUMINUM FINS

"

4

-

'

4

"

1

1

-

'

8

PROVIDE MITER

JOINT FOR BOTTOM

RAIL, PAINTED PT-4C

ROOF-4

GAS

KILN

"

2

/

1

7

-

'

1

OHDR-2

"

2

/

1

0

-

'

0

1

"

5

-

'

8

5

______

A363

9 KILN ENCLOSURE SECTION

A189

1/4" = 1'-0"

1

______

A363

SIM

2

______

A189

4

______

A189

2

______

A363

T.O. BENT PLATE

130' - 11"

ATTACHED AT THE

BACK OF THE FINS

"

0

1

LEVEL 2

118' - 0"

3' - 3 7/32"

6

______

A363

2

______

A363

SIM

T.O. BENT PLATE

130' - 11"

4

______

A364

6

______

A363

SIM

11

______

A372

LEVEL 1

100' - 0"

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

4

0

:

4

5

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

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e

y

e

M

t

h

g

i

r

y

p

o

C

3

2

0

2

i

g

n

w

a

r

D

10 TRASH AND KILN ENCLOSURE - AXON

A189

11 OUTDOOR KILN & STORAGE WEST ELEVATION

A189

1/4" = 1'-0"

12 OUTDOOR KILN & STORAGE EAST ELEVATION

A189

1/4" = 1'-0"

13 KILN ENCLOSURE SECTION 2

A189

1/4" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

KILN AREA ENLARGED

PLANS AND SECTION

A189

Page 95 of 202

4' - 5"

4' - 0"

4' - 0"

4' - 0"

1' - 5"

2' - 7"

4' - 0"

4' - 5"

29' - 9"

3

25' - 11 1/2"

27' - 10 1/2"

6

54' - 6"

A

A.1

A190

4

2' MECHANICAL UNIT CURB - SEE MECHANICAL

MATCH ROOF INSULATION

EP

8

______

A190

DOAS-3

SEE MECHANICAL

A190

6

MPNL-8

"

8

/

3

0

1

-

'

1

1

"

8

/

5

8

-

'

3

"

8

/

5

8

-

'

3

"

8

/

5

8

-

'

3

A

HSS 6x6 POSTS

A.1

HSS 1X2

"

8

/

5

8

-

'

3

"

8

/

5

8

-

'

3

"

8

/

5

8

-

'

3

10

______

A190

"

0

MPNL-8

"

5

-

'

2

1

12

______

A190

3' - 11"

MPNL-8

3' - 10"

HSS6X6 POSTS

A190

3' - 10"

3' - 10"

3' - 10"

3' - 10"

3' - 10"

7

3' - 10"

3' - 10"

3' - 10"

3' - 10"

3' - 10"

3' - 10"

3' - 11"

11 1/2"

HSS1X2

"

7

-

'

4

"

4

-

'

3

"

0

-

'

4

DOAS-2

SEE MECHANICAL

MUA-1

SEE MECHANICAL

L3X2-1/2X1/4 ANGLE

CONTINUOUS

MPNL-8

HSS 6x6 POSTS

"

0

-

'

6

HSS 1X2x1/8

CONTINUOUS

MPNL-8

5

A190

"

4

-

'

2

1

3

______

A190

9

______

A190

11

______

A190

"

6

"

5

-

'

5

14

______

A190

"

1

DOAS 2

MUA 1

HIGH PARAPET

138' - 0"

L3X2-1/2X1/4 ANGLE

CONTINUOUS

MPNL-8

HSS4X4 COLUMNS

HSS 1X2x1/8 CONTINUOUS

I

S

E

R

A

V

T.O. BENT PLATE

130' - 11"

"

0

1

-

'

1

"

0

1

-

'

1

"

9

-

'

1

"

1

1 DOAS 3 UNIT SCREEN

A190

1/4" = 1'-0"

3

MPNL-8

2 DOAS 2 & AHU UNIT SCREENS

A190

1/4" = 1'-0"

1

______

A251

HIGH PARAPET

138' - 0"

T.O. BENT PLATE

130' - 11"

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

4 DOAS-3 MECHANICAL SCREEN WALL - NORTH ELEVATION

A190

1/2" = 1'-0"

MPNL-8

3

______

A190

A.1

A.1

HIGH PARAPET

138' - 0"

8

______

A190

HIGH PARAPET

138' - 0"

MPNL-8

"

0

-

'

6

T.O. BENT PLATE

130' - 11"

T.O. BENT PLATE

130' - 11"

3 SECTION THROUGH DOAS-2 & MUA-1 SCREEN

A190

1/2" = 1'-0"

1

______

A251

L3X2-1/2X1/4 ANGLE

CONTINUOUS

9

______

A190

HSS 6x6 POSTS

"

0

-

'

6

HSS 1X2x1/8

CONTINUOUS

136' - 11"

T.O. MECH SCREEN

11

______

A190

"

6

"

0

1

-

'

1

"

0

1

-

'

1

"

0

1

-

'

1

DOAS 3

SEE MECHANICAL

FACTORY CURB

SEE MECHANICAL

MATCH ROOF INSULATION

FACTORY CURB

SEE MECHANICAL

MATCH ROOF INSULATION

"

6

PROVIDE THERMALLY

BROKEN CONNECTION, TYP.

"

6

-

'

2

T.O. BENT PLATE

130' - 11"

14

______

A190

CONTINUOUS HSS 3x2-1/2x1/4

STEEL ANGLE (GALV)

STEEL PLATE AT TOP OF

POST SEALED TIGHT (GALV)

CONTINUOUS

HSS 1x2x1/8 STEEL GIRTS

(GALV)

MPNL-8

PERFORATED METAL PANELS,

VERTICAL INSTALLATION

HSS 6x6x3/8 STEEL POSTS

(GALV), REFER TO STRUCT

8 SECTION THROUGH DOAS 3 SCREEN

A190

1/2" = 1'-0"

9 MECHANICAL SCREEN TOP OF WALL DETAIL

A190

1 1/2" = 1'-0"

CUSTOM BEND LAST PANEL IN FIELD

PER FIELD CONDITION AROUND

CORNER TO MAKE CONTINUOUS, TYP.

STEEL PLATE AT END OF

GIRTS SEALED TIGHT (GALV)

A.1

INSTALLATION OF PANEL SHALL

BE CONTINUOUS AROUND

CORNER

MPNL-8

PERFORATED METAL PANELS,

VERTICAL INSTALLATION

SEE ELEVATIONS FOR PANEL

TYPE, TYP (PULSE: P2, P3 OR P4)

HSS 6x6x3/8 STEEL POSTS

(GALV), REFER TO STRUCT

HSS 1x2x1/8 STEEL GIRTS

(GALV)

MPNL-8

PERFORATED METAL PANELS,

VERTICAL INSTALLATION

HSS 1x2x1/8 STEEL GIRTS

(GALV)

HSS 6x6x3/8 STEEL POSTS

(GALV), REFER TO STRUCT

5 DOAS-2 MECHANICAL SCREEN WEST ELEVATION

P4

P4

P4

P3

P3

P2

P2

P2

P2

P3

P4

P2

P3

6 DOAS-3 MECHANICAL SCREEN- EAST ELEVATIONS

P4

P4

P3

P3

P2

P2

P2

A190

1/2" = 1'-0"

A190

1/2" = 1'-0"

MPNL-8

6

54' - 6"

P2

P3

P2

P4

P2

10 MECH SCREEN CORNER PLAN DETAIL

A190

1 1/2" = 1'-0"

11 MECHANICAL SCREEN GIRT DETAIL

A190

1 1/2" = 1'-0"

HIGH PARAPET

138' - 0"

"

0

-

'

6

T.O. BENT PLATE

130' - 11"

"

0

-

'

1

"

2

T.O. BENT PLATE

130' - 11"

"

1

MPNL-8

PERFORATED METAL PANELS,

VERTICAL INSTALLATION

SEE ELEVATIONS FOR PANEL

TYPE, TYP (PULSE: P2, P3 OR P4)

HSS 1x2x1/8 STEEL GIRTS

(GALV)

HSS 6x6x3/8 STEEL POSTS

(GALV), REFER TO STRUCT

STEEL PLATE AT END OF

GIRTS SEALED TIGHT (GALV)

HSS 6x6x3/8 STEEL POSTS

(GALV), REFER TO STRUCT

MPNL-8

PERFORATED METAL PANELS,

VERTICAL INSTALLATION

HSS 1x2x1/8 STEEL GIRTS

(GALV)

BOOT FLASHING COLLAR

AND SEALANT AT PERIMETER

BOOT PENETRATION

FLASHING

ROOF1A

TBM-1

THERMALLY BROKEN CONNECTION,

REFER TO STRUCT

STEEL WIDE FLANGE BEAM,

REFER TO STRUCT

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

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e

d

o

t

u

A

M

A

2

2

:

4

5

:

0

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

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3

2

0

2

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w

a

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D

7 DOAS-2 MECHANICAL SCREEN WALL - NORTH ELEVATION

P4

P4

P4

P4

P3

P3

P3

P3

P2

P2

P2

P2

P2

A190

1/2" = 1'-0"

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

P2

P3

P2

P4

P2

P3

P4

12 MECH SCREEN END PLAN DETAIL

A190

1 1/2" = 1'-0"

14 MECHANICAL SCREEN BASE DETAIL

A190

1 1/2" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

ROOF MECHANICAL

SCREEN ENLARGED

PLAN AND DETAILS

A190

Page 96 of 202

130' - 5"

6"

"

0

1

MPNL-5

INSULATED METAL ROOF PANEL

ON STEEL DECK; SEE STRUCT

GUTTER STRAPS BY IM ROOF MFR; PROVIDE

BUTYL TAPE ON UNDERSIDE

ROOF PANEL CLIPS; FASTEN PER MFR

BUTYL SEALANT END DAM;

FILL INT JOINT CAVITY

CONT SEALANT

"

4

/

1

1

-

'

1

ALUM GUTTER

BRAKE MTL Z

DECK CLOSURE

129' - 3 3/4"

STEEL BEAM;

SEE STRUCT,

PAINTED PT-4C

MPNL-10

PERFORATED CLADDING;

FASTEN TO STEEL STRUCTURE WITH PAN HEAD

FASTENERS, FINISH TO MATCH ALUM PANEL

NO CONNECTIONS ABOVE BOTTOM OF BEAM

BENT PLATE ANGLE BOTH SIDES; WELD TO

STEEL BEAM; THROUGH-BOLT WT

SUBFRAME, W/ SLOTTED HOLES

WT SUBFRAME TO SUPPORT PERF

METAL CLADDING;

PAINT ALL EXPOSED

PT-4C

STEEL, PT-4C

132' - 1"

4"

10"

1/4" / 12"

130' - 5"

EQ EQ

1 1/2"

5"

MPNL-5

INSULATED METAL ROOF PANEL

ON STEEL DECK; SEE STRUCT

ROOF PANEL CLIPS; FASTEN PER MFR

BUTYL SEALANT END DAM;

FILL INT JOINT CAVITY PER

MANUFACTURER'S

STANDARD DETAILS

BRAKE MTL EAVE TRIM BY

ROOF MFR; FASTEN TO BM

WITH POP RIVETS

MPNL-10

PERFORATED CLADDING;

SEE ELEVATIONS FOR EXTENTS

COORD SLOT IN MPNL-10

PANELS FOR KNIFE PLATES

MPNL-10

FIN-1

EXTRUDED ALUMINUM FINS

STL KNIFE PLATE ANCHOR AT

VERTICAL FIN; FASTENERS

PREFINISHED TO MATCH FINS

STL TAB WELDED TO

STRUCTURAL BEAM, BOLTED

TO KNIFE PLATE ANCHOR, TYP.

WT SUBFRAME, BEYOND

STL POST; SEE STRUCT

FASTENERS INTO WT

SUBFRAME, NOT HSS

COLUMNS; SEE PLAN DETAIL

PAINT ALL EXPOSED

PT-4C

STEEL, PT-4C

FIN-1

EXTRUDED ALUMINUM FINS

MPNL-10

PERFORATED CLADDING;

SEE ELEVATIONS FOR EXTENTS

STL TAB WELDED TO

STRUCTURAL BEAM, BOLTED

TO KNIFE PLATE ANCHOR, TYP.

STL KNIFE PLATE ANCHOR AT

VERTICAL FIN; FASTENERS

PREFINISHED TO MATCH FINS

PAINT ALL EXPOSED

PT-4C

STEEL, PT-4C

3 EXT DETAIL - KILN WEST ROOF COPING

A363

1 1/2" = 1'-0"

T.O. BENT PLATE

130' - 11"

BRAKE MTL RAKE TRIM BY

ROOF MFR; FASTEN TO BM

WITH POP RIVETS

MPNL-5

INSULATED METAL ROOF PANEL

ON STEEL DECK; SEE STRUCT

BRAKE MTL EAVE TRIM BY

ROOF MFR; FASTEN TO BM

WITH POP RIVETS

MPNL-5

INSULATED METAL ROOF PANEL

ON STEEL DECK; SEE STRUCT

6"

ROOF PANEL CLIPS;

FASTEN PER MFR

STEEL BEAM;

SEE STRUCT

ROOF PANEL CLIPS;

FASTEN PER MFR

STEEL BEAM;

SEE STRUCT

3 1/2"

2 1/2"

130' - 5"

"

8

T.O. BENT PLATE

130' - 11"

FIN-1

EXTRUDED ALUMINUM FINS

BENT PLATE ROOF EDGE,

REFER TO STRUCT

MPNL-10

PERFORATED CLADDING;

SEE ELEVATIONS FOR EXTENTS

STL TAB WELDED TO

STRUCTURAL BEAM, BOLTED

TO KNIFE PLATE ANCHOR, TYP.

STL KNIFE PLATE ANCHOR AT

VERTICAL FIN; FASTENERS

PREFINISHED TO MATCH FINS

COORD SLOT IN MPNL-10

PANELS FOR KNIFE PLATES

MPNL-10

STL POST; SEE STRUCT

COORD SLOT IN MPNL-10

MPNL-10

PANELS FOR KNIFE PLATES

STL POST; SEE STRUCT

6 1/2"

10"

PAINT ALL EXPOSED

PT-4C

STEEL, PT-4C

4 EXT DETAIL - KILN EAST ROOF COPING

A363

1 1/2" = 1'-0"

1 EXT DETAIL - SOUTH GUTTER @ KILN ENCLOSURE

A363

1 1/2" = 1'-0"

2 EXT DETAIL - NORTH COPING @ KILN ENCLOSURE, TYP

A363

1 1/2" = 1'-0"

HSS 5"x5"x1/2" STEEL

COLUMN BEYOND

MPNL-10

WT SUBFRAME TO

SUPPORT PERF METAL

CLADDING; SEE PLAN FOR

LOCATIONS

ANGLE BETWEEN WT

SUPPORTS FOR FIN

SUPPORT

LEVEL 2

118' - 0"

ALUMINUM KNIFE

DEFLECTION ANCHOR

BENT PLATE ANGLE BELOW, BOTH

SIDES; WELD TO EMBED PLATE;

THROUGH-BOLT WT SUBFRAME

MPNL-10 PANELS, EXTEND

MPNL-10

TO BOTTOM OF SLAB

DRIP, CAST INTO SLAB

STL PLATE ANCHORED

TO CONC WALL, WELD

TO HSS

FIN-1

HSS 3X2X1/4, SEE

ELEVATION

HSS7X2X1/4

SELF-ILLUMINATED

LETTERS, PROVIDE

ELECTRICAL CONNECTION

5

______

A193

1 1/2"

1"

4"

2' - 11 1/4"

+/-

4"

4"

10"

HSS 2X3X1/4

ALIGN

STEEL EMBED, COORD

HOLE FOR CONDUIT,

REFER TO STRUCT

4"

1' - 2"

"

6

PROVIDE 2X2 HOLE AT

BOTTOM OF BEAM FOR

WIRE ACCESS

ROUTE 3/4" CONDUIT WITH

LOW VOLTAGE WIRE

THROUGH HSS BEAM.,

PROVIDE HOLE IN

FACEPLATE

CONDUIT SLEEVE

THROUGH CONC

WALL

CONC-1

FORMLINER FINISH ABOVE GRADE

SEE STRUCTURAL

9

______

A602

OHDR-1

MOTORIZED GARAGE DOOR

8

______

A602

6 EXT DETAIL - KILN NORTH BASE & GARAGE SIGNAGE

A363

1 1/2" = 1'-0"

HSS 5"x5"x1/2" STEEL

COLUMN BEYOND

MPNL-10

ANGLE BETWEEN WT

SUPPORTS FOR FIN

SUPPORT

CONTINUOUS STEEL EDGE

ANGLE, REFER TO STRUCT

LEVEL 2

118' - 0"

ALUMINUM KNIFE

DEFLECTION ANCHOR

CONCRETE SLAB,

REFER TO STRUCT

MPNL-10 PANELS, EXTEND

MPNL-10

TO BOTTOM OF SLAB

FIN-1

EXTRUDED ALUMINUM FINS

CONC-1

FORMLINER FINISH ABOVE GRADE

SEE STRUCTURAL

VOID SPACE BETWEEN

SLABS

CONCRETE SLAB,

REFER TO STRUCT

CONC-1

FORMLINER FINISH ABOVE GRADE

SEE STRUCTURAL

1 1/2"

"

7

-

'

1

T

C

U

R

T

S

E

E

S

HSS 5"x5"x1/2" STEEL

COLUMN BEYOND

MPNL-10

WT SUBFRAME TO

SUPPORT PERF METAL

CLADDING; SEE PLAN FOR

LOCATIONS

FIN-1

EXTRUDED ALUMINUM FINS

COORD PENETRATION THRU

PANEL FOR KNIFE PLATE

ALUMINUM KNIFE

DEFLECTION ANCHOR

LEVEL 2

118' - 0"

L4x7x3/8ANGLE BETWEEN

WT SUPPORTS FOR FIN

SUPPORT

CONTINUOUS STEEL EDGE

ANGLE, REFER TO STRUCT

CONCRETE SLAB,

REFER TO STRUCT

LIQUID MEMBRANE

TERMINATION

FOUNDATION WALL,

REFER TO STRUCT

DMAT-1

WP-1

13

______

A364

8 EXT DETAIL - KILN EAST BASE

A363

1 1/2" = 1'-0"

CONCRETE SLAB ON GRADE,

SEE STRUCTURAL

VB-1

SEE CIVIL FOR GRAVEL

COURSE, TYP.

7 EXT DETAIL - KILN WEST BASE

A363

1 1/2" = 1'-0"

ROOF PANEL CLIPS; FASTEN PER MFR

BUTYL SEALANT END DAM;

FILL INT JOINT CAVITY

ALUM GUTTER

BRAKE MTL Z

DECK CLOSURE

MPNL-10

PERFORATED CLADDING;

FASTEN TO STEEL STRUCTURE WITH PAN HEAD

FASTENERS, FINISH TO MATCH ALUM PANEL

STEEL BEAM;

SEE STRUCT

/

"

4

1

0

-

'

1

"

0

1

130' - 4"

6"

BENT PLATE STEEL CLOSURE;

SEE STRUCT

BENT PLATE STEEL CLOSURE;

SEE STRUCT

STEEL DOOR HEADER;

SEE STRUCT

1/4" STEEL PLATE;

SEE STRUCT

PAINT ALL EXPOSED

PT-4C

STEEL, PT-4C

/

"

4

1

0

1

"

0

1

"

4

/

1

126' - 2"

1"

5"

6"

10 KILN COILING DOOR HEAD DETAIL

A363

1 1/2" = 1'-0"

11 EXT DETAIL - KILN NORTH BASE AT GARAGE DOOR

A363

1 1/2" = 1'-0"

OHDR-1

COILING DOOR

EXPANSION MATERIAL

TRENCH DRAIN, SEE CIVIL

LEVEL 1

100' - 0"

FOUNDATION AND FOOTING, SEE

STRUCTURAL

WP-1, TYP.

LIQUID MEMBRANE AT CORNER

PER WP-1 MANUFACTURER

RECOMMENDATION, TYP.

WP-1 EXTEND DOWN TO FOOTING

DRAIN TILE, REFER TO CIVIL FOR DETAIL

HSS 5"x5"x1/2" STEEL

COLUMN BEYOND

MPNL-10

WT SUBFRAME TO

SUPPORT PERF METAL

CLADDING; SEE PLAN FOR

LOCATIONS

SLAB ON GRADE,

SEE CIVIL

EXPANSION MATERIAL &

CONTINUOUS SEALANT

FOUNDATION WALL,

REFER TO STRUCT

DMAT-1

WP-1

"

7

-

'

1

T

C

U

R

T

T

S

E

E

S

CONC SLAB,

SEE STRUCT

CONCRETE SLAB,

REFER TO STRUCT

"

2

SLOPE

LEVEL 2

118' - 0"

VOID SPACE BETWEEN

SLABS

CONCRETE SLAB,

REFER TO STRUCT

1

0

"

VOID SPACE BETWEEN

SLABS

CONC SLAB,

SEE STRUCT

5 EXT DETAIL - KILN SOUTH BASE

A363

1 1/2" = 1'-0"

STL HEADER;

SEE STRUCT

6"

5"

1"

MPNL-10

PERF ALUM PANEL

LIGHT FIXTURE, COORD MOUNTING

AND CONDUIT ROUTING THRU

METAL PANEL

"

4

/

1

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

1/4" STL PLATE; ATTACH WITH

COUNTERSUNK FASTENERS

HM DOOR AND FRAME FASTENED

INTO STRUCTURAL POST

9 EXT DETAIL - HM DOOR HEAD @ KILN

A363

1 1/2" = 1'-0"

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

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4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

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D

k

s

e

d

o

t

u

A

M

A

7

5

:

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1

:

1

1

5

2

0

2

/

7

2

/

6

.

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,

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y

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3

2

0

2

i

g

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w

a

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D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

EXTERIOR DETAILS KILN

A363

Page 97 of 202

STL POST;

SEE STRUCT

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

BENT PLATE POST EXTENSION,

FULL HEIGHT; WELD AND GRIND

SMOOTH; FINISH TO MATCH POST

ALIGN

ALIGN

1/2"

1/4" STL PLATE; ATTACH WITH

COUNTERSUNK FASTENERS

HM DOOR AND FRAME FASTENED

INTO STRUCTURAL POST

1/4" STL PLATE; ATTACH WITH

COUNTERSUNK FASTENERS

HM DOOR AND FRAME FASTENED

INTO STRUCTURAL POST

STL POST;

SEE STRUCT

SLEEVED BASE PLATE W/

ANCHOR BOLTS IN SLAB,

BELOW; SEE STRUCT

1/2" OFF GRID

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

MPNL-10

PERF ALUM PANEL

EASED RADIUS AT CORNER BRAKE

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

ALIGN

ALIGN

10.2

MPNL-10

PERF ALUM PANEL

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

10.2

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

"

3

"

2

/

1

6

"

2

/

1

3

P

Y

T

BENT PLATE POST EXTENSION,

FULL HEIGHT; WELD AND GRIND

SMOOTH; FINISH TO MATCH POST

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

STL POST;

SEE STRUCT

FIN-1

EXTRUDED ALUMINUM FINS

REFER TO PLAN FOR ORIENTATION

RHYTHM OF FINS VARIES THROUGHOUT

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

MPNL-10

PERF ALUM PANEL

STL POST; SEE STRUCT

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

MPNL-10

PERF ALUM PANEL

FIN-1

EXTRUDED ALUMINUM FINS

PAN HEAD FASTENERS, FINISH

TO MATCH ALUM PANEL;

GRIND FASTENER TIPS AT INT

FACE OF TEE

MPNL-10

PERF ALUM PANEL

"

3

"

2

/

1

6

"

2

/

1

3

P

Y

T

"

2

/

1

6

"

3

"

2

/

1

3

P

Y

T

CONTINUOUS STEEL ANGLE

AT FLOOR, BETWEEN WT

SUBFRAMES

WT SUBFRAME TO SUPPORT

PERF METAL CLADDING; SEE

PLAN FOR LOCATIONS

FIN-1

EXTRUDED ALUMINUM FINS

NE CORNER IS POINT OF BEGINNING FOR FIN

SPACING; REFER TO TYP DETAILS FOR STD SPACING

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

STL POST; SEE STRUCT

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL;

NOTE: THESE FASTENERS ARE CONCEALED BEHIND FINS @

CORNERS, REQ CAREFUL SEQUENCING

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

MPNL-10

PERF ALUM PANEL

1 EXT DETAIL - SOUTHWEST CORNER @ KILN ENCLOSURE

2 EXT DETAIL - HM AND COILING DOOR JAMB @ KILN ENCLOSURE

3 EXT DETAIL - NORTH WEST CORNER AT KILN ENCLOSURE

4 EXT DETAIL - TYPICAL STRUCTURAL FIN @ KILN ENCLOSURE

5 EXT DETAIL - NORTHEAST CORNER @ KILN ENCLOSURE

A364

3" = 1'-0"

A364

3" = 1'-0"

A364

3" = 1'-0"

A364

3" = 1'-0"

A364

3" = 1'-0"

1/4" STL PLATE; ATTACH

WITH COUNTERSUNK

FASTENERS

ALIGN

ALIGN

1/4" SETBACK

OHDR-2

MANUAL COILING DOOR

"E-STYLE" GUIDE RAIL FROM DOOR MFR

BOLTED TO STL POST PER MFR REQ

STL POST;

SEE STRUCT

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

MPNL-10

PERF ALUM PANEL

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

HM DOOR AND FRAME FASTENED

INTO STRUCTURAL POST

1/4" STL PLATE; ATTACH WITH

COUNTERSUNK FASTENERS

N

G

L

A

I

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G

L

A

I

"

2

/

1

3

"

2

/

1

2

"

1

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

STL POST; SEE STRUCT

MPNL-10

MPNL-10 IS NOT TYPICALLY ATTACHED

TO HSS POST, U.N.O - SEE TEE DETAIL

PAN HEAD FASTENERS, FINISH TO

MATCH ALUM PANEL

MPNL-10

PERF ALUM PANEL

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

8"x8" EMBED PLATE IN SLAB BELOW,

SEE STRUCT

BENT PLATE ANGLES BELOW, BOTH

SIDES; WELD TO EMBED; THROUGH-

BOLT WT SUBFRAME, REFER TO STRUCT

WT SUBFRAME TO SUPPORT PERF METAL

CLADDING; SEE PLAN FOR LOCATIONS

3"

"

2

/

1

2

"

2

/

1

2

"

1

"

2

/

1

3

MPNL-10

PERF ALUM PANEL

PAN HEAD FASTENERS, FINISH TO MATCH

ALUM PANEL; GRIND FASTENER TIPS AT

INT FACE OF TEE

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

CONTINUOUS STEEL ANGLE

AT FLOOR, BETWEEN WT

SUBFRAMES

MPNL-10

PERF ALUM PANEL

FIN-1

EXTRUDED ALUMINUM FINS

REFER TO PLAN FOR ORIENTATION

RHYTHM OF FINS VARIES THROUGHOUT

ALUM FINS ATTACHED TO BOTTOM

AND TOP FINS VIA CONCEALED

CLIPS; PREFINISH FASTENERS TO

MATCH FIN, TYP

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

3 1/2"

1' - 4 1/2"

6 1/2"

3"

3 1/2"

TYP

CONTINUOUS STEEL ANGLE

AT FLOOR, BETWEEN WT

SUBFRAMES

MPNL-10

PERF ALUM PANEL

EASED RADIUS AT CORNER BRAKE

4" STL CHANNEL VERTICAL RAIN LEADER;

MITER TO HORIZONTAL LEADER; WELD

MITER JOINT AND GRIND SMOOTH

SLEEVED BASE PLATE W/ ANCHOR

BOLTS IN SLAB, BELOW; SEE STRUCT

STL POST; SEE STRUCT

I

S

N

O

T

A

V

E

L

E

E

E

S

ALIGN

FIN-1

EXTRUDED ALUMINUM FINS

PAINT ALL EXPOSED

STEEL, PT-4C

PT-4C

6 EXT DETAIL - COILING DOOR JAMB @ KILN ENCLOSURE

A364

3" = 1'-0"

7 EXT DETAIL - T INTERSECTION @ KILN ENCLOSURE

A364

3" = 1'-0"

8 EXT DETAIL - TYPICAL WT SUBFRAME @ KILN ENCLOSURE

9 EXT DETAIL - TYPICAL INTERMEDIATE FINS @ KILN ENCLOSURE

10 EXT DETAIL - FIN AT HSS - SE CORNER @ KILN ENCLOSURE

A364

3" = 1'-0"

A364

3" = 1'-0"

A364

3" = 1'-0"

G

4"

2 1/2"

FASTEN TO COLUMN

WIRELESS ACCESS POINT BY

OTHERS, MOUNT AT 22'-0" AFF,

PROVIDE CONDUIT FROM ABOVE

45°

3

1.1

H

EQ

EQ

22.5°

10.1

WIRELESS ACCESS POINT BY

OTHERS, MOUNT AT 12'-0" AFF

WIRELESS ACCESS POINT,

BY OTHERS

11 WIRELESS ACCESS POINT - COLUMN MOUNT

12 WIRELESS ACCESS POINT - PIVOT MOUNT

A364

1 1/2" = 1'-0"

A364

1 1/2" = 1'-0"

13 WIRELESS ACCESS POINT - SOFFIT MOUNT

A364

1 1/2" = 1'-0"

LEVEL 2

118' - 0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

EXTERIOR DETAILS KILN

A364

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Page 98 of 202

3

1

4

B

BUTT JOINT, TYP.

START 16" CMU COURSING

.

O

R

.

"

0

-

'

0

1

PT-3A

SLR-3

"

0

-

'

3

.

P

Y

T

4" CMU, FIRST COURSE, TYP.

IGU-4

10

______

A371

FILM-1

003

BOLLARD FOR

POWER OPERATOR

"

0

-

'

0

1

FILM-1

IGU-4T

IGU-4T

IGU-4T

IGU-4T

IGU-4T

IGU-4T

3' - 10"

SEE DOOR SCHEDULE

3' - 10 5/8"

LOWER LEVEL

85' - 0"

SLR-3

IGU-4T

IGU-4T

IGU-4T

LOWER LEVEL

85' - 0"

N

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W

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INSUL-5

ALIGN

B

N

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A

I

ALIGN

START

16" CMU

COURSING

N

G

L

A

I

1' - 0"

CONTROL JOINT

A.1

B

009B

012

PT-2A

001

SLR-3

SEE DOOR SCHEDULE

ALIGN WITH CMU MODULE, TYP.

SEE DOOR SCHEDULE

CURB, TYP.

LOWER LEVEL

85' - 0"

"

6

-

'

3

FEC-0

BASE1

SEE DOOR SCHEDULE

BASE1

LOWER LEVEL

85' - 0"

1 015 PARKING NORTHWEST VESTIBULE - NORTH

A501

1/4" = 1'-0"

VEHICULAR BOLLARD, SEE LIGHTING

2 015 PARKING AT NORTHWEST VESTIBULE - WEST

A501

1/4" = 1'-0"

3 015 PARKING NORTHEAST - EAST

A501

1/4" = 1'-0"

4 001 FACILITY MANAGEMENT - EAST

A501

1/4" = 1'-0"

4

5

LIGHT FIXTURE

SEE ELECT

6

LIGHT FIXTURE

SEE ELECT

7

LIGHT FIXTURE

SEE ELECT

INSUL-5

INSUL-5

LIGHT FIXTURE

SEE ELECT

PAINT LINE TO ALIGN

WITH EDGE OF SOFFIT

ALIGN

N

G

I

L

A

006A

PT-3A

PT-3A

SLR-3

"

0

-

'

3

4" CMU, FIRST COURSE, TYP.

SEE DOOR SCHEDULE

5 015 PARKING - NORTH

A501

1/4" = 1'-0"

CLNG-4

12' - 3"

INSUL-5

VIEW

OBLIQUE

013

SLR-3

SLR-3

INSUL-5

"

4

/

1

0

-

'

9

LIGHTING

014

1' - 0"

FEC-0

SLR-3

BEHIND

EV SIGNAGE MOUNTED ON

WALL, SEE INTERIOR SIGNAGE

SHEETS

6 015 PARKING - EAST

A501

1/4" = 1'-0"

EV SIGNAGE MOUNTED ON POST

CENTERED AT END OF STALL,

SEE INTERIOR SIGNAGE SHEETS

AND CIVIL

PROVIDE CMU STACK BOND, TYP.

SLR-3

SHOWN SHADED

INSUL-5

EXPOSED CONCRETE

CISTERN

BEYOND

SEE A191

STRUCTURAL

COLUMN

RAMP - OPEN BEYOND

MESH-1

SLR-3

STAMPED FLOOR

PROVIDE SLR-3 FROM

FLOOR TO 3'-0" AFF

ALONG RAMP, TYP.

INSUL-5

ALIGN

N

G

I

L

A

006B

START 16" CMU COURSING

START

16" CMU

COURSING

009A

INSUL-5

ROUGH OPENING TO

MATCH CMU MODULE

TYP.

LOWER LEVEL

85' - 0"

5' - 0"

8' - 7"

EQ

EQ

30' - 9"

EQ

13' - 2"

EQ

EQ

4' - 0"

INSUL-5

7' - 8"

MESH-1

"

2

-

'

1

1

LOWER LEVEL

85' - 0"

"

0

-

'

1

1

"

0

-

'

1

1

"

0

MESH-1

12' - 4"

CENTER OF POSTS

EQ

EQ

INSUL-5

MESH-1

ALL METAL

ASSOCIATED WITH

BIKE CAGE TO BE

GALVANIZED STEEL,

U.N.O.

BLRD-2

KEY CARD ACCESS AT

BIKE CAGE ENTRY

SURFACE MOUNT BASE

PLATES WITH EPOXY-SET

ANCHORS

7 015 PARKING - SOUTH @ STAFF BIKES

8 015 PARKING - EAST @ STAFF BIKES

A501

1/4" = 1'-0"

A501

1/4" = 1'-0"

9 015 PARKING - NORTH @ STAFF BIKES

A501

1/4" = 1'-0"

MOUNT EV CHARGING SIGN ON FACE OF MESH-1 POSTS,

POSTS TO BE CENTERED ON PARKING SPACE, REFER TO

PLAN, SEE INTERIOR SIGNAGE SHEETS

LOWER LEVEL

85' - 0"

9

7

6

INSUL-5

TYP ALL UNDERSIDE AND SIDES

OF BEAMS, COLUMN CAPITALS,

AND SLAB. SEE RCP

LIGHTING

INSUL-5

EXPOSED CONCRETE

EXPOSED CONCRETE

EXPOSED CONCRETE

EXPOSED CONCRETE

SLR-3

SLR-3

SLR-3

MESH-2

"

0

-

'

3

10 PARKING GARAGE - SOUTH (WEST)

A501

1/4" = 1'-0"

SLR-3

5

INSUL-5

INSUL-5

INSUL-5

INSUL-5

4

3

B

9

ELEVATION

CONTINUES,

SEE /10 A501

EXPOSED CONCRETE

SLR-3

"

0

-

'

3

SLR-3

11 PARKING GARAGE - SOUTH (EAST)

A501

1/4" = 1'-0"

VIEW OBLIQUE

SLR-3

12 015 PARKING - WEST

A501

1/4" = 1'-0"

MESH-1

LOWER LEVEL FENCE

015B

VIEW

OBLIQUE

VIEW OBLIQUE

PARKING STOP, TYP.

"

0

-

'

3

SLR-3

27' - 0"

7 EQ SPACES

APPLY SLR-3 AROUND

COLUMN FOR 3'-0" AFF, TYP.

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

SLR-3

C

Acoustic

KRA

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D

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

LOWER LEVEL

85' - 0"

BASE1

LOWER LEVEL

85' - 0"

BASE1

LOWER LEVEL

85' - 0"

13 012 EAC WORKSHOP - WEST

14 012 EAC WORKSHOP - NORTH

A501

1/4" = 1'-0"

A501

1/4" = 1'-0"

ALIGN PAINT WITH SOFFIT ABOVE

INSUL-5

WRAP STRUCTURAL BEAM ON

BOTH SIDES

CLNG-4

13' - 10"

INSUL-5

011

/

"

8

1

7

-

'

4

"

8

/

7

5

-

'

9

PT-2A

PT-2A

011

BASE1

BASE1

LOWER LEVEL

85' - 0"

BASE1

LOWER LEVEL

85' - 0"

15 009 LOADING - EAST

A501

1/4" = 1'-0"

16 011 EAC ELEC - WEST

A501

1/4" = 1'-0"

ALIGN

N

G

I

L

A

PT-3A

PT-2B

002

START 16" CMU COURSING

SLR-3

LOWER LEVEL

85' - 0"

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

INTERIOR ELEVATIONS

LOWER LEVEL

A501

ELEVATION

CONTINUES,

/11 A501

SEE

LOWER LEVEL

85' - 0"

PT-2A

012

PT-2A

PT-2A

CLNG-4

13' - 10"

INSUL-5

MILLWORK - REFER

TO A800 SHEETS

Page 99 of 202

E

C

9

______

A562

PT-2A

CJ

36' - 7 1/8" R.O.

CJ

16

______

A568

B

8

______

A376

HIGH PARAPET

138' - 0"

T.O. BENT PLATE

130' - 11"

PT-2A

OPEN TO

BEYOND

4

______

A562

VIEW

OBLIQUE

DPTN-1C

203

FILM-1

PT-2A

"

8

-

'

9

M

U

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A

D

M

A

E

B

F

O

E

D

S

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A

M

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DPTN-1C

FILM-1

SIM

8

______

A561

202

FILM-1

DPTN-1C

FILM-1

PT-2A

OPEN BEYOND, SEE

/2 A506

205A

SOLID INFILL

DPTN-1C

MPNL-3

EQ

EQ

210

PT-2A

"

8

/

7

8

"

0

-

'

8

DPTN-1C

REFER TO

/11 A506

205A

GL-3

GL-3

MILLWORK - REFER TO

A800 SHEETS

GL-3

.

O

R

.

"

4

/

3

8

-

'

6

"

0

1

-

'

2

B

SEE

/5 A359

MILLWORK - REFER TO A800 SHEETS

PT-2A

PROVIDE BLOCKING FOR TV

4

______

A562

DPTN-1C

.

O

R

.

"

8

-

'

9

PT-2A

OPEN BEYOND

SEE /3 A506

1' - 3"

FEC-3

"

7

-

'

3

HSS STEEL HEADER, PT-3A

4" TECH MODULE

COVE LIGHT -

CONTINUE

FINISH

T.O. BENT PLATE

130' - 11"

11' - 11 1/4"

EQ

EQ

GL-3

GL-3

LEVEL 2

118' - 0"

8' - 0 9/16" R.O.

BASE3A

LEVEL 2

118' - 0"

4 201 ATRIUM AT RECEPTION DESK - SOUTH

A506

1/4" = 1'-0"

5 201 ATRIUM NEAR 210 EAC OFFICE - NORTH

A506

1/4" = 1'-0"

PT-2A

MPNL-2A

RECESSED LIGHTING

4

PT-2A

214

PT-2A

213

PT-2A

212

2

______

A572

3

______

A572

8

______

A408

ELEV-A

ELEVATOR

DOORS

SEE A400s

ALCW-2A

MPNL-1A

MPNL-1A

DPTN-1C

GL-3

FOR THIS WALL

SEE ELEV

/15 A506

BASE6

CURVED CORNER, SEE

PLAN FOR RADIUS

GL-3

GL-3

GL-3

GL-3

GL-3

GL-3

GL-3

GL-3

6 EQUAL

22' - 11 3/4"

SEE SCHED

BASE6

2 EQUAL

7' - 1 5/8"

4" TECH MODULE

SEE MILLWORK ELEVATION

3' - 8 3/4"

LEVEL 2

118' - 0"

8' - 8 5/8"

SEE DOOR 7 3/4"

4 1/2"

SEE DOOR 1' - 7 1/8"

4' - 11 21/32"

5' - 3 3/8"

SEE DOOR

2' - 8 3/8"

SEE DOOR

SCHEDULE

SCHEDULE

9 1/4"

7 11/32"

SCHEDULE

SCHEDULE

GL-3

BASE3A

BASE3A

BASE3A

LEVEL 2

118' - 0"

GL-1T

GL-1T

5' - 11 3/8"

2 EQ SPACES

3' - 8 1/8"

4' - 0 1/4"

1' - 5 1/8"

CURVED WALL

2' - 6 5/16"

3' - 0 19/32"

BASE1

BEHIND MPNL

BASE3A

7' - 6"

GL-3

GL-3

8' - 6"

2 EQ SPACES

"

4

LEVEL 2

118' - 0"

BASE3A

4' - 11 5/16"

1 201 ATRIUM FACING 202 GALLERY - WEST

A506

1/4" = 1'-0"

2 201 ATRIUM FACING RESTROOMS - WEST

A506

1/4" = 1'-0"

3 201 ATRIUM FACING ELEVATOR - NORTH

A506

1/4" = 1'-0"

3

SLOPED CEILING

CJ

9"

9"

SOFFIT

T.O. BENT PLATE

130' - 11"

WEST WALL

C

SOFFIT WALL SET 9"

BACK FROM MAIN

WALL, SEE RCP

LATERAL BRACING,

PT-3A

CJ

PT-2A

PT-2A

16

______

A568

GIFT SHOP

"

8

-

'

9

PT-2A

PT-2A

"

8

-

'

9

204B

PT-2A

BASE3A

BASE3A

LEVEL 2

118' - 0"

BASE3A

SEE DOOR

SCHEDULE

BASE3A

LEVEL 2

118' - 0"

7 GALLERY - WEST

A506

1/4" = 1'-0"

CLERESTORY

BEYOND

SLOPED CEILING

SLOPED CEILING

ABOVE GIFT SHOP

HIGH PARAPET

138' - 0"

T.O. BENT PLATE

130' - 11"

3

9"

205B

SEE DOOR

SCHEDULE

8 GALLERY - NORTH

A506

1/4" = 1'-0"

PT-2A

"

8

-

'

9

BASE3A

LEVEL 2

118' - 0"

CONTROL JOINT, CONTINUOUS

AROUND CORNER, TYP.

CJ

PT-2A

18' - 0"

OPEN BEYOND

SEE

/3 A506

FEC-3

"

7

-

'

3

BASE6

LEVEL 2

118' - 0"

9 201 ATRIUM NEAR 203 THE LOFT - NORTH

A506

1/4" = 1'-0"

6 GALLERY - SOUTH

A506

1/4" = 1'-0"

3

B

OPEN TO 201

ATRIUM BEYOND

PT-3A

4

______

A562

PT-2A

4

______

A562

SEE DOOR

SCHEDULE

4' - 5 1/2"

4' - 5 1/2"

CURVED CEILING

T.O. BENT PLATE

130' - 11"

T.O. BENT PLATE

130' - 11"

PT-2A

B

OPEN TO ATRIUM

3

ALIGN RETURN AIR

GRILLE W/ PANEL JOINTS

ALIGN WALL JOINTS WITH

CEILING PANEL JOINTS

4' - 0"

TYP

4' - 0"

C

E

"

9

-

'

3

Q

E

Q

E

Q

E

"

0

1

-

'

2

PT-2A

DPTN-1C

"

8

-

'

9

MILLWORK - REFER TO

A800 SHEETS

DPTN-1C

205A

6

______

A562

GL-3

GL-3

PT-2A

"

8

-

'

9

.

O

R

.

"

0

1

-

'

6

"

0

1

-

'

2

GL-3

GL-3

4' - 0 9/32"

4' - 0 9/32"

LEVEL 2

118' - 0"

BASE3A

LEVEL 2

118' - 0"

205B

MILLWORK - REFER TO

A800 SHEETS

BASE3A

SEE DOOR

SCHEDULE

LEVEL 2

118' - 0"

Q

E

Q

E

Q

E

"

0

1

-

'

2

PT-2A

MILLWORK - REFER TO

A800 SHEETS

LEVEL 2

118' - 0"

10 GIFT SHOP - NORTH

A506

1/4" = 1'-0"

11 GIFT SHOP - EAST

A506

1/4" = 1'-0"

12 GIFT SHOP - SOUTH

A506

1/4" = 1'-0"

13 GIFT SHOP - WEST

A506

1/4" = 1'-0"

14 203 THE LOFT - NORTH

A506

1/4" = 1'-0"

A

A.1

2

A

A.1

VIF

3

I

F

V

"

4

1

8

-

/

'

9

N

G

I

L

A

ACP-1B

I

T

N

O

J

L

E

N

A

P

R

O

O

D

F

O

P

O

T

H

T

W

N

G

I

L

A

I

DPTN-1C

204A

WCVG-1

ACP-1B

VIF

4' - 0"

SEE DOOR SCHEDULE

1' - 10"

4' - 0"

4' - 0"

VIF

BASE3A

LEVEL 2

118' - 0"

PT-2A

PT-2A

TA-6

TA-11

SSF-1

MILLWORK - REFER TO

A800 SHEETS

BASE3A

15 203 THE LOFT - EAST

A506

1/4" = 1'-0"

GL-3

GL-3

GL-3

COLUMN SHOWN

AS TRANSPARENT

FOR CLARITY

DPTN-1C

203

GL-3

GL-3

BASE3A

EQ

SEE DOOR SCHEDULE

EQ

LEVEL 2

118' - 0"

11' - 1 1/2" R.O.

B

14' - 0 3/4"

EQ

4' - 0"

4' - 0"

EQ

PT-2A

TL-4A

"

2

-

'

4

"

0

1

-

'

2

MILLWORK - REFER

TO A800 SHEETS

BASE1

LEVEL 2

118' - 0"

PT-2A

207

.

O

R

.

"

4

/

1

1

-

'

8

GL-3

FILM-2

OPEN BEYOND

DPTN-1C

208

PT-2A

BASE1

SEE DOOR

SCHEDULE

5' - 3 1/2"

SEE SCHED

BASE1

8' - 5 1/8" R.O.

"

4

/

1

1

-

'

8

PT-2A

PAPER

CUTTER -

BY

OTHERS

BASE1

LEVEL 2

118' - 0"

MILLWORK - REFER TO

A800 SHEETS

PT-2A

"

4

-

'

1

D

E

H

C

S

E

E

S

.

O

R

.

"

4

-

'

9

DPTN-1C

210

FILM-2

PT-2A

.

O

R

.

"

4

/

1

1

-

'

8

211

FILM-2

DPTN-1C

EQ

EQ

"

1

-

'

9

ACP-1B

"

0

-

'

4

GL-3

BASE1

1' - 7"

SEE DOOR

4 1/2"

SCHEDULE

LEVEL 2

118' - 0"

BASE1

SEE SCHED

2 EQ SPACES

GL-3

GL-3

LEVEL 2

118' - 0"

10' - 8 3/4" R.O.

LEVEL 2

118' - 0"

BASE1

16 207 BREAKROOM - EAST

A506

1/4" = 1'-0"

17 210 EAC OFFICE - NORTH

A506

1/4" = 1'-0"

18 210 EAC OFFICE AND 209 WORKROOM - EAST

A506

1/4" = 1'-0"

19 210 EAC OFFICE - SOUTH

A506

1/4" = 1'-0"

20 211 OFFICE - EAST

A506

1/4" = 1'-0"

PT-2A

CONTROL JOINT

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

INTERIOR ELEVATIONS

L2 - WEST

A506

t

v

r

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e

r

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_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

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L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

4

1

:

3

2

:

1

1

5

2

0

2

/

7

2

/

6

.

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t

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t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

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y

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y

p

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2

0

2

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a

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Page 100 of 202

132' - 11"

EXTEND METAL WALL PANEL

BEYOND EDGE OF GYPSUM

132' - 9 9/16"

2 1/4" / 12"

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

C

GBD-1

12" CFMF, C-JOIST

INSUL-1

GBD-5

MPNL-1A

GYP. BD. TRIM AT

CORNER

T.O. BENT PLATE

130' - 11"

B6

A

7"

INSUL-1

SURFACE MOUNTED LINEAR

UPLIGHT, SEE LIGHTING DWGS

"

3

127' - 8"

SPRING POINT

127' - 6 3/4"

C6

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

HAT CHANNEL FIELD CUT &

FASTEN AS REQ'D TYP.

HOOKS INTEGRATED INTO

MPNL-1 SIDE FLANGES

PNLA-1B

ALUM L-ANGLE 2"X2"X1/8"

1"

DPTN-1C

1 TOP OF WALL DETAIL AT ART CENTER

A562

3" = 1'-0"

2 CURVED CEILING DETAIL

A562

1 1/2" = 1'-0"

GBD-1

GBD-3

T.O. BENT PLATE

130' - 11"

AT CURVED CEILING, PROVIDE (2) LAYERS

GBD-6 WITH SKIM COAT TO BRING

SURFACE FLUSH w/ ADJACENT TYPICAL

WALL AND CEILING SURFACES

R 5' - 6"

DPTN-1C

FACE OF WALL

BEYOND

1/8" ALUM SILL, POWDER

COATED TO MATCH

DPTN-1C WINDOW SET

IN A BED OF SEALANT

PLY-1

GBD-1

FLOR3

W-SECTION, PT-3A, TYP.

REFER TO STRUCTURAL

STIFFENER, PT-3A, TYP, REFER TO

STRUCTURAL

CONT. LINEAR UPLIGHT

FIXTURE, SEE LIGHTING DWGS

PLY-1

GBD-1

NSMF, SUPPORTS, CLIP

TO BOTTOM OF BEAM

B

132' - 11"

"

2

/

1

1

EXTEND METAL PANEL ABOVE EDGE OF

GYPSUM TOP, TYP. AROUND

PERIMETER

ALCW-3

ALIGN

PLY-1

T.O. BENT PLATE

130' - 11"

T.O. BENT PLATE

130' - 11"

MPNL-1A

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

ACFIN-1

INSUL-1

GBD-1

LINEAR UPLIGHT FIXTURE, SEE

LIGHTING DWGS

7"

3 1/2"

3"x 3" ALUM ANGLE

"

3

DRPY-1

CONTINUO SEALANT

AND BACKER ROD

GYP BD CUT TIGHT TO

ROOF DECK FLUTES

127' - 7 15/16"

TOP OF

WINDOW

OPNG

BEYOND

"

4

PROVIDE BOX BEAM AS REQUIRED

LINE OF MILLWORK BEYOND

CORNER BEAD, TYP

PNLA-1B

ALUM L-ANGLE 2"X2"X1/8"

1"

4 1/2"

CONT BACKER PLATE,

FIELD CUT & FASTEN

LEVEL 2

118' - 0"

B6

A

ALIGN FACE OF WALL

WITH CLT AND GLULAM

GLULAM BEAM

MPNL-1A

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

CONT. ALUM BACKER

PLATE FILED CUT & FASTEN

HAT CHANNEL FIELD

CUT & FASTEN AS

REQ'D TYP.

HOOKS INTEGRATED

INTO SIDE FLANGE

SIDE FLANGE BEYOND

PNLA-1B

ALUM L-ANGLE 2"X2"X1/8"

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

8

2

:

8

2

:

1

1

5

2

0

2

/

7

2

/

6

.

d

L

t

,

e

l

t

s

a

c

k

c

o

R

&

r

e

r

e

h

c

S

,

r

e

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M

t

h

g

i

r

y

p

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C

3

2

0

2

i

g

n

w

a

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D

4"

"

0

-

'

1

127' - 8"

HSS STEEL TUBE,

SEE STRUCT,

PAINTED PT-3A

WIDE FLANGE BEAM

BEYOND, SEE STRUCT,

PAINTED PT-3A

DPTN PARTITION

CENTERED ON HSS

BEAM ABOVE

DPTN-1C

HSS STEEL TUBE,

SEE STRUCT,

PAINTED PT-3A

WIDE FLANGE BEAM

BEYOND, SEE STRUCT,

PAINTED PT-3A

127' - 8"

DPTN-1C

205A

B6

A

DPTN-1C

3 DPTN HEAD AT GIFT SHOP

A562

1 1/2" = 1'-0"

4 DOOR HEAD AT GIFT SHOP

A562

1 1/2" = 1'-0"

5 DPTN HEAD DETAIL AT BULKHEAD

A562

1 1/2" = 1'-0"

1/8"x 3 1/2"

ALUMINUM SILL

3 1/2"

120' - 10"

N

G

L

A

I

PARTITION

CENTERED ON

BEAM ABOVE

DPTN-1C

PLY-1

GBD-1

INSUL-1

PONY WALL SUPPORT

DOWN TO CLT BY METAL

STUD FRAMING SUB

10.1

10.1

SPANDREL SHADOW BOX,

INSUL-7, MTL-3A

WT-2

ALCW-2A

T.O. BENT PLATE

130' - 11"

5

ACCL-1

SHADOW TRIM

AT PERIMETER

WALL

BEYOND

1' - 8"

ALUM CLOSURE

TRIM

ACCL-1

SHADOW TRIM AT

PERIMETER

WALL FINISH,

SEE FINISH PLANS

GBD-1

6 DPTN BASE AT GIFT SHOP

A562

1 1/2" = 1'-0"

7 COMMUNITY ROOM CEILING AT CURTAIN WALL

A562

1 1/2" = 1'-0"

8 COMMUNITY ROOM CEILING AT EXT WALL

A562

1 1/2" = 1'-0"

INSUL-1

GBD-1

PLY-1

CORNER BEAD,

TYP

GBD-1

6" NSMF

BOX HEADER

SPANNING WALL

OPENING

N

G

L

A

I

DPTN-1C

CLNG3D

9' - 8"

130' - 5"

PNLA-1B

2"x2"x1/8" ALUM

ANGLE W/

COUNTERSUNK

SCREW INTO STUD

BIOACOUSTIC INFILL

PANEL, ATTACHED TO

WALL, BETWEEN HAT

CHANNELS

EXTEND INSUL-1 MIN. 6" ABOVE

CEILING LINE AS SHOWN

HAT CHANNEL FIELD CUT

& FASTEN AS REQ'D TYP.

MPNL-1A

INSUL-1

ALUM ANGLE, ANCHOR

TO TOP OF WALL

ART-1

ART HANGING SYSTEM

CHANNEL

PLY-1

GBD-1

MPNL-1A

INSUL-1

BIOACOUSTIC INFILL

PANEL, ATTACHED TO

WALL, BETWEEN HAT

CHANNELS

130' - 5"

4"

"

2

/

1

1

9 HEAD DETAIL AT GALLERY WALL

A562

1 1/2" = 1'-0"

10 RR WALL AT CEILING

A562

1 1/2" = 1'-0"

11 ART RAIL HEAD DETAIL AT DISPLAY WALL

A562

1 1/2" = 1'-0"

C

GBD-1

INSUL-1

GBD-5

DEFLECTION

HEAD TRACK

HOLD PARTITION

STUDS DOWN 3/4"

FROM TOP OF WALL

RFMB-1

RFBD-1

INSUL-3

RFBD-2

DEFLECTION

HEAD TRACK

HOLD PARTITION

STUDS DOWN 3/4"

FROM TOP OF WALL

GBD-1

PROVIDE BLOCKING

IN WALL FOR

MOUNTING COVE

LIGHT FIXTURE

SSF-1

6 1/2"

2' - 1 1/4"

COVE LIGHT

FIXTURE, SEE

LIGHTING PLANS

GBD-1

NSMF, SEE PLANS

127' - 8"

MUD IN TRIM ON

LIGHT FIXTURE

EXTEND FINISHES INTO

COVE, SEE FINAL LIGHT

FIXTURE SELECTION

FOR VERIFICATION

CLNG1

9' - 8"

127' - 8"

CONTINUOUS

SEALANT AND BACKER

ROD

GYP BD CUT TIGHT TO

ROOF DECK FLUTES

GBD-1

T.O. BENT PLATE

130' - 11"

130' - 5"

INSUL-1

MPNL-1A

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

HAT CHANNEL FIELD CUT &

FASTEN AS REQ'D TYP.

INFILL PANEL HIDDEN BELOW

FOR VISUAL CLARITY

HOOKS INTEGRATED INTO

MPNL-1A SIDE FLANGES

MPNL-1A

PNLA-1B

ALUM L-ANGLE 2"x2"x1/8"

12 MPNL-1 @ AT ART CENTER

A562

3" = 1'-0"

13 SOFFIT AT STUDIO CLERESTORY 2

A562

1 1/2" = 1'-0"

14 DRPY-1 AT CLNG1 @ POCKET

A562

1 1/2" = 1'-0"

15 TYP WALL HEAD DETAIL AT ROOF

A562

1 1/2" = 1'-0"

16 LIGHT COVE AT COMMUNITY ROOM

A562

1 1/2" = 1'-0"

17 BULKHEAD AT COMMUNITY ROOM CORRIDOR

A562

1 1/2" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

INTERIOR WALL DETAILS

- LEVEL 2

A562

Page 101 of 202

3

6 3/4"

GBD-1

"

8

/

7

0

1

A.1

HSS STEEL COLUMN,

REFER TO STRUCT

TL-1

AT BASE

15

______

A571

INSUL-1

GBD-1

OPEN TO STAIR 1

BELOW

INSUL-1

GBD-1

TL-1

DPTN-1C

DOOR

GBD-1

"

4

/

1

CORNER BEAD,

TYP

"

4

/

1

GLPNL-1

1

______

A403

OPEN TO STAIR 1

BELOW

GLSF-1

GBD-1

A6

1/8"x3-3/4" ALUM PLATE,

ANCHOR TO WALL W/

COUNTERSUNK FASTENERS

11.584°

PNLA-1B

EXTRUDED ALUM L 1-1/2"x2"x1/8" EA.

SIDE W/ COUNTERSUNK FASTENERS

WOOD BLOCKING

PLY-1

C6

GBD-1

PLY-1

3/4"

GBD-1

DPTN-1C

GBD-1

B6

A

INSUL-1

CORNER BEAD, TYP

5/8" PLYWOOD BLOCKING

HAT CHANNEL FIELD CUT &

FASTEN AS REQ'D TYP.

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

"

"

1

1

DPTN-1C

PNLA-1B

ALUM L-ANGLE 2"x2"x1/8"

"

4

/

3

4

-

'

1

"

2

-

'

1

"

0

1

B

13

______

A567

5

10"

10"

ACP-2

PNLA-1A

ALUM L-ANGLE

1 -1/2"x3/4"x1/8"

REFER TO FLOOR

PLANS FOR WALL

TYPES

INSUL-1

18" DIA STEEL HSS

ROUND SECTION,

REFER TO STRUCT

GBD-1

13

______

A567

SHELVING,

SEE MILLWORK

DWGS

DPTN-1C

"

2

/

1

"

2

-

'

1

"

0

1

B

COUNTER BACKSPLASH

STUDIO COUNTERTOP,

SEE MILLWORK DWGS

1 DETAIL AT COLUMN A.1+3

A572

1 1/2" = 1'-0"

2 GLASS WALL AT 212

A572

1 1/2" = 1'-0"

3 GLASS WALL CORNER

A572

1 1/2" = 1'-0"

4 DPTN JAMB DETAIL AT GATHER (203)

5 INT WINDOW JAMB DETAIL AT MPNL-1

A572

1 1/2" = 1'-0"

A572

1 1/2" = 1'-0"

6 CORNER AT ACP-2

A572

1 1/2" = 1'-0"

7 TRANSITION ACP-2 TO DPTN-1C

A572

1 1/2" = 1'-0"

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

HAT CHANNEL FIELD CUT &

FASTEN AS REQ'D TYP.

MPNL-1A

PNLA-1A

ALUM L-ANGLE

2"x2"x1/8"

GBD-1

INSUL-1

3/4"

METWALL -

TECHNICAL COVER

PROFILE

"

2

/

1

3

N

G

L

A

I

GBD-1

CORNER BEAD,

TYP

DPTN CENTERED

ON PARTITION

DPTN-1C

PLY-1

DPTN-1C

DPTN-1C

B

PNLA-1B

ALUM ANGLE 1.5x2x1/8" EA

SIDE W/ COUNTERSUNK

FASTENERS, TRIM AS REQD

FOR ANGLE

DPTN-1C

75°

WOOD BLOCKING

C6

FLOOR DIFFUSER,

SEE MECH

GBD-1

PLY-1

R 1' - 9 1/4"

R 2' - 3 1/4"

C

E

N

T

E

R

L

I

N

E

O

F

T

R

A

C

K

R

2

'

-

0

1

/

4

"

GBD-1

AT CURVED WALL, PROVIDE (2)

LAYERS GBD-6 WITH SKIM

COAT TO BRING SURFACE

FLUSH w/ ADJACENT WALL

GBD-6

PROVIDE RADIUS TRACK

AT CURVED WALL

B

MITERED

GLASS CORNER

GBD-1

DPTN-1C

.

"

4

DPTN-1C DOOR

PLY-1

1/2" FULL HT.

OF WALL

GBD-1

C6

CORNER BEAD, TYP

RECEPTION DESK,

SEE MILLWORK DWGS

N

G

I

L

A

DPTN-1C

CORNER BEAD,

TYP

PLY-1

1/2" FULL HT.

OF WALL

GBD-1

DPTN-1C

N

G

I

L

A

B6

GBD-1

8 DPTN-1 AT MPNL-1

A572

1 1/2" = 1'-0"

9 DPTN IN MEETING ROOM

A572

1 1/2" = 1'-0"

10 DPTN AT ANGLED WALL

A572

1 1/2" = 1'-0"

11 CURVED WALL

A572

1 1/2" = 1'-0"

12 DPTN - CORNER DETAIL AT GIFT SHOP

A572

1 1/2" = 1'-0"

13 DPTN JAMB DETAIL AT GALLERY CORNER

A572

1 1/2" = 1'-0"

14 DPTN JAMB DETAIL AT GALLERY

A572

1 1/2" = 1'-0"

DOOR BUMPER

GBD-1

INSUL-1

"

8

/

5

9

GBD-1

PLY-1 FOR DISPLAY MOUNTING

HARDWARE

MULTI-SERVICE WALL

BOX FOR CABLING,

SEE TECHNOLOGY

DRAWINGS

3' - 8"

POCKET DEPTH

3' - 8"

REQUIRED POCKET DEPTH FOR ADA COMPLIANCE

1 1/2"

2"

MUD IN DOOR FRAME,

EA SIDE OF POCKET

HAT CHANNEL FIELD CUT &

FASTEN AS REQ'D TYP.

MPNL-1A

BIOACOUSTIC INFILL PANEL,

ATTACHED TO WALL, BETWEEN

HAT CHANNELS

"

8

/

3

2

"

8

/

7

5

"

8

/

5

2

DOOR PULL, EA SIDE

PLY-1 FOR DISPLAY MOUNTING

HARDWARE

FLAT SCREEN, SEE

TECHNOLOGY DRAWINGS

INSUL-1

N

G

I

L

A

GBD-1

B6

A

PNLA-1B

ALUM L-ANGLE 2"x2"x1/8"

MPNL-1A

PROVIDE RADIUS TRACK

AT CURVED WALL

BIOACOUSTIC INFILL PANEL,

ON WALL BETWEEN HAT

CHANNELS

CORNER BEAD, TYP

DPTN-1C

DOOR

FINISH VARIES, SEE FINISH

PLANS

MPNL-1A

MPNL-1A

GBD-1

INSUL-1

GBD-3

CL OF C

R 2' - 0"

R 2' - 5 7/16"

U

RVE

MPNL-1A

D TRA

CK

AT CURVED WALL, PROVIDE (2)

LAYERS GBD-6 WITH SKIM

COAT TO BRING SURFACE

FLUSH w/ ADJACENT WALL

4' - 0"

SHAFT WALL INFILL

CORNER BEAD, TYP

C

DRAPERY SUPPORT

AND LIGHT SHELF

ABOVE

DRPY-1

"

1

DPTN-1C

MPNL-1A

"

7

"

2

/

1

3

GBD-1

INSUL-1

15 EAC POCKET DOOR PLAN DETAIL

A572

1 1/2" = 1'-0"

16 MPNL-1 TRANSITION

A572

1 1/2" = 1'-0"

17 CURVED MPNL-1 PLAN DETAIL

A572

1 1/2" = 1'-0"

18 DRAPERY POCKET DETAIL

A572

1 1/2" = 1'-0"

t

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Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

INTERIOR PLAN DETAILS

- LVL 2

A572

Page 102 of 202

SEE SCHEDULE

SEE SCHEDULE

1 1/2"

4"

SEE SCHEDULE

3 1/2"

3 1/2"

SEE SCHEDULE

6"

6"

SEE SCHEDULE

E

L

U

D

E

H

C

S

E

E

S

"

2

/

1

1

"

0

1

DPTN-1A

ST-420 DOOR

GL-1T

DOUBLE GLASS, 3/16"

ANODIZED ALUMINUM

DPTN-1B

ST-415 DOOR

GL-3

SINGLE PANE, 1/2"

CUSTOM STAIN MAPLE

VENEER w/ WDFIN-1

DPTN-1C

ST-420 DOOR

GL-1T

DOUBLE GLASS, 3/16"

WHITE

DPTN-1D

ST-420 DOOR

GL-1T

DOUBLE GLASS, 3/16"

MATCH PT-D

E

L

U

D

E

H

C

S

E

E

S

"

2

/

1

3

"

0

1

"

6

"

6

-

'

3

E

L

U

D

E

H

C

S

E

E

S

DPTN-1A

ST-400 DOOR

GL-3

SINGLE PANE, 3/8"

HM DOOR

GL-4

SINGLE PANE, 5/16"

E

L

U

D

E

H

C

S

E

E

S

D1 - FLUSH

D2 - GLASS DEMOUNTABLE (DPTN)

D3 - MEDIUM STILE THERMAL (CW)

D4 - NARROW LITE

D5 - COILING DOOR

SEE SCHEDULE

EQ

U.N.O.

EQ

U.N.O.

SEE SCHEDULE

EQ

EQ

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

EQ

EQ

EQ

EQ

EQ

EQ

SEE SCHEDULE

1 1/2"

4" 4"

1 1/2"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

3 1/2"

3 1/2"

3 1/2"

3 1/2"

6"

6"

6"

6"

2"

E

L

U

D

E

H

C

S

E

E

S

"

2

/

1

1

"

0

1

GL-1T

DOUBLE GLASS,

3/16"

DPTN-1C

ST-420 DOOR

WHITE

"

4

E

L

U

D

E

H

C

S

E

E

S

"

0

1

E

L

U

D

E

H

C

S

E

E

S

"

2

/

1

3

"

0

1

"

6

"

6

-

'

3

E

L

U

D

E

H

C

S

E

E

S

GL-3

GL-3

MESH-1

E

L

U

D

E

H

C

S

E

E

S

"

2

4

2"

"

2

"

8

"

8

"

2

D6 - DOUBLE FLUSH

D7 - DOUBLE GLASS DEMOUNTABLE (DPTN)

D9 - TEMPERED GLASS

D10 - DOUBLE MEDIUM STILE (CW)

D11 - DOUBLE NARROW LITE (DPTN)

D12 - WIRE MESH

GLASS THICKNESS

1/2" UNDER 9'-0"

3/4" ABOVE 9'-0"

ST-420 DOOR

1 DOOR TYPES

A601

1/2" = 1'-0"

SEE SCHEDULE FOR DOOR MATERIAL AND GLASS TYPE

3/4"

SEE SCHEDULE

3/4"

3/4"

SEE SCHEDULE

3/4"

3' - 0"

3/4"

SEE SCHEDULE

3/4"

SOLID

PANEL

DPTN-1A

ANODIZED ALUMINUM

DPTN-1B

CUSTOM STAIN MAPLE

VENEER w/ WDFIN-1

DPTN-1C

WHITE

DPTN-1D

MATCH PT-D

"

4

/

3

E

L

U

D

E

H

C

S

E

E

S

DPTN-1B

MAPLE VENEER w/

WDFIN-2

DPTN-1C

WHITE TFL

DPTN-1B

MAPLE VENEER w/

WDFIN-2

"

0

-

'

9

DPTN-1C

WHITE

SOLID

PANEL

"

4

/

3

E

L

U

D

E

H

C

S

E

E

S

3/4"

"

4

/

1

1

DPTN-1C

WHITE TFL

WHITE

GL-3

FRONT AND BACK,

3/8"

"

4

/

3

F1 - DPTN-1X FRAME

F4 - DPTN-1X SOLID TRANSOM

F5 - DPTN-1X SOLID TRANSOM AND SIDELITE

3/4"

SEE SCHEDULE

3/4"

3' - 0"

3/4"

1 3/4"

SEE SCHEDULE

1 3/4"

SEE SCHEDULE

2"

SEE SCHEDULE

2"

DPTN-1D

MATCH PT-D

"

4

/

3

1

E

L

U

D

E

H

C

S

E

E

S

GL-3

FRONT AND BACK,

3/8"

"

4

3

/

"

2

E

L

U

D

E

H

C

S

E

E

S

E

L

U

D

E

H

C

S

E

E

S

F6 - DPTN-1X SIDELITE

F7 - HM

F8 - POCKET DOOR

F9 - WD

IN FLOOR PLANS THIS GRAPHIC

INDICATES AN ACTIVE/INACTIVE PAIR

INACTIVE

I

E

V

T

C

A

INACTIVE LEAF IS FULLY OPERABLE TO 90 DEGREES;

SECURED WITH FLUSH BOLTS TOP AND BOTTOM;

FLUSH BOLTS ARE ACCESSED AFTER OPENING

ACTIVE LEAF; SEE DOOR HW

ACTIVE LEAF IS FULLY OPERABLE TO

90 DEGREES; SECURED WITH MORTISE

LOCKSET AND LEVER; SEE DOOR HW

ACTIVE/INACTIVE PAIR

NOT TO SCALE

X

_

X

1

-

-

T

T

P

P

PULL

WCVG

PT-1_

PT-1_

PT-XX

PUSH

X

_

1

X

-

-

T

T

P

P

3 DOOR WITH TWO FINISHES

A601

3" = 1'-0"

DOOR AND DOOR FRAME GENERAL NOTES

1. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH THE ADJACENT WALL,

U.N.O. DOORS IN CMU WALLS SHALL BE PAINTED TO MATCH PT-_B, U.NO.

2. ALL WOOD DOORS FROM DEMOUNTABLE PARTITION SUPPLIER SHALL BE FACTORY PAINTED TO

MATCH THE DEMOUNTABLE PARTITION FRAME, U.N.O. SEE MATERIAL ID LIST FOR FRAME FINISH.

3. ALL ALUMINUM DOORS FROM DEMOUNTABLE PARTITION SUPPLIER SHALL BE FACTORY FINISHED

TO MATCH THE DEMOUNTABLE PARTITION FRAME, U.N.O. SEE MATERIAL ID LIST FOR FRAME

FINISH.

4. ALL SOLID TRANSOM PANELS FROM DEMOUNTABLE PARTITION SUPPLIER SHALL BE FACTORY

FINISHED TO MATCH THE DEMOUNTABLE PARTITION FRAME, U.N.O. SEE MATERIAL ID LIST FOR

FRAME FINISH.

5. ALL ALUMINUM CURTAINWALL DOORS SHALL BE FINISHED TO MATCH THE ADJACENT CURTAIN

WALL FRAME. WHERE THE CURTAINWALL FRAME HAS A SEPARATE FINISH ON THE INTERIOR

MULLIONS AND EXTERIOR CAPS, THE DOOR SHALL MATCH THE EXTERIOR CAPS, U.N.O. SEE

MATERIAL ID LIST FOR CURTAIN WALL FINISH.

6. ALL RAILS AND STILES ON MONOLITHIC GLASS DOORS SHALL MATCH THE FINISH OF THE

ASSOCIATED GLAZING SYSTEM. SEE MATERIAL ID LIST FOR GLAZING SYSTEM FINISH.

7. ALL EXTERIOR INTERIOR STAINLESS STEEL DOORS SHALL BE 316. ALL INTERIOR STAINLESS

STEEL DOORS SHALL BE 304.

RATING HW SET COMMENTS

45 MIN

45 MIN

45 MIN

45 MIN

30.0

27.0

12.1

66.0

25.1

25.1

73.0

75.0

1.0

10.3

27.0

36.0

36.0

27.0

28.0

21.0

77.0

77.0

76.0

54.1

4.0

7.0

2.0

13.0

14.0

6.0

61.0

12.0

11.0

44.0

25.0

44.0

17.0

34.0

54.0

18.0

37.0

18.0

18.0

15.0

15.0

18.0

18.0

43.0

43.0

18.0

22.0

26.0

25.0

38.0

26.0

17.1

17.1

18.0

18.0

32.0

39.0

18.0

18.0

20.0

5.0

17.1

67.0

43.0

43.0

43.0

9.0

24.0

8.0

10.1

10.2

60.0

78.0

23.0

23.0

50.0

50.0

69.0

55.1

55.0

68.0

19.0

68.0

44.0

25.0

44.0

29.1

72.0

47.0

74.0

53.0

26.1

47.0

47.0

29.0

27.1

46.0

35.0

41.0

47.0

46.0

35.0

35.0

64.0

64.0

46.0

71.0

47.1

47.1

43.0

43.0

65.0

15.0

15.0

15.0

52.0

52.0

38.0

63.0

3.0

8.1

10.0

8.1

70.0

62.0

7.1

ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY

ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY

R.O. ALIGNS WITH MASONRY

ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY

ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY

FENCE GATE

FENCE GATE

FENCE GATE

CUSTOM SLIDER; SEE DRAWINGS

CUSTOM SLIDER WITH POCKET; SEE DRAWINGS

CUSTOM DOOR AND FRAME INTEGRATED INTO WDPNL-2 SYSTEM

DOOR FINISHES ARE DIFFERENT ON EACH SIDE, PULL: PT-1A PUSH: WCVG TO MATCH ADJ WALL, SEE 3/A601

DOOR FINISHES ARE DIFFERENT ON EACH SIDE, PULL: PT-1A PUSH: WCVG TO MATCH ADJ WALL, SEE 3/A601

316 STAINLESS STEEL, #4 FINISH

316 STAINLESS STEEL, #4 FINISH

316 STAINLESS STEEL, #4 FINISH

INT AND EXT FINISH ARE DIFFERENT, REFER TO ALCW-2A

CUSTOM SWING GATE

APPLY WCVG TO MATCH ADJ WALL ON PULL SIDE OF DOOR

DOUBLE UNEQUAL DOOR. ACTIVE LEAF: 3'-0"

APPLY WCVG TO MATCH ADJ WALL ON PUSH SIDE OF DOOR

APPLY WCVG TO MATCH ADJ WALL ON PUSH SIDE OF DOOR

PT-4C FOR DOOR AND FRAME

POWDERCOAT DOOR AND FRAME TO MATCH PT-4C

INT AND EXT FINISH ARE DIFFERENT, REFER TO ALCW-2A

DOOR SCHEDULE

DETAIL

SILL

14/A354

8/A382

14/A354

14/A354

15/A354

14/A354

14/A354

8/A352

8/A352

6/A357

18/A186

18/A186

20/A186

19/A186

13/A186

13/A186

20/A186

19/A186

3/A564

7/A564

3/A564

4/A564

3/A564

4/A564

4/A564

7/A354

3/A564

3/A564

6/A353

6/355

7/A353

11/A363

11/A363

10/A382

12/A564

13/A564

13/A564

14/A564

7/A564

14/A564

7/A564

7/A564

7/A564

7/A564

7/A564

7/A564

7/A564

7/A564

14/A564

14/A564

7/A564

13/A564

14/A564

14/A564

12/A564

12/A564

12/A564

5/A361

5/A361

11/A363, 5/A363

10/A382

9/A382

JAMB

5/A601

16/A371

10/A371

5/A601

5/A601

5/A601

16/A371

16/A371

5/A601

7/A602

16/A371

5/A601

5/A601

16/A371

17/A371

18/A371

13/A372

9, 11/A185

9, 11/A185

10/A185

10/A185

7/A184, 9/A185

8/A184, 9/A185

11/A185

11/A185

4/A601

4/A601

4/A601

4/A601

4/A601

3/A602

11/A602

5/A601

5/A601

4/A602

5/A602

1/A602

1/A602

4/A601

4/A601

4/A601

4/A601

5/A602

4/A601

4/A601

5/A602

18/A571, 4/A601

18/A571, 4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

5/A374

3/A602

3/A602

4/A601

4/A601

4/A601

14/A372

15/A372

8/A372

10, 11/A372

11, 12/A372

1/A376

4/A602

4/A602

4/A601

4/A601

12/A572

6/A601

15/A572

5/A602

3/A602

5/A602

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

3/A602, 8/A572

4/A602

4/A601

4/A601

4/A601

3, 4/A376

3, 4/A376

1, 2/A364

6/A364

2/A363, 7/A364

4/A602

1,2/A376

4/A382

NO

001

002

003

003A

004

005

006A

006B

007

009A

009B

010

011

012

013

014

015A

015B

016

101A

101B

102A

102B

102C

102D

103A

103B

103C

103D

104

105

106

107

108A

108B

109

110

111

112

113A

113B

114

115

116

117

118

119

122

123

124

125

126

127

128

129

130

131

132

133

134A

134B

135

136

137

138

139

140

142A

142B

143

144

201A

201B

202

203

204A

204B

205A

205B

207

208

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

226

226A

226B

227

228

229A

229B

230

231

232

233

234A

234B

235

236

237

238A

238B

238C

239A

239B

240

241A

241B

242A

242B

243

245A

245B

300

ROOM

FACILITY MANAGEMENT (001)

JANITORIAL (002)

VESTIBULE (003)

SUMP (003A)

MPOP (004)

MDF (005)

MECHANICAL (006)

MECHANICAL (006)

ELECTRICAL (007)

LOADING (009)

LOADING (009)

ELEV CTL (010)

EAC ELEC (011)

EAC WORKSHOP (012)

STAIR 2 (0S2)

ELECTRICAL (014)

STORAGE (015A)

STORAGE (015B)

STAFF BIKES (016)

OPEN LIBRARY (101)

CHILDRENS PLAZA (EXT)

SOUTH PLAZA (EXT)

SOUTH PLAZA (EXT)

VESTIBULE S (102)

VESTIBULE S (102)

NORTH PLAZA (EXT)

NORTH PLAZA (EXT)

VESTIBULE N (103)

VESTIBULE N (103)

WOMEN (104)

JANITORIAL (105)

MEN (106)

BOOK DROP (107)

HOLDS (108)

HOLDS (108)

MEDIUM STUDY (109)

STORAGE (110)

STUDY (111)

STUDY (112)

MULTI-PURPOSE (113)

MULTI-PURPOSE (113)

STUDY (114)

STUDY (115)

FAMILY RR (116)

WELLNESS (117)

CONFERENCE (118)

STAFF WORKROOM (119)

OFFICE (122)

IDF (123)

ELECTRICAL (124)

OFFICE (125)

HUDDLE (126)

FOCUS (127)

VIRTUAL CONF (128)

CONFERENCE (129)

CIRCULATION ROOM (130)

STORAGE (131)

STUDY (132)

VIRTUAL CONF (133)

STAFF VESTIBULE (134)

EMPLOYEE ENTRY (EXT)

CONFERENCE (135)

BREAKROOM (136)

ALL GENDER (137)

ALL GENDER (138)

WELLNESS (139)

FM STORAGE (140)

STAIR 2 (1S2)

EM EXIT (EXT)

PARKING RAMP (EXT)

TRASH ENCLOSURE (EXT)

EM EXIT (EXT)

STAIR 03 (STR)

GALLERY (202)

THE LOFT (203)

STORAGE (204)

STORAGE (204)

GIFT SHOP (205)

GIFT SHOP (205)

BREAKROOM (207)

OFFICE (208)

EAC OFFICE (210)

OFFICE (211)

WOMEN (212)

JANITORIAL (213)

MEN (214)

EAC MDF (215)

HC IDF (216)

STUDIO 1 (217)

STORAGE (218)

LOCKERS (219)

OFFICE (220)

CERAMICS 1 (221)

CERAMICS 2 (222)

JANITORIAL (223)

STORAGE (224)

GLAZE (226)

GLAZE MIX (226A)

SPRAY (226B)

CERAMICS 3 (227)

STUDIO 3 (228)

STORAGE (229)

STORAGE (229)

ALL GENDER (230)

ALL GENDER (231)

STUDIO 2 (232)

STAIR 4 (2S4)

KILN (234)

KILN (234)

WELLNESS (235)

ALL GENDER (236)

ALL GENDER (237)

COMMUNITY MEETING ROOM (238)

COMMUNITY MEETING ROOM (238)

COMMUNITY MEETING ROOM (238)

STORAGE (239)

STORAGE (239)

AV (240)

TERRACE (241)

TERRACE (241)

OUTDOOR KILNS (242)

OUTDOOR KILNS (242)

STORAGE (243)

CORRIDOR (245)

KILN PATIO (EXT)

ROOF (EXT)

WALL WIDTH VARIES

SEE PLANS FOR TYPE

E

E

S

E

P

Y

T

"

8

/

5

DOOR

FRAME

WIDTH

6' - 0"

6' - 3 5/8"

6' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 3 5/8"

3' - 8"

3' - 0"

9' - 4 3/8"

6' - 3 5/8"

3' - 0"

3' - 0"

6' - 3 5/8"

3' - 0"

3' - 0"

3' - 6"

3' - 6"

3' - 6"

24' - 6"

3' - 8"

6' - 0"

6' - 0"

5' - 11 3/4"

5' - 11 3/4"

6' - 0"

6' - 0"

6' - 0"

6' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

10' - 0"

3' - 0"

3' - 6"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 0"

3' - 0"

3' - 0"

22' - 0"

22' - 0"

3' - 7"

8' - 2 1/2"

6' - 0"

6' - 0"

6' - 0"

6' - 0"

3' - 0"

4' - 0"

4' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 0"

6' - 0"

6' - 0"

3' - 0"

6' - 0"

6' - 0"

3' - 0"

6' - 0"

6' - 0"

3' - 0"

4' - 2"

6' - 0"

6' - 0"

4' - 0"

4' - 0"

3' - 0"

3' - 0"

6' - 0"

3' - 0"

6' - 0"

6' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 0"

6' - 0"

3' - 0"

3' - 7"

3' - 7"

6' - 0"

10' - 0"

6' - 0"

6' - 10"

6' - 7"

3' - 7"

HEIGHT

8' - 0"

8' - 2"

9' - 8"

6' - 6"

8' - 0"

8' - 0"

8' - 2"

8' - 2"

8' - 0"

10' - 0"

8' - 2"

8' - 0"

8' - 0"

8' - 2"

8' - 0"

8' - 0"

7' - 6"

7' - 6"

7' - 6"

12' - 6"

8' - 0"

8' - 9"

8' - 9"

8' - 11"

8' - 11"

7' - 8 3/8"

7' - 8 3/8"

7' - 10"

7' - 10"

8' - 11 1/4"

8' - 11 1/4"

8' - 11 1/4"

7' - 0"

7' - 11"

8' - 0"

7' - 0"

7' - 6"

7' - 0"

7' - 0"

9' - 0"

9' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 11"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

8' - 0"

8' - 0"

7' - 0"

7' - 0"

7' - 11"

8' - 0"

7' - 0"

7' - 0"

7' - 0"

8' - 10 1/2"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

8' - 10 1/2"

8' - 0"

8' - 10 1/2"

11' - 0"

11' - 0"

8' - 0"

3' - 2 3/4"

9' - 6 3/4"

9' - 6 3/4"

9' - 7 1/4"

9' - 7 1/4"

9' - 6 3/4"

8' - 6"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

7' - 11 1/4"

7' - 11 1/4"

7' - 11 1/4"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

7' - 11"

8' - 0"

7' - 11"

7' - 11"

8' - 0"

8' - 0"

7' - 11"

7' - 11"

7' - 11"

9' - 7 1/4"

7' - 11"

7' - 11"

9' - 7 1/4"

8' - 0"

8' - 0"

9' - 7 1/8"

9' - 7 1/8"

9' - 7 1/8"

9' - 7 1/4"

9' - 7 1/4"

7' - 11"

8' - 0"

8' - 0"

8' - 0"

10' - 0"

8' - 0"

9' - 6 3/4"

8' - 0"

6' - 10"

THICKNESS

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 0 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 2 1/2"

0' - 2 1/2"

0' - 2 1/2"

0' - 2 1/4"

0' - 2 1/4"

0' - 2 1/4"

0' - 2"

0' - 2"

0' - 2 1/4"

0' - 2 1/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2 1/2"

0' - 2"

0' - 2 1/4"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 1 3/4"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 0 3/4"

0' - 0 3/4"

0' - 2 1/4"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 1 3/4"

0' - 1 3/4"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 1 3/4"

0' - 1 3/4"

0' - 1 3/4"

0' - 0 1/2"

0' - 1 3/4"

0' - 2"

0' - 2 1/4"

0' - 1 3/4"

TYPE

D6

D6

D10

D1

D1

D1

D6

D1

D1

D5

D6

D1

D1

D6

D4

D1

D12

D12

D12

SEE DWGS

D3

D10

D10

D9

D9

D10

D10

D10

D10

D1

D1

D1

D1

D2

SEE DWGS

D2

D1

D2

D2

D2

D2

D2

D2

D1

D1

D2

D4

D1

D1

D1

D1

D1

D1

D2

D2

D11

D1

D2

D2

D2

D1

D1

D1

D1

D1

D1

D6

D4

D4

D3

SEE DWGS

D7

D7

D6

D6

D2

D1

D1

D2

D1

D2

D1

D1

D1

D1

D1

D6

D6

D6

D1

D6

D6

D1

D6

D6

D1

D6

D6

D6

D1

D1

D1

D1

D6

D1

D6

D6

D1

D1

D1

D2

D2

D2

D6

D6

D1

D3

D3

D6

D5

D6

D7

D10

D3

MAT'L

HM

HM

ALDR-2

HM

HM

HM

HM

HM

HM

OHDR-1

HM

HM

HM

HM

HM

HM

WIRE

WIRE

WIRE

ALDR-2

ALDR-2

ALDR-2

GLSF-1

GLSF-1

ALDR-2

ALDR-2

ALDR-1

ALDR-1

WD

WD

WD

WD

AL/GL

WD

AL/GL

WD

AL/GL

AL/GL

AL/GL

AL/GL

AL/GL

AL/GL

WD

WD

AL/GL

WD

WD

WD

WD

WD

WD

WD

AL/GL

AL/GL

WD

WD

AL/GL

AL/GL

AL/GL

SS

WD

WD

WD

WD

WD

SS

SS

SS

OHDR-1

OHDR-1

ALDR-2

AL/GL

AL/GL

WD

WD

WD

WD

WD

AL/GL

WD

AL/GL

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

AL/GL

AL/GL

AL/GL

WD

WD

WD

ALDR-2

ALDR-2

HM

OHDR-2

HM

AL/GL

ALDR-2

ALDR-2

TYPE

F7

F7

-

F7

F7

F7

F7

F7

F7

-

F7

F7

F7

F7

F7

F7

-

-

-

SEE DWGS

-

-

-

-

-

-

-

-

-

F1

F1

F1

F4

F1

SEE DWGS

-

F9

F4

F4

-

-

-

-

F4

F4

F4

F1

F5

F4

F4

F5

-

-

F4

F4

F1

F1

F4

F4

F4

F7

-

-

F4

F4

F4

F7

F7

F7

SEE DWGS

-

-

F1

F1

F1

F8

F8

-

-

-

F1

F1

F1

F1

F1

F1

F1

F1

F6

F6

F6

F1

F1

F6

F1

F1

F6

F6

F1

F1

F1

F1

F6

F1

F1

F1

F1

F4

F4

-

-

-

F1

F1

F1

F7

-

F7

-

-

-

POCKET DOOR KIT

FRAMING ASSEMBLY

MUD UP TO DOOR FRAME

ADD PLYWOOD WHERE

OCCURS; SEE PARTITION TYPES

COORDINATE FRAMING

WITH POCKET DOOR KIT

I

S

E

R

A

V

H

T

D

W

L

L

A

W

I

E

P

Y

T

R

O

F

S

N

A

L

P

E

E

S

HEAD

5/A601

11/A354

2/A382

5/A601

5/A601

5/A601

11/A354

11/A354

5/A601

6/A602

11/A354

5/A601

5/A601

11/A354

8/A355

10/A354

5/A382

14/A186

14/A186

15/A186

15/A186

10/A186

10/A186

8/A186

8/A186

4/A601

4/A601

4/A601

4/A601

4/A601

1/A602

11/A602

1/A602, 22/A561

1/A602, 22/A561

4/A601

4/A601

3/A602

3/A602

1/A602

1/A602

1/A602

10/A602

1/A602

1/A602

1/A602

1/A602

4/A601

4/A601

1/A602

1/A602

12/A561, 4/A601

4/A601

1/A602

1/A602

1/A602

4/A354

1/A602

1/A602

1/A602

1/A602

1/A602

4/A353

10/A354

5/A353

8/A602

8/A602

6/A382

4/A601

2/A602

4/A601

4/A601

4/A562

6/A601

6/A601

4/A601

1/A602

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

4/A601

1/A602

1/A602

4/A601

2/A602

2/A602

4/A601

4/A601

4/A601

7/A381

7/A381

9/A363

10/A363

9/A363

4/A601

6/A382

3/A382

MAT'L

HM

HM

ALCW-1

HM

HM

HM

HM

HM

HM

SEE SPEC

HM

HM

HM

HM

HM

HM

MESH-1

MESH-1

MESH-1

ALCW-1

ALCW-1

ALCW-1

GLSF-1

GLSF-1

ALCW-1

ALCW-1

ALSF-1

ALSF-1

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1A

SEE DWGS

DPTN-1B

WD

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1B

DPTN-1A

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1B

DPTN-1B

DPTN-1A

DPTN-1C

DPTN-1B

DPTN-1B

DPTN-1C

SS

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

SS

SS

SS

SEE SPEC

SEE SPEC

ALCW-2B

SEE DWGS

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

-

-

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1C

DPTN-1C

DPTN-1D

DPTN-1D

DPTN-1C

DPTN-1C

DPTN-1D

DPTN-1D

DPTN-1D

DPTN-1C

DPTN-1D

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

DPTN-1C

ALCW-2B

ALCW-2B

HM

SEE SPEC

HM

DPTN-1C

ALCW-2A

ALCW-3

Q

E

"

8

/

5

2

I

Y

F

R

E

V

Q

E

2 FRAME TYPES

A601

1/2" = 1'-0"

E

P

Y

T

R

O

F

S

N

A

L

P

E

E

S

4" TYP, UNO

PROVIDE DOUBLE STUD AT JAMB

WHERE REQ'D

PREPARE DOOR AND FRAME AS REQ'D

FOR HARDWARE, SEE SCHEDULE

DOOR TYPE VARIES, SEE SCHEDULE,

SEE PLANS FOR SWING DIRECTION

ALIGN

ALIGN

N

G

I

L

A

PLYWOOD NAILER

WHERE NEEDED

LOCATE DOOR 1" PROUD

OF FACE OF GYP AT WALLS

WITH FINISHES. SEE FINISH

PLAN FOR WALL FINISH

I

S

E

R

A

V

H

T

D

W

L

L

A

W

I

I

I

H

S

N

F

H

T

W

I

L

L

A

W

T

A

"

1

FINISH VARIES, SEE FINISH

PLAN FOR WALL FINISH

PLYWOOD NAILER WHERE NEEDED

SEE PLANS FOR SIDE OF ALIGNMENT

4 DPTN-1X FRAME DETAILS

A601

3" = 1'-0"

LOCATE DOOR 1" PROUD OF FACE

OF GYP AT WALLS WITH FINISHES.

SEE FINISH PLAN FOR WALL FINISH

PLYWOOD NAILER WHERE NEEDED

WALL WIDTH VARIES

SEE PLANS FOR TYPE

4" TYP, UNO

SEE TYPE

5/8"

3

A

T

A

"

6

1

7

/

PREPARE DOOR AND FRAME AS REQ'D

FOR HARDWARE, SEE SCHEDULE

DOOR TYPE VARIES, SEE SCHEDULE,

SEE PLANS FOR SWING DIRECTION

O

N

U

,

P

Y

T

"

2

1

/

I

S

E

R

A

V

H

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W

L

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A

W

I

E

P

Y

T

R

O

F

S

N

A

L

P

E

E

S

"

6

1

/

5

1

1

I

S

E

R

A

V

"

6

1

/

5

1

1

PROVIDE DOUBLE STUD

AT JAMB WHERE REQ'D

CONTINUOUS SEALANT,

MATCH WALL FINISH

1/2" MIN

FRAME ANCHOR, WELDED TO FRAME

HOLLOW METAL FRAME TYPE VARIES,

SEE SCHEDULE AND ELEVATIONS

AT FIRE-RATED PARTITIONS, EXTEND

GYPSUM BOARD 1/2" MIN INTO FRAME

JAMB

HEAD

JAMB

HEAD

5 INTERIOR HM FRAME DETAILS

A601

3" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

PREPARE DOOR AND FRAME

AS REQ'D FOR HARDWARE,

SEE SCHEDULE

MUD UP TO DOOR FRAME

PLYWOOD WHERE OCCURS;

SEE PARTITION TYPES

PROVIDE DOUBLE STUD

AT JAMB WHERE REQ'D

ADD PLYWOOD

WHERE OCCURS;

SEE PARTITION TYPES

PROVIDE ADDITIONAL FRAMING AT

HEAD OF OPENING WHERE REQ'D

I

Y

F

R

E

V

-

"

3

EQ

2 5/8"

VERIFY

EQ

WALL WIDTH VARIES

SEE PLANS FOR TYPE

HEAD

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

DOOR SCHEDULE,

TYPES AND DETAILS

A601

JAMB

6 POCKET FRAME

A601

3" = 1'-0"

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

E

L

U

D

E

H

C

S

E

E

S

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L

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E

H

C

S

E

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4

/

3

E

L

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D

E

H

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S

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E

S

"

4

/

1

1

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L

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a

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D

Page 103 of 202

FINISH PLAN GENERAL NOTES

FINISH PLAN KEYNOTES

FINISH PLAN KEY

1. SEE SHEET G000 FOR PRODUCT SPECIFICATION FOR KEY TO FINISH CODES.

2. COORDINATE EXTENT OF FLOOR AND WALL FINISHES WITH MILLWORK DRAWINGS.

3. ALL WALLS TO BE PAINTED PT-2A U.N.O

4. EXPOSED CEILING & MECHANICAL IN STAFF AREAS TO BE PAINTED PT-1A.

5. ALL INTERIOR HOLLOW METAL DOORS AND FRAMES, HANDRAILS, AND METAL GRILLES TO BE

PAINTED PT-3_ WITH COLOR TO MATCH ADJACENT WALL COLOR U.N.O.

6. ALL EXPOSED INTERIOR STRUCTURAL STEEL TO BE PAINTED PT-3A UP TO 7'-0" A.F.L. AND PT-1A

ABOVE THAT HEIGHT.

7. ALL WALLS WITH A WD-2 FINISH TO HAVE A 4" WOOD BASE U.N.O

8. ALL WALLS TO HAVE BASE-1 BASE U.N.O

9. ALL ELECTRICAL ROOMS, JANITOR'S CLOSETS AND MECHANICAL ROOMS TO BE PAINTED PT-2A U.N.O.

10. SEE INTERIOR ELEVATIONS FOR WALL TILE PATTERN BEHIND DRINKING FOUNTAINS.

11. INSTALLER RESPONSIBLE FOR FIELD VERIFYING ALL QUANTITIES, DIMENSIONS AND CONDITIONS FOR

WINDOW TREATMENTS. ALL SHADES SHALL BE FULL WIDTH WITH NO SEAMS OR BATTENS.

INSTALLER RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS FOR APPROVAL.

13. SEE RCPs (A120S) FOR SHADE LOCATIONS AND DETAILS

14. PROVIDE BLOCKING IN ALL WALLS THAT HAVE ACOUSTIC PANELS AS REQUIRED U.N.O.

15. ALL RESTROOM WALLS TO HAVE TILE BASE2_ SEE BASE TYPES FOR VARIATIONS

16. ALL WALLS WITH WCVG TO RECEIVE A LEVEL 5 FINISH

17. ALL CONCRETE WALLS / COLUMNS, CMU BLOCK WALLS, AND ACT WALLS TO RECEIVE SLR-3 UP TO 3'

18. CENTER OUTLET/SWITCH TO CENTER OF WALL PANEL U.N.O.

FLOOR FINISH

WALL FINISH

CPT-1 A

PT-1 A

STYLE COLOR

STYLE /

FINISH

COLOR

2

3

4

5

6

7

10

9

1.1

1

SLR-1

SLR-1

MPOP

004

MDF

005

PT-3A

STAIR 1

0S1

CPT-1

A

1

-

L

N

P

M

1

-

G

V

C

W

B

3

E

S

A

B

MPNL-1A

PT-2A

CPT-1

PT-3A

FACILITY

MANAGEMENT

001

SLR-1

A

3

-

T

P

PT-3A

PPNL-1

JANITORIAL

002

SLR-1

A

B

C

D

E

F

G

H

SLR-1

MECHANICAL

006

ELECTRICAL

007

SLR-1

ELEV B

0EB

RFL-1

LOADING

009

SLR-1

7

______

A602

TYPICAL DIMENSIONS, EACH STRUCT BAY

10' - 3"

9' - 0"

9' - 0"

10' - 3"

CONTROL JOINTS, TYP

SEE STRUCT FOR MORE INFO

Q

E

Q

E

SLR-3

EAC ELEC

011

SLR-1

EAC

WORKSHOP

012

SLR-1

Y

A

B

T

C

U

R

T

S

H

C

A

E

,

I

S

N

O

S

N

E

M

D

L

A

C

P

Y

T

I

I

UP

SLR-2

ELECTRICAL

014

EQ

SLR-1

EQ

PROVIDE PARKING STRIPING AS SHOWN ON

PLAN, REFER TO CIVIL SPEICFICATION FOR

PAINT TYPE, TYP.

SLR-3

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5

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D

1 LOWER LEVEL FINISH PLAN

A700

1/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LOWER LEVEL FINISH

PLAN

A700

Page 104 of 202

FINISH PLAN GENERAL NOTES

FINISH PLAN KEYNOTES

FINISH PLAN KEY

1. SEE SHEET G000 FOR PRODUCT SPECIFICATION FOR KEY TO FINISH CODES.

2. COORDINATE EXTENT OF FLOOR AND WALL FINISHES WITH MILLWORK DRAWINGS.

3. ALL WALLS TO BE PAINTED PT-2A U.N.O

4. EXPOSED CEILING & MECHANICAL IN STAFF AREAS TO BE PAINTED PT-1A.

5. ALL INTERIOR HOLLOW METAL DOORS AND FRAMES, HANDRAILS, AND METAL GRILLES TO BE

PAINTED PT-3_ WITH COLOR TO MATCH ADJACENT WALL COLOR U.N.O.

6. ALL EXPOSED INTERIOR STRUCTURAL STEEL TO BE PAINTED PT-3A UP TO 7'-0" A.F.L. AND PT-1A

ABOVE THAT HEIGHT.

7. ALL WALLS WITH A WD-2 FINISH TO HAVE A 4" WOOD BASE U.N.O

8. ALL WALLS TO HAVE BASE-1 BASE U.N.O

9. ALL ELECTRICAL ROOMS, JANITOR'S CLOSETS AND MECHANICAL ROOMS TO BE PAINTED PT-2A U.N.O.

10. SEE INTERIOR ELEVATIONS FOR WALL TILE PATTERN BEHIND DRINKING FOUNTAINS.

11. INSTALLER RESPONSIBLE FOR FIELD VERIFYING ALL QUANTITIES, DIMENSIONS AND CONDITIONS FOR

WINDOW TREATMENTS. ALL SHADES SHALL BE FULL WIDTH WITH NO SEAMS OR BATTENS.

INSTALLER RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS FOR APPROVAL.

13. SEE RCPs (A120S) FOR SHADE LOCATIONS AND DETAILS

14. PROVIDE BLOCKING IN ALL WALLS THAT HAVE ACOUSTIC PANELS AS REQUIRED U.N.O.

15. ALL RESTROOM WALLS TO HAVE TILE BASE2_ SEE BASE TYPES FOR VARIATIONS

16. ALL WALLS WITH WCVG TO RECEIVE A LEVEL 5 FINISH

17. ALL CONCRETE WALLS / COLUMNS, CMU BLOCK WALLS, AND ACT WALLS TO RECEIVE SLR-3 UP TO 3'

18. CENTER OUTLET/SWITCH TO CENTER OF WALL PANEL U.N.O.

FLOOR FINISH

WALL FINISH

CPT-1 A

PT-1 A

STYLE COLOR

STYLE /

FINISH

COLOR

2

3

4

5

6

7

10

9

1.1

1

BREAKROOM

207

B

1

-

P

C

A

OFFICE

208

CPT-3

B

4

-

L

T

WORKROOM

209

CPT-3

RFL-2

CPT-3

FILM-2

EAC OFFICE

210

BASE1

CPT-3

STORAGE

204

CPT-3

FILM-2

OFFICE

211

CPT-3

B

1

-

P

C

A

ACP-1B

THE LOFT

203

BASE3A

CPT-3

BASE2_

TL-2

1

-

L

T

WOMEN

212

1

-

G

V

C

W

JANITORIAL

213

CONC-2

TA-29

PPNL-1

TL-1

BASE2_

TL-2

1

-

L

T

MEN

214

A

3

E

S

A

B

MTL-5

MPNL-1B

B

1

-

L

N

P

M

ELEV A

2EA

CPT-1

B

1

-

L

N

P

M

A

1

-

L

N

P

M

MPNL-1B

FILM-2

CPT-3

BASE3A

AXFL-2

AXFL-2

GIFT SHOP

205

RECEPTION

206

BASE3A

AXFL-2

GALLERY

202

1

-

F

S

S

1

-

M

L

F

I

AXFL-2

BASE6

1

-

M

L

F

I

1

______

A365

A

B

C

D

E

F

G

H

STUDIO 1

217

BASE1

AXFL-2

LOCKERS

219

BASE1

AXFL-2

STORAGE

218

BASE1

AXFL-2

MPNL-1A

BASE6

PT-2A

PT-2B

OFFICE

220

PT-2B

HC IDF

216

AXFL-2

PT-2B

PT-2F

PT-2F

6

E

S

A

B

MTL-5

ALL GENDER

231

ALL GENDER

230

PT-2B

PT-2B

BASE2_

TL-2

TL-1

ACP-2

MTL-5

5

-

L

T

M

PT-2B

BASE2_

TL-2

TL-1

A

1

-

L

N

P

M

STUDIO 2

232

BASE4

AXFL-2

STORAGE

229

BASE1

AXFL-2

EQ

EQ

EQ

EQ

EQ

EQ

WIP

221A

BASE4

CONC-2

"

0

1

-

'

3

N

G

L

A

I

5

-

L

T

M

H

S

A

L

P

S

K

C

A

B

PT-2B

BASE1

ALIGN

PT-2B

CERAMICS 1

221

CERAMICS 2

222

ALIGN

CONTROL

JOINT, TYP.

ALIGN

BASE4

CONC-2

BASE4

CONC-2

N

G

L

A

I

ALIGN

PT-2B

WIP

222A

BASE4

CONC-2

H

S

A

L

P

S

K

C

A

B

5

-

L

T

M

ELEV B

2EB

RFL-1

CONTROL

JOINT, TYP.

5

-

L

T

M

H

S

A

L

P

S

K

C

A

B

STORAGE

224

TA-29

JANITORIAL

223

CONC-2

PPNL-1

UP TO 4'

N

G

L

A

I

BASE4

CONC-2

PT-2B

ACP-2

ACP-2

ACP-2

AXFL-2

PT-2F

PT-2F

ACP-2

PT-2B

PT-2B

PT-2B

PT-2B

MTL-5

BACKSPLASH

ALIGN

N

G

L

A

I

5

-

L

T

M

H

S

A

L

P

S

K

C

A

B

GLAZE MIX

226A

BASE4

AXFL-2

ALIGN

BASE4

CONC-2

CERAMICS 3

227

BASE4

AXFL-2

SPRAY

226B

Q

E

Q

E

STUDIO 3

228

BASE4

AXFL-2

GLAZE

226

BASE4

CONC-2

ALIGN

CONTROL

JOINT, TYP.

KILN

234

BASE4

CONC-2

STAIR 4

2S4

5

-

L

T

M

SEE RCP FOR

MORE INFO

DRPY-1

MPNL-1A

SEE RCP FOR

MORE INFO

DRPY-1

EQ

EQ

BASE4

AXFL-2

WIP

227A

5

-

L

T

M

ALIGN

8' - 0"

8' - 0"

MPNL-1A

BASE6

Q

E

Q

E

B

1

-

P

C

A

TZ-1

AXFL-2

EQ

EQ

MPNL-1A

ON BULK HEAD ABOVE

MPNL-1A

BASE6

ALL GENDER

237

BASE2_

TL-2

TL-1

BASE6

AXFL-2

MTL-5

PPNL-1

CPT-3

ALL WALLS - UP TO 4'

STORAGE

239

CPT-3

CPT-3

B

3

E

S

A

B

1

-

G

V

C

W

6

E

S

A

B

A

1

-

L

N

P

M

"

0

-

'

6

HAZARD TAPE

ON CARPET

3' - 0"

ALL GENDER

236

BASE2_

TL-2

TL-1

1

-

G

V

C

W

WELLNESS

235

CPT-3

ACP-5C

SSF-1

BASE3A

CPT-3

OPTN-1

MPNL-1A

BASE3A

COMMUNITY

MEETING

ROOM

238

B

1

-

P

C

A

1

-

M

L

F

I

AXFL-2

CPT-3

ATRIUM

201

AXFL-2

2

______

A365

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

i

l

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

M

A

9

5

:

2

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

L

t

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e

l

t

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a

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&

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i

r

y

p

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C

3

2

0

2

i

g

n

w

a

r

D

1 LEVEL 2 FINISH PLAN

A702

1/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

LEVEL TWO FINISH PLAN

A702

Page 105 of 202

SIGNAGE SPECIFICATION

1.1 SCOPE

A.

Work includes materials, fabrication, and installation. Furnish and install all items as

specified herein, and as indicated on the drawings.

Coordinate work and site access with the General Contractor and the Architect.

B.

1.2 RELATED DOCUMENTS

A.

Drawings and general provisions of the contract, including general and supplementary

conditions, apply to this work.

1.3 QUALITY ASSURANCE

A.

B.

C.

D.

E.

F.

The requested work shall comply with all Federal and State codes, laws, and regulations,

and all municipal ordinances or regulations in effect at the time work is being performed.

Any alternates or changes to sign types, materials, and construction methods specified in

this document must be approved by the Architect.

Installer Qualifications: Engage an experienced installer who is familiar with the specified

product and the installation of the specified product.

The manufacturer, subsidiary, or licensed agent shall be approved to supply the products

specified, and to honor any claims against the product presented in accordance with the

warranty.

For items which, when installed become fixed, provide shop drawings and details of

connections, anchors, and adhesives.

Contractor shall guarantee that all material and work specified and furnished are

guaranteed for one (1) year after punch list sign off, to be free of defects and faulty

workmanship, and that any defective material or work shall be promptly repaired or

replaced without additional cost to the Owner. The one-year guarantee shall include

guarantee that materials, finishes, adhesives, and fasteners of all items, supplied and

installed, will not peel, fade, crack, or release during the guarantee period.

1.4 SUBMITTAL

A.

B.

Shop Drawings shall be submitted, indicating elevations of all sign types, all dimensions,

letter and numerical style and sizes, schedules for all sign types, materials, colors,

finishes, and all fabrication and installation details verified. Architect

drawings is required before any work commences. All work shall be executed in strict

accordance with drawings.

Descriptive literature shall be submitted to indicate materials, finishes, installation

instructions and details for all sign materials.

’s approval of shop

1.4 SUBMITTAL (CONTINUE)

1.7 PROJECT CONDITIONS

2.0 MATERIALS (CONTINUE)

3.3 INSTALLATION (CONTINUE)

C.

D.

Submit one sample of each exposed finish (which will be used for actual production) to the

Architect for verification and approval prior to fabrication. Submit full size mock-ups within

thirty (30) business days of award of bid for all sign types specified. All mock-ups shall

become the property of the Owner and will not be permitted to be installed on the job site.

All samples are subject to review by the Architect and all approved samples shall become

the standard of comparison for all installation work. The Architect will review all submittals

and will reject any work not meeting quality standards.

Maintenance Data: Provide in form suitable for inclusion in Owner ’s maintenance manuals.

Data shall include purchase source listing and similar information. Recommendations for

proper maintenance materials and procedures shall also be included for each finish

specified. Include precautions against materials and methods which may be detrimental to

finishes and performance.

A.

B.

Field Measurements: Verify all conditions, sizes, locations, and quantities before order and

fabrication.

Field Verify all color of adjacent wall(s) before installation. Issue shop drawings indicating

sign and wall color to be approved.

1.8 SEQUENCING AND SCHEDULING

A.

Sequence delivery of signs to minimize possibility of damage during the remainder of the

construction period.

1.9 ENGINEERING

A.

All structural engineering is the responsibility of the successful bidder. All specifications

pertaining to materials and fabrications are to establish minimum material and physical

appearance only.

1.5 LABOR

A.

B.

All work shall be fabricated square, plumb, straight, and true.

Cut-out letters, numbers, and images shall be cut in continuous, even lines as indicated on

drawings.

Fabricator shall provide all supporting and anchoring means as required for proper

installation.

Accessories, anchorage, mounting devices, and spacers shall be guaranteed to be non-

staining to adjacent walls and sign finishes for a period of five years after acceptance.

Exposed joints shall be continuously welded, ground, and polished smooth and shall not be

visible. Corners shall be snug, neat, and tight fitting in an even, smooth plane.

Fabricator is responsible for providing proper thickness of materials to eliminate

deformations.

C.

D.

E.

F.

1.6 DELIVERY, STORAGE, AND HANDLING

A.

B.

C.

D.

Contractor shall deliver at the job site and install in its designated location all items

specified herein by the date designated in the Invitation to Bid.

Delivery shall be made to the job site during normal business hours: TBD. The Contractor

shall provide adequate facilities and labor for unloading.

Inspect items upon delivery for damage. Minor damages may be repaired provided finished

repairs are equal to the quality of new work and acceptable to the Owner and approved by

the Architect.

Product shall be handled and stored to prevent damage.

2.0 MATERIALS

3.2 FABRICATION

A.

B.

C.

D.

E.

F.

All materials used in production and installation shall be new, of top quality and free of

defects.

Sheet plastic shall be free of wrinkles or imperfections from fabrication. All surfaces shall

be free of scratches and shall be clean and polished at completion of installation.

Colors shall meet specifications on drawings. Sample colors shall be submitted for

Architect’s approval.

All inks, paints, and stains are to be applied evenly, without scratches, peeling, uneven

edges, marks, etc. Workmanship in conjunction with finish and formation of letters must be

acceptable to the Architect. Prime coats of other surface pre-treatments, where

recommended by the manufacturer for inks and paints, shall be included in the work as

part of the finishes surface work at no extra cost to the Owner.

All mounting hardware, although not expressively stated in the specification, shall be

included with the bid price. Furnish all mounting and anchoring hardware and devices as

required to completely install all work. All fastening devices must meet fabricator

recommendations. Bidders are required to visit the site prior to bidding for field

understanding of mounting surfaces.

Font: See drawing of details for fonts. Signage contractor to be responsible for

requirements of upper and lower case of copy as required by ADA. Alternate letter forms

must be approved by Architect. Font color to match color specified by Architect except as

otherwise noted herein. All letter forms must be so aligned as to maintain a base line

parallel to the sign format. Margins must be maintained consistent within the sign types.

G.

H.

Letter size: All letter forms and work spacing shall be produced by photo mechanical

methods and shall be set “normal” except as directed by the Architect.

Grade 2 Braille: Braille to be raised 1/32 ” minimum from plaque first surface by Raster

Method processes. Braille to comply with relevant ADA regulations and the requirements

indicated for size, style, spacing, content, and positions Translation of sign copy is the

responsibility of the fabricator.

3.0 EXECUTION

3.1 EXAMINATION

A.

Contractor shall be responsible for inspection of project site and approval of installation

conditions for this work. Proceed with installation only after unsatisfactory conditions have

been corrected.

A.

B.

C.

D.

All signs and related work, including all structural supports and connections, shall be

fabricated in a manner to withstand weight load, double of actual item installed.

All fabrication shall be in accordance with the highest standards of the trade. All signs and

components shall be complete and free from visual and structural flaws.

All work shall be carefully fitted with minimum size joints, accurately located, and rigidly

assembled. All corners, joints, miters, etc. shall be accurately machined, filed, and fitted.

All joints shall be hairline unless otherwise indicated.

All paints shall be applied in strict conformance to manufacturer recommendations. All

paint shall be carefully applied to avoid sags, runs, orange peel, or other unacceptable

finish surface conditions. All material to which paint is to be applied shall be properly de-

greased, cleaned, and treated if required for the best possible results.

B.

C.

D.

E.

F.

Install items at locations shown on drawings. Communicate any discrepancies observed in

the field to Architect prior to installation.

Install all items as shown on drawings, with all dust and dirt removed. Tape and tape marks

are to be removed from surfaces. Contractor shall remove all crating, plastic coverings,

and debris from the project, leaving premises in showroom condition; free from dust and

ready for the Owner’s use, unless otherwise instructed by Architect. Replace all damaged

units as directed by the Architect.

Precaution shall be taken to protect building from damage. Any damage to walls, floors, or

carpet noticed at the time of installation shall be brought to the attention of the Owner.

Coordinate all work with other contractors working on project and with any future contracts.

Work schedule and rules for contractor will be enforced. The work schedule will be

established upon approval by administration.

The interior signage contractor shall obtain and pay for all required permits from authorities

having jurisdiction.

3.4 ADJUSTMENT AND CLEANING

A.

Immediately upon completion of installation, clean components and surfaces. Remove

surplus materials, rubbish, and debris resulting from installation upon completion of work

and leave areas of installation in neat, clean condition.

3.5 PROTECTION

A.

B.

All surfaces and sign components shall be protected until final installation and approval by

Owner or Architect (punch list). Any work damaged or discolored in any way before

installation and approval occurs shall be corrected by the fabricator without additional cost

to the Owner.

Advise Owner of additional protection needed to ensure that items will be without damage

or deterioration until completion of construction.

3.3 INSTALLATION

3.6 SIGN REPLACEMENT MANUAL

A.

Sign contractor to examine the substrates and conditions under which the installation is to

be performed and notify the Architect of conditions detrimental to the proper and timely

completion of the work. Do not proceed with the installation until unsatisfactory conditions

have been corrected.

A.

B.

Contractor shall provide the Owner with a sign replacement manual after completion of all

signage installation. Manual shall contain all information required to order all sign types.

Each sign type should be described in such a format the Owner only need fill out the

requirements for copy, after selecting sign type.

The following information should be included for each type:

1.

2.

Unit Price and

Diagram showing copy location, dimensions, color placement, copy sizes, and

installation info.

SIGNAGE GENERAL NOTES

1.

ROOM NAMES AND DOOR NUMBERS ARE SUBJECT TO

CHANGE. VERIFY ALL SIGN MESSAGE CONTENT WITH

ARCHITECT PRIOR TO FABRICATION

PICTOGRAM (WHEN APPLICABLE)

1.

HATCHED AREA REPRESENTS FIELD FOR PLACEMENT

OF PICTOGRAMS

2.

SEE SIGN SCHEDULE FOR QUANTITIES, MESSAGE, AND

PICTOGRAMS USED

2.

CENTER PICTOGRAMS WITHIN HATCHED HATCH AREA

SHOWN PER TYPE

3.

SEE PLANS AND ELEVATIONS FOR PLACEMENT DETAILS

3.

MAXIMUM OF FOUR PICTOGRAMS PER SIGNAGE TYPE

4.

5.

CHARACTERS OR BRAILLE SHALL NOT BE LOCATED IN

THE PICTOGRAM FIELD.

ARCHITECT WILL PROVIDE ALL SYMBOLS AND

PICTOGRAMS AS VECTOR IMAGE FILES UPON REQUEST.

4.

5.

6.

7.

8.

SIGN MOUNTING HEIGHTS REFERENCED START AT

FINISH FLOOR

ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH

ALL APPLICABLE BUILDING CODES AND THE AMERICAN

WITH DISABILITIES ACT (ADA) ACCESSIBILITY

GUIDELINES

ARCHITECT TO PROVIDE VECTOR FILE FOR TYPE

SETTING INFORMATION.

FONT STYLE SHOWN MAY NOT REFLECT THE DESIRED

SYTLE

CHARACTERS MUST BE SELECTED FROM FONTS WHERE

THE WIDTH OF THE UPPERCASE LETTER “O” IS 55% TO

110% OF THE HEIGHT OF THE UPPERCASE LETTER “I.”

9.

FIELD VERIFY ALL CONDITIONS

10.

FIRE EXTINGUISHER BLADE SIGN G5 TO BE 7'-0" A.F.F

AND CENTERED ABOVE ALL FIRE EXTINGUISER UNLESS

OTHERWISE NOTED.

11.

PROVIDE ADDITIONAL ATTIC STOCK IN QUANTITIES

INDICATED IN SIGNAGE DETAILS.

QTY MESSAGE

PICTOGRAM

COMMENTS

SIGN TYPE C

STAIR 2

EXIT

ALL GENDER RESTROOM

ALL GENDER RESTROOM

FAMILY RESTROOM

WOMEN

MEN

ADULT CHANGING FACILITY LOCATED ON

LEVEL 2

STAIR 2

EXIT

ALL GENDER RESTROOM

ALL GENDER RESTROOM

ALL GENDER RESTROOM

ALL GENDER UNIVERSAL RESTROOM

WOMEN

MEN

ASSISTIVE LISTENING DEVICES

INCLUDE ADULT CHANGING FACILITY

STAIR 4

EXIT

MAXIMUM OCCUPANCY 100

MAXIMUM OCCUPANCY

COMBINED 150

NORTH ROOM ONLY 49

MAXIMUM OCCUPANCY

COMBINED 150

SOUTH ROOM ONLY 101

3, 5

3, 5

3, 5, 10

2, 3

1, 3

3, 5

3, 5

3, 5, 10

3, 5, 11

2, 3

1, 3

16

1

1

1

1

1

1

1

3

1

1

1

1

1

1

2

1

1

2

2

1

1

QTY MESSAGE

COMMENTS

SIGN TYPE F

116

22

115

21

2

TYPE

LOWER LEVEL

1

C11-2

1

C12

LEVEL 1

C2-0

C2-1

C2-2

C4

C6

C10-1

C11-4

C12

LEVEL 2

C2-0

C2-1

C2-2

C2-3

C4

C6

C8.1

C10-2

C11-5

C12

C16-1

C16-2

C16-3

TYPE

LEVEL 1

F1

F2

F3

F4

F5

QTY MESSAGE

PICTOGRAM COMMENTS

SIGN TYPE G

7, 15

SEE G1 SIGN DETAILS

NO SMOKING

HENNEPIN COUNTY BANS DANGEROUS

WEAPONS ON THESE PREMISES

STAFF ENTRY

EMERGENCY EXIT

CAUTION AUTOMATIC DOOR

SOUTHDALE LIBRARY HOURS

EDINA ART CENTER HOURS

NO ENTRY

LOWER LEVEL DIRECTORY

FLEET EV CHARGING

DELIVERIES

P

NO SMOKING

HENNEPIN COUNTY BANS DANGEROUS

WEAPONS ON THESE PREMISES

HOLDS

AFTER HOURS ENTRY

CAUTION AUTOMATIC DOOR

SOUTHDALE LIBRARY HOURS

EDINA ART CENTER HOURS

7001

NO RE-ENTRY

STAFF ENTRY

HENNEPIN COUNTY SOUTHDALE LIBRARY

LOWER LEVEL DIRECTORY

1

HOLDS

WHERE FILM IS ON GLASS DOOR, PROVIDE

DOUBLE-SIDED DECAL

FIRE EXTINGUISHER BLADE SIGN

PAINTED GRAPHIC, REFER TO SIGNAGE ELEVATIONS

WHERE FILM IS ON GLASS DOOR, PROVIDE

DOUBLE-SIDED DECAL

PLACEHOLDER

8

15

12

13

14

8

5

15

6, 15

FIRE EXTINGUISHER BLADE SIGN

AREA IDENTIFICATION BLADE SIGN

SEE G1-2 SIGN DETAILS

SEE G1 SIGN DETAILS

CAUTION AUTOMATIC DOOR

FILM ON GLASS TO BE DOUBLE-SIDED, GRAPHIC BY

ARCHITECT

G

I

F

T

S

H

O

P

NO RE-ENTRY

EXIT ONLY

LEVEL 3 DIRECTORY

2

WELLNESS

EDINA ART CENTER

8

5

FIRE EXTINGUISHER BLADE SIGN

AREA IDENTIFICATION BLADE SIGN

5, 15

AREA IDENTIFICATION BLADE SIGN

TYPE

LOWER LEVEL

1

G1-1

1

G2-1

G2-2

G2-4

G2-5

G2-6

G2-15

G4-1

G5-1

G6

G7-1

G7-2

G7-5

LEVEL 1

G2-1

G2-3

G2-4

G2-6

G2-7

G2-8

G2-9

G2-10

G2-11

G2-13

G2-14

G2-16

G3-1

G4-2

G5-1

G5-2

G7-3

G8-1

G8-2

LEVEL 2

G2-4

G2-12

G2-14

G2-17

G4-3

G5-1

G5-2

G7-4

G8-3

G8-4

G9-1

1

1

1

1

1

1

4

4

1

1

2

2

1

16

2

2

1

1

1

1

1

2

1

1

1

5

1

1

1

1

7

1

1

1

1

5

1

1

1

1

1

TYPEFACES

Myriad Pro

PICTOGRAMS TYPES

MATERIAL/PRODUCT ID - SIGNAGE

FILM-3

SIGNAGE FILM, <WINDOW/DOOR/WALL>

MFR: 3M;

PRODUCT: PVC FREE FASARA SH2MAOW 1250;

PATTERN: NONE;

COLOR: OPAQUE WHITE;

1

MAN

2

WOMAN

3

ACCESSIBLE

4

HOLDS

5

RESTROOM

6

COPY

7

ELEVATOR

8

FIRE

EXTINGUISHER

9

SHELTER

10

BABY

CHANGING

11

ADULT

CHANGING

12

TRASH

13

RECYCLE

14

COMPOST

15

ARROW

16

ALD

17

NO SMOKING

TEXT MOUNTING HEIGHT

TEXT

TEXT/BRAILLE

10"

"

3

-

'

5

X

A

M

"

0

6

I

N

M

"

8

4

MINIMUM HEIGHT: BASELINE OF LOWEST COPY MOUNTED

NO LOWER THAN 48" ABOVE FLOOR

MAXIMUM HEIGHT: BASELINE OF HIGHEST COPY MOUNTED

NO HIGHER THAN 60" ABOVE FLOOR

SIGNAGE LEGEND

(*) GLASS-MOUNTED SIGNS THAT

ARE NOT FILM / DECAL TYPES

XXX* - ###

SIGN TYPE

LOCATION OR ROOM NUMBER

ROOM NUMBER FOR AREA IDENTIFICATION

TYPES ONLY

SIGNAGE TYPE KEY

NOT ALL TYPES MAY BE USED

SIGN TYPE A | INTERIOR SIGNS

ROOM NUMBER OR NAME

A1

COMPLEX ROOM NAME

A2

SIGN TYPE B | INTERIOR SIGNS

PARTIAL WINDOW

B2

FULL WINDOW

B3

HORIZONTAL TABLOID WINDOW

B6

ALL GENDER

WOMEN'S RESTROOM

MEN'S RESTROOM

SIGN TYPE C | INTERIOR SIGNS

C2

C4

C6

C8.1 ASSISTIVE LISTENING DEVICES (ALD)

C10

C11

C12

C16 OCCUPANCY SIGN

DIRECTION TO ACCESSIBLE FACILITIES

STAIRWAY SIGN

BUILDING EXIT SIGN

SIGN TYPE F | LIBRARY SIGNS

F1

F2

F3

F4

COLLECTIONS END PANEL SIGN - FULL WINDOW

COLLECTIONS SHELF CANOPY TOP

BROWSER BIN SIGN

COMPUTER WORKSTATION SIGN

SIGN TYPE G | SPECIAL SIGNS

G1

G2

G3

G4

G5

G6

G7

G8

G9

DIRECTIONAL BLADE SIGN

FILM / DECAL

DEDICATION PLAQUE

DIRECTORY BLADE SIGN

AREA IDENTIFICATION BLADE SIGN

FLEET EV CHARGING SIGN

PAINT

SPECIAL AREA IDENTIFICATION BLADE SIGN

DIMENSIONAL SIGN

QTY MESSAGE

COMMENTS

SIGN TYPE A

FACILITY MANAGEMENT

JANITORIAL

MAIN POINT OF PRESENCE

MAIN DISTRIBUTION FRAME

MECHANICAL

ELECTRICAL

LOADING DOCK AND SERVICE ELEVATOR

ELEVATOR CONTROL

EDINA ART CENTER ELECTRICAL

EDINA ART CENTER WORKSHOP

ELECTRICAL

STAFF BIKE STORAGE

OFFICE

OFFICE

SERVICE ELEVATOR

JANITORIAL

BOOK DROP

HOLDS

STUDY

STORAGE

STUDY

STUDY

MULTI-PURPOSE ROOM

STUDY

STUDY

WELLNESS

CONFERENCE ROOM

STAFF WORKROOM

INTERMEDIATE DISTRIBUTION FRAME

ELECTRICAL

HUDDLE ROOM

FOCUS ROOM

VIRTUAL CONFERENCE ROOM

CONFERENCE ROOM

STORAGE

STUDY

VIRTUAL CONFERENCE ROOM

CONFERENCE ROOM

BREAKROOM

WELLNESS

OFFICE

OFFICE

OFFICE

OUTDOOR KILNS

KILN STORAGE

GALLERY

THE LOFT

STORAGE

EDINA ART CENTER OFFICE

JANITORIAL

EDINA ART CENTER MAIN DISTRIBUTION

FRAME

INTERMEDIATE DISTRIBUTION FRAME

STUDIO 1

STAFF ONLY STORAGE

LOCKERS

CERAMICS 1

WORK IN PROGRESS

CERAMICS 2

WORK IN PROGRESS

JANITORIAL

STAFF ONLY STORAGE

GLAZE ROOM

GLAZE MIX ROOM

SPRAY ROOM

CERAMICS 3

WORK IN PROGRESS

STUDIO 3

STORAGE

STUDIO 2

STAFF ONLY

KILN ROOM

WELLNESS

COMMUNITY MEETING ROOM

STORAGE

AV

ROOF TERRACE

SIGN TYPE B

QTY MESSAGE

COMMENTS

SEVERE WEATHER SHELTER AREA

SEVERE WEATHER SHELTER AREA

VERTICAL SIGN HOLDER FOR ROTATING

ANNOUNCEMENTS

HORIZONTAL SIGN HOLDER FOR EVACUATION PLAN

SIGN HOLDER FOR STAFF NAME

VERTICAL SIGN HOLDER FOR ROTATING

ANNOUNCEMENTS

HORIZONTAL SIGN HOLDER FOR EVACUATION PLAN

SIGN HOLDER FOR STAFF NAME

VERTICAL SIGN HOLDER FOR ROTATING

ANNOUNCEMENTS

HORIZONTAL SIGN HOLDER FOR EVACUATION PLAN

TYPE

LOWER LEVEL

1

A2-001

1

A2-002

1

A2-004

1

A2-005

1

A2-006

1

A2-007

1

A2-009

1

A2-010

1

A2-011

1

A2-012

1

A2-014

1

A2-016

LEVEL 1

A1-122

A1-125

A1-134

A2-105

A2-107

A2-108

A2-109

A2-110

A2-111

A2-112

A2-113

A2-114

A2-115

A2-117

A2-118

A2-119

A2-123

A2-124

A2-126

A2-127

A2-128

A2-129

A2-131

A2-132

A2-133

A2-135

A2-136

A2-139

LEVEL 2

A1-208

A1-211

A1-220

A2-50

A2-51

A2-202

A2-203

A2-204

A2-210

A2-213

A2-215

A2-216

A2-217

A2-218

A2-219

A2-221

A2-221A

A2-222

A2-222A

A2-223

A2-224

A2-226

A2-226A

A2-226B

A2-227

A2-227A

A2-228

A2-229

A2-232

A2-233

A2-234

A2-235

A2-238

A2-239

A2-240

A2-241

1

1

1

1

1

2

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

1

1

2

1

3

2

1

2

TYPE

LOWER LEVEL

1

B1

2

B3

B6

LEVEL 1

B1

B2

B3

B6

LEVEL 2

B2

B3

B6

2

1

2

7

2

3

5

2

i

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

l

M

A

7

5

:

3

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

t

L

,

e

l

t

s

a

c

k

c

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R

&

r

e

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M

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D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

SIGNAGE

SPECIFICATIONS AND

SCHEDULES

A751

Page 106 of 202

INTERIOR SIGNS | A1 ROOM NUMBER OR NAME (PLAQUE)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPER CASE

Left, see details

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

8 1/2"

3/4"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching acrylic

back panel to hide tape.

Signs to be mounted on finish walls other than painted gypsum walls to

be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

"

3

"

2

/

1

"

1

"

4

/

1

"

2

/

1

MAIN TEXT

A1 ELEVATION

INTERIOR SIGNS | A2 COMPLEX ROOM NAME

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPERCASE

Left, see details

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

Corporation)

Acrylic

Classic white 232 (Braille-Tec by Advance

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

"

6

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching

acrylic back panel to hide tape.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

8 1/2"

3/4"

407

MAIN TEXT

SECOND LINE TEXT

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

A2 ELEVATION

INTERIOR SIGNS | B1 SEVERE WEATHER SHELTER AREA

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPERCASE

Left, UNO see details

5/8”, UNO see details

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

PICTOGRAM

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

Cool grey 228 (Braille-Tec by Advance Corporation)

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching

acrylic back panel to hide tape.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

"

9

"

1

"

4

"

2

1

/

"

1

1"

10"

8"

1"

SEVERE WEATHER

SHELTER AREA

"

8

5

/

"

8

5

/

B1 ELEVATION

INTERIOR SIGNS | B2 PARTIAL WINDOW (CHANGEABLE INSERT)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

8 1/2"

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching acrylic

back panel to hide tape.

"

6

Signs to be mounted on finish walls other than painted gypsum walls to

be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

"

4

3

/

"

2

1

/

"

4

3

/

"

2

1

/

/

"

2

1

4

W

O

D

N

W

I

/

"

2

1

5

I

Y

T

V

A

C

"

1

1/2"

1/4" FOAM TAPE UNDER STRIPE

3/4" STRIPE TO MATCH BACKGROUND COLOR

3/8"

K

C

A

B

D

E

T

N

A

P

I

1/4" FOAM TAPE UNDER STRIPE

3/4" STRIPE TO MATCH BACKGROUND COLOR

VHB TAPE

1/8" CLEAR ACRYLIC BACK

PAINTED AT HATCHED AREA

3/16" CLEAR ACRYLIC

BACK PAINTED

THUMB NOTCH

1/8" CLEAR ACRYLIC BACK

PAINTED AT HATCHED AREA

VHB TAPE

B2 ELEVATION

CHANGEABLE INSERT BY STAFF FOR 5 1/2" x 8 1/2" PAPER

B2 SECTION

INTERIOR SIGNS | B3 FULL WINDOW (CHANGEABLE INSERT)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

8 1/2"

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching acrylic

back panel to hide tape.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

"

2

1

/

"

8

/

7

1

1

"

4

/

3

0

1

"

8

/

5

8 1/2" X 11"

PRINTED INSERT

11/8" THICK SINTRA BACKER

1/16" CLEAR ROWMARK SPACERS

1" FINGER NOTCH CUT-OUT

IN BACKER PLATE

1/8" NON-GLARE ACRYLIC LENS,

MASKED AND PAINTED 2ND SURFACE

INCLUDING ALL EDGES

B3 ELEVATION

B3 SECTION

CHANGEABLE INSERT BY STAFF FOR 8 1/2" x 11" PAPER

INTERIOR SIGNS | B6 HORIZONTAL TABLOID WINDOW (CHANGEABLE INSERT)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching acrylic

back panel to hide tape.

Signs to be mounted on finish walls other than painted gypsum walls to

be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

ATTIC STOCK

Contractor to provide 10 additional as attic stock.

17"

1/2" FOAM TAPE

"

8

/

3

0

1

W

O

D

N

W

I

"

8

/

1

1

1

I

Y

T

V

A

C

"

1

1/2"

FINGER NOTCH CUT OUT OF

.040 PETO BACKER

CENTER TOP TO BOTTOM

FOAM TAPE

1/2" FOAM TAPE

"

8

/

1

2

1

"

8

/

7

"

8

/

7

B6 ELEVATION

CHANGEABLE INSERT BY STAFF FOR 11" x 17" PAPER

i

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

l

INTERIOR SIGNS | C2 ALL GENDER RESTROOM (PICTOGRAM)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPERCASE

CENTER, UNO see details

5/8”, UNO see details

Cool grey 228 (Braille-Tec by Advance Corporation)

8 1/2"

1"

EQ

EQ

1"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

PICTOGRAM

Dashed area represents placement of pictogram

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

"

9

"

1

"

2

/

1

4

"

4

/

3

"

2

/

1

"

1

ALL GENDER

RESTROOM

"

8

/

5

"

8

/

5

1/32"

TACTILE GRAPHICS

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

INTERIOR SIGNS| C4 WOMEN'S RESTROOM, ACCESSIBLE (PICTOGRAM)

CHARACTERS

Font

Case

Align

Height

Myriad Pro (Bold Room Numbers)

UPPERCASE

Center, UNO see details

5/8”, UNO see details

8 1/2"

MATERIALS

Material

Color

Rowmark

Acrylic

White to match PT-2A

___

PICTOGRAM

Dashed area represents placement of pictogram

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

1"

EQ

EQ

1"

"

"

9

9

"

8

/

5

"

1

MAIN TEXT

"

2

"

2

/

1

4

"

2

/

1

2

"

8

/

1

3

1/32"

TACTILE GRAPHICS

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

8 1/2"

8 1/2"

1"

EQ

EQ

1"

1"

EQ

EQ

1"

C2-1 ELEVATION

C4 ELEVATION

"

9

"

1

/

"

2

1

4

"

4

3

/

"

2

1

/

"

1

1/32"

TACTILE GRAPHICS

"

9

ALL GENDER

RESTROOM

"

8

5

/

"

8

5

/

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

"

1

/

"

2

1

4

"

4

3

/

"

2

1

/

"

1

C2-0 ELEVATION

C2-2 ELEVATION

"

9

"

1

/

"

2

1

4

"

4

3

/

"

2

1

/

"

1

C2-3 ELEVATION

ALL GENDER

RESTROOM

"

8

5

/

"

8

5

/

8 1/2"

1"

EQ

EQ

1"

ALL GENDER

RESTROOM

"

8

5

/

"

8

5

/

1/32"

TACTILE GRAPHICS

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

1/32"

TACTILE GRAPHICS

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

INTERIOR SIGNS | C6 MEN'S RESTROOM, ACCESSIBLE (PICTOGRAM)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPERCASE

Center, UNO see details

5/8”, UNO see details

Cool grey 228 (Braille-Tec by Advance Corporation)

8 1/2"

1"

EQ

EQ

1"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

PICTOGRAM

Dashed area represents placement of pictogram

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls to

be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

"

2

/

"

2

1

4

/

"

2

1

2

/

"

8

1

3

1/32"

TACTILE GRAPHICS

1/32"

TACTILE GRAPHICS

FONT: MYRIAD PRO

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

"

9

"

8

5

/

"

1

C6 ELEVATION

MAIN TEXT

INTERIOR SIGNS | C11 STAIRWELL IDENTIFICATION POSTING

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPERCASE

Center, UNO see details

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

Corporation)

Acrylic

Classic white 232 (Braille-Tec by Advance

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

/

"

2

1

1

"

2

/

1

3

"

6

"

6

-

'

1

"

2

/

1

"5

2

/

1

3

"

2

"

1

C11 ELEVATION

1' - 0"

EQ

EQ

STAIR 4

LEVELS 1-4

1 1/2" CHARACTER

HEIGHT

1" CHARACTER

HEIGHT

5" CHARACTER

HEIGHT

1" CHARACTER

HEIGHT

1" CHARACTER

HEIGHT

1" CHARACTER

HEIGHT

LEVEL 1

EXIT

THIS LEVEL

INTERIOR SIGNS | C8.1 ASSISTIVE LISTENING DEVICES (PICTOGRAM)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPERCASE

Center, UNO see details

1/2”, UNO see details

Cool grey 228 (Braille-Tec by Advance Corporation)

8 1/2"

1"

EQ

EQ

1"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

PICTOGRAM

Dashed area represents placement of pictogram

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

"

1

/

"

2

1

4

/

"

2

1

1

ASSISTIVE LISTENING

DEVICES

"

9

"

2

1

/

"

4

3

/

C8.1 ELEVATION

INTERIOR SIGNS | C10 & C17 DIRECTION TO ACCESSIBLE FACILITIES (PLAQUE)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPER CASE

Center, see details

5/8” high

Cool grey 228 (Braille-Tec by Advance Corporation)

8 1/2"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls to

be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

"

3

"

4

3

/

"

2

1

/

"

4

3

/

MAIN TEXT

SECONDARY TEXT

"

2

1

/

"

2

1

/

C10 & C17 ELEVATION

INTERIOR SIGNS | C12 (PLAQUE)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPER CASE

Left, see details

5/8” high

Cool grey 228 (Braille-Tec by Advance Corporation)

3/4"

8 1/2"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

"

3

MAIN TEXT

1/32"

TACTILE GRAPHICS

TYPE 2 RASTER BRAILLE,

PAINTED TO MATCH

BACKGROUND

Signs to be mounted on finish walls other than painted gypsum walls to

be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

C12 ELEVATION

INTERIOR SIGNS | C16 MAXIMUM OCCUPANCY

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro (Bold Room Numbers)

UPPERCASE

See details

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

Corporation)

Acrylic

Classic white 232 (Braille-Tec by Advance

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

When mounted on glass and not accompanied by another sign on the

opposite side of the glass, Contractor to provide color matching

acrylic back panel to hide tape.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

8 1/2"

1/2"

0"

MAXIMUM

OCCUPANCY

"

8

/

5

"

8

/

5

"

2

/

1

"

2

/

1

1

"

2

/

1

2

"

6

100

"

2

/

1

1" HIGH TEXT, BOLD

"

2

/

1

"

2

/

1

1

"

2

/

1

2

"

6

"

2

/

1

1

"

2

/

1

8 1/2"

1/2"

1/2"

MAXIMUM

OCCUPANCY

COMBINED

NORTH ROOM ONLY

150

49

3/8" HIGH TEXT,

LEFT ALIGN

C16-1 ELEVATION

C16-2 ELEVATION

1" HIGH TEXT, BOLD, RIGHT ALIGN

"

8

/

5

"

8

/

5

"

8

/

5

"

8

/

5

8 1/2"

1/2"

1/2"

MAXIMUM

OCCUPANCY

COMBINED

SOUTH ROOM ONLY

150

101

"

2

/

1

"

2

/

1

1

"

2

/

1

2

"

6

"

2

/

1

1

"

2

/

1

C16-3 ELEVATION

3/8" HIGH TEXT,

LEFT ALIGN

1" HIGH TEXT, BOLD, RIGHT ALIGN

M

A

2

0

:

4

3

:

1

1

5

2

0

2

/

7

2

/

6

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Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

SIGNAGE DETAILS

A752

Page 107 of 202

LIBRARY SIGNS | F1 COLLECTION END PANEL SIGN -- FULL WINDOW (CHANGEABLE INSERT)

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPERCASE

See details

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

8 1/2"

9/16"

5/8"

9/16"

5/8"

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

Signs to be mounted on finish walls other than painted gypsum walls

to be noted in shop drawings, and proper installation and mounting

methods shall be approved before fabrication.

ATTIC STOCK

Contractor to provide 10 additional as attic stock.

"

"

4

4

/

/

3

3

1

1

1

1

"

1

1

"

8

/

3

"

8

/

7

1

"

2

/

1

"

4

/

1

"

4

/

1

"

4

/

1

"

2

/

1

"

8

/

5

1

"

4

/

1

"

8

/

3

MAIN TEXT

MAIN TEXT

.375" THICK ACRYLIC

BACKGROUND, PNT-3

8-1/2"W X 11"H INSERT

1" FINGER NOTCH CUT-OUT

IN BACKER PLATE

MAIN TEXT

MAIN TEXT

.375" THICK ACRYLIC

BACKGROUND, PNT-3

F1 ELEVATION

CHANGEABLE INSERT BY STAFF FOR 8 1/2" X 11" PAPER

LIBRARY SIGNS | F2 COLLECTION SHELF CANOPY TOP (CHANGEABLE INSERT)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

ATTIC STOCK

Contractor to provide 5 additional as attic stock.

17"

1/8" WHITE SINTRA SPACERS

1/16" NON-GLARE ACRYLIC LENS, MASKED

AND PAINTED 2ND SURFACE WHITE.

INCLUDING ALL EDGES

1/2" WHITE SINTRA CENTER SPINE

1/16" NON-GLARE ACRYLIC LENS.

MASKED AND PAINTED 2ND SURFACE

WHITE INCLUDING ALL EDGES

1" FINGER NOTCH CUT-OUT

IN BACKER PLATE

17" X 5 1/2"

PRINTED

INSERT

1" BASE. CENTER OF BASE IS RECESSED TO

ALLOW FOR BACKER TO BE PLACED INSIDE

AND MECHANICALLY FASTENED AND GLUES.

(4) SHELF - ADHESIVE RUBBER FEET

/

"

8

7

8

"

1

F2 ELEVATION

CHANGEABLE INSERT BY STAFF FOR 17" X 5 1/2" PAPER

LIBRARY SIGNS | F3 BROWSER BIN SIGN (CHANGEABLE INSERT)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

ATTIC STOCK

Contractor to provide 10 additional as attic stock.

1/16" CLEAR, LASER-CUT ACRYLIC

SPACERS. SPACERS HAVE

ADHESIVE ON BOTH FACES. BOTH

SPACERS ARE 1/4" (H) X 4 1/4" (W) X 1/32" (D)

1/4" STRIP OF VHB TAPE APPLIED

TO BACKER TO ALLOW MOUNTING

TO WALL

1/8" WHITE SINTRA BACKER

4 1/4"

4" X 2.5"

PRINTED

INSERT

/

"

4

1

3

"

8

3

/

/

"

2

1

2

"

8

3

/

1/16" NON-GLARE ACRYLIC

LENS, MASKED AND PAINTED

2ND SURFACE WHITE

INCLUDING ALL EDGES

F3 ELEVATION

CHANGEABLE INSERT BY STAFF FOR 3 x 2 1/2" PAPER

LIBRARY SIGNS | F4 COMPUTER WORKSTATION SIGN (CHANGEABLE INSERT)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

ATTIC STOCK

Contractor to provide 6 additional as attic stock.

5"

1/16" NON-GLARE ACRYLIC LENS.

MASKED AND PAINTED 2ND SURFACE

WHITE INCLUDING ALL EDGES, WITH

1/16" ACRYLIC SPACERS

1 1/8"

7/8"

"

2

1

/

"

3

"

2

"

2

1

/

3 MM DIBOND CORE PAINTED ALL

SIDES INCLUDING EDGES, WHITE

1" FINGER NOTCH CUT-OUT

IN BACKER PLATE

JRS, MODIFIED STOCK FLAG

BRACKET, PAINTED WHITE

CHANGEABLE INSERT

ON BOTH SIDES

F4 ELEVATION

CHANGEABLE INSERT BY STAFF FOR 3 x 2 1/2" PAPER

INTERIOR SIGNS | G2 FILM/DECAL

CHARACTERS

Font

Case

Align

Height

Myriad Pro

UPPERCASE

See details and elevation

See details

MATERIALS

Material

Color

Non PVC film FILM-3

White, U.N.O.

PICTOGRAM

Material

Color

Non PVC film FILM-3

White, U.N.O.

MOUNTING

Film to be applied to the inside of glass, U.N.O.

"

4

/

1

1

"

3

"

8

/

3

0

-

'

1

"

1

"

4

/

3

2

"

4

/

3

4

"

8

/

5

4

-

'

1

"

2

/

1

8

i

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

l

CENTER ON GLAZING

CENTER ON GLAZING

EQ

EQ

EQ

EQ

SOUTHDALE LIBRARY

EDINA ART CENTER

MONDAY

TUESDAY

WEDNESDAY

THURSDAY

FRIDAY

SATURDAY

SUNDAY

G2-6 ELEVATION

9-8

9-8

9-8

9-8

9-5

9-5

12-5

3 1/2"

MONDAY

TUESDAY

WEDNESDAY

THURSDAY

FRIDAY

SATURDAY

SUNDAY

G2-7 ELEVATION

9-8

9-8

9-8

9-8

9-5

9-4

CLOSED

"

4

/

1

1

"

3

"

8

/

3

0

-

'

1

"

8

/

5

4

-

'

1

NO SMOKING

Q

E

Q

E

CENTER TO TEXT

"

2

/

1

3

HENNEPIN COUNTY BANS

DANGEROUS WEAPONS

ON THESE PREMISES

AUTOMATIC

CAUTION

DOOR

"

8

ACTIVATE SWITCH

TO OPERATE

6"

G2-1 ELEVATION

G2-4 ELEVATION

6"

1/4"

1 1/4"

3 1/2"

1 1/4"

INTERIOR SIGNS | G1 DIRECTIONAL BLADE SIGN

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPERCASE

Center

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

Aluminum

White to match PT-A in material list, paint type to match

CTG-2

PICTOGRAM

Hatched and dashed area represents placement of pictogram. Refer to

signage schedule for pictogram and characters per location.

MOUNTING

Ensure that sign is attached securely to the wall/blocking with adequate-

length screws.

Mounting hardware as required to secure sign to wall surface. Sign

fabricator to field verify all locations prior to install to determine

appropriate hardware.

Sign fabricator to field verify mounting locations and adjust mounting per

location as needed to accommodate variations in conditions.

Sign fabricator to confirm mounting heights are permitted with ceiling

heights at each location prior to install.

Refer to signage message schedule for message per location.

"

3

"

2

/

1

3

"

6

-

'

1

"

0

-

'

1

"

5

"

2

/

1

3

"

3

INTERIOR SIGNS | G8 DIRECTIONAL BLADE SIGN AT ACP-3 & MPNL-1A/B

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPERCASE

Center

See details

Cool grey 228 (Braille-Tec by Advance Corporation)

8"

1 1/4"

3 1/2"

1/4"

1 1/4"

2"

8"

1/4"

8"

1/4"

1 1/4"

3 1/2"

1 1/4"

2"

1 1/4"

3 1/2"

1 1/4"

2"

MATERIALS

Material

Color

Aluminum

White to match PT-A in material list, paint type to match

CTG-2

"

4

/

3

1

"

4

/

1

1

REFER TO SIGNAGE SCHEDULE

FOR PICTOGRAMS PER LOCATION

ALUMINUM

PICTOGRAM

Hatched and dashed area represents placement of pictogram. Refer to

signage schedule for pictogram and characters per location.

MOUNTING

Ensure that sign is attached securely to the wall/blocking with adequate-

length screws.

Mounting hardware as required to secure sign to wall surface. Sign

fabricator to field verify all locations prior to install to determine

appropriate hardware.

Sign fabricator to field verify mounting locations and adjust mounting per

location as needed to accommodate variations in conditions.

Sign fabricator to confirm mounting heights are permitted with ceiling

heights at each location prior to install.

Refer to signage message schedule for message per location.

"

2

/

1

3

"

4

/

3

1

"

4

/

1

9

"

6

-

'

1

"

2

/

1

2

-

'

1

/

"

4

3

1

H

O

L

D

S

1 1/4" HIGH TEXT

EQUAL SPACING

BETWEEN LETTERS

"

6

-

'

1

"

2

/

1

3

-

'

1

ALUMINUM

/

"

4

1

1

W

E

L

L

N

E

S

S

REFER TO SIGNAGE

SCHEDULE FOR

PICTOGRAMS PER

LOCATION

"

3

1 1/4" HIGH TEXT

EQUAL SPACING

BETWEEN LETTERS

ALUMINUM

"

2

/

1

3

"

6

-

'

1

"

0

-

'

1

"

5

"

2

/

1

3

"

3

G1-1 PICTOGRAM

CENTER PICTOGRAM ON CHARACTERS

G8-1 PICTOGRAM WITH CHARACTERS

CENTER PICTOGRAM ON CHARACTERS

G8-4 CHARACTERS ONLY

CENTER CHARACTERS

G8-2 & G8-3 PICTOGRAM

CENTER PICTOGRAM ON CHARACTERS

ALUMINUM

CONTINUOUS WELD AND

GRIND SMOOTH, TYP.

COUNTERSUNK FASTENER

FINISH HEAD TO MATCH THE

ALUMINUM PLATE

"

4

1

/

/

"

2

1

2

CONTINUOUS WELD AND

GRIND SMOOTH, TYP.

COUNTERSUNK FASTENER

FINISH HEAD TO MATCH THE

ALUMINUM PLATE

"

4

1

/

/

"

2

1

2

G1 PLAN DETAILS

G1 PLAN DETAILS

INTERIOR SIGNS | G3 DEDICATION PLAQUE

MATERIALS

Material

Bronze

CHARACTERS

Artwork provided by owner

MOUNTING

Use hidden stud mount technique, see section.

BRAILLE

Raised Grade 2 Braille, clear. To adhere to the Americans with

Disabilities Act Accessibility Guidelines (ADAAG).

INTERIOR SIGNS | G4 DIRECTORY BLADE SIGN

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

UPPERCASE

See elevations

See elevations

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

Aluminum

White to match PT-A in material list, paint type to match

CTG-2

FABRICATION

Sign fabricator to field verify all locations prior to install to determine

appropriate hardware.

Sign fabricator to field verify mounting locations and adjust mounting per

location as needed to accommodate variations in conditions.

Sign fabricator to confirm mounting heights are permitted with ceiling

heights at each location prior to install.

COUNTERSUNK FASTENER

FINISH HEAD TO MATCH THE

ALUMINUM PLATE

1' - 5"

ARTWORK BY OWNER

"

1

1

RETURN EDGE TO CONCEAL

ATTACHMENT HARDWARE

PROVIDE BLOCKING AS REQUIRED

PROVIDE ATTACHMENT POINTS

FOR MOUNTING HARDWARE

CAST INTO THE PLAQUE FOR

BLIND MOUNTING, COORDINATE

WITH MFR

COUNTERSUNK FASTENER

FINISH HEAD TO MATCH THE

ALUMINUM PLATE

"

0

-

'

1

G3-1 ELEVATION

DEDICATION PLAQUE

"

0

-

'

1

FRONT OF PLAQUE

G3-1 SECTION

CONTINUOUS WELD AND

GRIND SMOOTH, TYP.

"

4

/

1

G4 PLAN DETAILS

INTERIOR SIGNS | G5 AREA IDENTIFICATION BLADE SIGN

CHARACTERS

Font

Case

Align

Height

Color

Myriad Pro

Title Case

Left, see details

1 1/2”

Cool grey 228 (Braille-Tec by Advance Corporation)

CONTINUOUS WELD AND

GRIND SMOOTH, TYP.

MATERIALS

Material

Color

Aluminum

White to match PT-A in material list, paint type to match

CTG-2

PICTOGRAM

Dashed area represents placement of pictogram. See signage schedule

for pictogram per location.

FABRICATION

Sign fabricator to field verify all locations prior to install to determine

appropriate hardware.

Sign fabricator to field verify mounting locations and adjust mounting per

location as needed to accommodate variations in conditions.

Sign fabricator to confirm mounting heights are permitted with ceiling

heights at each location prior to install.

Refer to signage message schedule for message per location.

MOUNTING

Flush mount using VHB tape, per installation instructions in the sign

specifications section and the locations detailed in the sign locations

section.

"

4

1

/

G5 PLAN DETAILS

/

"

2

1

1

7"

5"

1"

1"

"

1

"

6

"

4

"

1

G5 ELEVATION

INTERIOR SIGNS | G6 EV CHARGING SIGN

CHARACTERS

Font

Case

Align

Color

Myriad Pro - WHITE TEXT ON BLUE BACKGROUND

UPPERCASE

Center

Cool grey 228 (Braille-Tec by Advance Corporation)

MATERIALS

Material

Color

Acrylic

Classic white 232 (Braille-Tec by Advance Corporation)

with PANTONE 293 U accent

PICTOGRAM

Graphic by architect

MOUNTING

Ensure that sign is attached securely to the wall/blocking with adequate-

length screws.

Mounting hardware as required to secure sign to wall surface. Sign

fabricator to field verify all locations prior to install to determine

appropriate hardware. No exposed fasteners allowed.

Sign fabricator to field verify mounting locations and adjust mounting per

location as needed to accommodate variations in conditions.

"

6

-

'

1

Sign fabricator to confirm mounting heights are permitted with ceiling

heights at each location prior to install.

See elevation 10/A757 and specs for mounting on steel post.

1' - 0"

ELECTRIC

VEHICLE

CHARGING

EV

FLEET VEHICLES

ONLY

G6 ELEVATION

1' - 0"

2"

1/4"

1' - 0"

2"

1/4"

1' - 0"

2"

1/4"

Refer to signage message schedule for message per location.

1 1/4"

2"

3/4"

1 1/4"

2"

3/4"

1 1/4"

2"

3/4"

MOUNTING

See 24/A571 details for installation at metal panel MPNL-1B.

"

4

-

'

1

"

2

"

2

"

2

/

1

2

"

2

"

2

/

1

2

"

3

"

2

2

EDINA ART CENTER

MEETING ROOM

LIBRARY

1

P PARKING

ALIGN TEXT HORIZONTAL

CENTERLINE TO FLOOR NUMBER

HORIZONTAL CENTERLINE, TYP.

MOUNTING HARDWARE AS

REQUIRED TO SECURE SIGN TO

WALL SURFACE

1/2" TEXT

3/4" TEXT

"

4

-

'

1

"

2

"

2

"

2

/

1

2

"

3

"

2

/

1

2

"

2

"

2

EDINA ART CENTER

MEETING ROOM

2

1

P PARKING

LIBRARY

1/2" TEXT

ALIGN TEXT HORIZONTAL

CENTERLINE TO FLOOR NUMBER

HORIZONTAL CENTERLINE, TYP.

MOUNTING HARDWARE AS

REQUIRED TO SECURE SIGN TO

WALL SURFACE

3/4" TEXT

1/2" TEXT

"

4

-

'

1

"

2

"

3

"

2

/

1

2

"

2

"

2

/

1

2

"

2

"

2

2

1

EDINA ART CENTER

MEETING ROOM

LIBRARY

P PARKING

ALIGN TEXT HORIZONTAL

CENTERLINE TO FLOOR NUMBER

HORIZONTAL CENTERLINE, TYP.

MOUNTING HARDWARE AS

REQUIRED TO SECURE SIGN TO

WALL SURFACE

1/2" TEXT

WHITE BACKGROUND

WITH BLACK TEXTS

FLOOR NUMBER TO ALIGN CENTER, TYP.

G4-1 ELEVATION

G4-2 ELEVATION

G4-1 ELEVATION

M

A

5

0

:

4

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

t

L

,

e

l

t

s

a

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R

&

r

e

r

e

h

c

S

,

r

e

y

e

M

t

h

g

i

r

y

p

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3

2

0

2

i

g

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D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

SIGNAGE DETAILS

A753

Page 108 of 202

2

3

4

5

6

7

10

9

1.1

1

10.1

10.2

SIGNAGE LEGEND

(*) GLASS-MOUNTED SIGNS THAT

ARE NOT FILM / DECAL TYPES

XXX* - ###

SIGN TYPE

LOCATION OR ROOM NUMBER

ROOM NUMBER FOR AREA IDENTIFICATION

TYPES ONLY

SIGNAGE TYPE KEY

NOT ALL TYPES MAY BE USED

SIGN TYPE A | INTERIOR SIGNS

ROOM NUMBER OR NAME

A1

COMPLEX ROOM NAME

A2

SIGN TYPE B | INTERIOR SIGNS

PARTIAL WINDOW

B2

FULL WINDOW

B3

HORIZONTAL TABLOID WINDOW

B6

ALL GENDER

WOMEN'S RESTROOM

MEN'S RESTROOM

SIGN TYPE C | INTERIOR SIGNS

C2

C4

C6

C8.1 ASSISTIVE LISTENING DEVICES (ALD)

C10

C11

C12

C16 OCCUPANCY SIGN

DIRECTION TO ACCESSIBLE FACILITIES

STAIRWAY SIGN

BUILDING EXIT SIGN

SIGN TYPE F | LIBRARY SIGNS

F1

F2

F3

F4

COLLECTIONS END PANEL SIGN - FULL WINDOW

COLLECTIONS SHELF CANOPY TOP

BROWSER BIN SIGN

COMPUTER WORKSTATION SIGN

SIGN TYPE G | SPECIAL SIGNS

G1

G2

G3

G4

G5

G6

G7

G8

G9

DIRECTIONAL BLADE SIGN

FILM / DECAL

DEDICATION PLAQUE

DIRECTORY BLADE SIGN

AREA IDENTIFICATION BLADE SIGN

FLEET EV CHARGING SIGN

PAINT

SPECIAL AREA IDENTIFICATION BLADE SIGN

DIMENSIONAL SIGN

A.1

BREAKROOM

207

OFFICE

208

WORKROOM

209

A1-208

B2

EAC OFFICE

210

A1-211

B2

OFFICE

211

STORAGE

204

A2-204

A2-204

THE LOFT

203

G2-4

STAIR 1

2S1

ELEV A

2EA

G4-3

G7-4

B6

5

4

A758

6

WOMEN

212

JANITORIAL

213

G2-4

MEN

214

A2-210

G2-4

C4

A2-213

G2-4

C6

G5-2

G2-12

GIFT SHOP

205

RECEPTION

206

A2-202

GALLERY

202

A2-203

G5-1

A2-241

G2-4

C16-1

A

B

C

D

E

F

G

H

STUDIO 1

217

STORAGE

218

LOCKERS

219

A2-221A

CERAMICS 1

221

CERAMICS 2

222

A2-215

EAC MDF

215

WIP

221A

OFFICE

220

HC IDF

216

WIP

222A

A2-222A

STORAGE

224

D

W

ELEV B

2EB

B6

JANITORIAL

223

A2-217

A2-219

A2-218

G5-1

A1-220

B2

A2-216

A2-221

COAT HOOKS

COAT HOOKS

A2-232

C2-0

C2-1

A2-228

A2-227

G5-1

A2-222

7

A758

8

9

CORRIDOR

245

A2-223

A2-224

C12

A2-226

A2-234

A2-50

OUTDOOR

KILNS

242

A2-51

STORAGE

243

G9-1

ALL GENDER

231

ALL GENDER

230

SLOT VENT

GLAZE MIX

226A

A2-226A

A2-234

KILN

234

STUDIO 2

232

STORAGE

229

STUDIO 3

228

CERAMICS 3

227

A2-226B

GLAZE

226

A2-229

A2-229

"

7

A2-227A

SPRAY

226B

WIP

227A

STAIR 4

2S4

A758

10

C11-5

A2-233

G8-3

G2-4

G2-4

14

A758

12

13

C2-3

C10-2

C2-2

11

A758

C12

G2-14

G8-4

A2-235

G2-17

ALL GENDER

236

WELLNESS

235

G5-1

EQ EQ

ALL GENDER

237

C16-2

SCREEN

ROOM DIVIDER

COMMUNITY

MEETING

ROOM

238

A2-238

B3

A2-239

C8.1

B3

A2-240

EQ EQ

STORAGE

239

AV

240

DIVIDER

147

C16-3

A2-239

C8.1

B3

15

16

A758

G5-1

A2-238

B3

A758

17

A2-238

B3

A2-241

C16-1

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LEVEL TWO SIGNAGE

PLAN

A756

TERRACE

241

Acoustic

KRA

1 LEVEL 2 SIGNAGE PLAN

A756

1/8" = 1'-0"

* FURNITURE IS NOT IN SCOPE, FOR REFERENCE ONLY

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

i

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

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b

L

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S

1

2

0

3

2

0

2

/

/

:

s

c

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D

k

s

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d

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t

u

A

l

M

A

6

2

:

4

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

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p

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3

2

0

2

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w

a

r

D

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Page 109 of 202

2' - 0 3/4"

1' - 0"

SSF-1

REF-1

3' - 0"

"

0

-

'

7

1

A812

3

"

0

-

'

7

"

2

-

'

2

"

0

-

'

2

"

0

1

-

'

2

2 MW-17 PLAN - EAC "THE LOFT" KITCHENETTE

A812

3/8" = 1'-0"

2' - 6"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

6' - 0"

"

0

-

'

1

FILLER PANEL

WD-4

2' - 6"

2.1-B

______

A850

MWA-1D

2"

"

2

TA-6

TA-11

SSF-1

PULLS CENTERED TYP.

MWA-1B

"

2

.

P

Y

T

ALIGN

2"

TYP.

SSF-1

5' - 0"

1.4-B

______

A850

3' - 0"

1.3-B

______

A850

3' - 0"

1.3-B

______

A850

3 MW-17 ELEVATION - EAC "THE LOFT" KITCHENETTE

A812

3/8" = 1'-0"

"

0

-

'

6

2"

"

4

-

'

2

2' - 10"

3.5-B

______

A851

REF-1

3' - 1 1/4"

CLEAR

3' - 9"

2' - 6"

MTL-5

6

A812

"

4

/

3

0

-

'

2

5 MW-40 PLAN - LARGE STUDIO

A812

3/8" = 1'-0"

2' - 6"

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

1' - 10 1/4"

2.1-B

______

A850

"

2

-

'

3

"

0

-

'

2

"

0

1

-

'

2

"

0

-

'

8

MWA-1D

TYP.

2"

TYP.

"

2

.

P

Y

T

"

2

.

P

Y

T

2"

2' - 6"

1.9-B

______

A850

1' - 3"

1.9-B

______

A850

MTL-5

MTL-5

2' - 6"

CLEAR

SEDIMENT TRAP -

SEE PLUMBING

6' - 3"

1.7-B

______

A850

2' - 6"

1.9-B

______

A850

2' - 6"

1.9-B

______

A850

2' - 6"

1.9-B

______

A850

1' - 10"

1.11-B

______

A850

MWA-1D TYP.

MTL-5

AT END PANEL

MWA-1B

CENTER ON PANEL, TYP.

4 MW-40 3D VIEW

A812

6 MW-40 ELEVATION - LARGE STUDIO

A812

3/8" = 1'-0"

MWA-8

MAGNETIC POWER

TRACK BTW MWA-8S

"

3

-

'

1

"

0

1

-

'

2

RECESSED WALL

STANDARDS MWA-8

ADJUSTABLE SHELF

BRACKET

MWA-9

ADJUSTABLE

SHELVING WITH

INTEGRATED LIGHTING

MWA-11

MAGNETIC POWER

TRACK TYP.

MWA-10

MWA-1C

LOCKING STORAGE

A812

13

3/8" ACRYLIC PLEXIGLASS

DIVIDER BELOW SHOWN

DASHED

A812

14

14

A812

3/8" ACRYLIC PLEXIGLASS

13

A812

SSF-1

"

5

2"

TYP

4 EQ SPACES

1.1-B

______

A850

9 MW-18 ELEVATION - GIFT SHOP NORTH

A812

3/8" = 1'-0"

MWA-8

MAGNETIC POWER

TRACK BTW MWA-8S

3/8" ACRYLIC PLEXIGLASS DIVIDER

AT CABINET TRANSITION, TYP.

1/8" REVEAL AROUND 3/8"

ACRYLIC PLEXIGLASS TOP, TYP.

"

0

1

-

'

2

"

5

S

R

E

W

A

R

D

Q

E

2

"

4

/

3

6

-

'

1

"

4

4

______

A852

3

______

A852

WD-4

4.15-B

______

A852

WD-4 BASE

13' - 4"

5 EQ CABINETS

10 MW-20 ELEVATION - GIFT SHOP SOUTH

A812

3/8" = 1'-0"

12 MW-19 PLAN - GIFT SHOP

A812

3/8" = 1'-0"

15 MW-43 3D VIEW

A812

"

0

1

-

'

2

"

5

"

4

/

3

6

-

'

1

"

4

6' - 0"

2 EQ CABINETS

4.16-B

______

A852

3/8" ACRYLIC

PLEXIGLASS FRONT

PROVIDE CAM LOCK FOR

ALL DRAWERS

MWA-1A

WD-4 FRONT

LEVEL 2

118' - 0"

WD-4 BASE

13 MW-19 DISPLAY ELEVATION NORTH

A812

3/8" = 1'-0"

RECESSED WALL

STANDARDS

TO B.O. CEILING,

CONTINUOUS

MWA-8

ADJUSTABLE SHELF

BRACKET

MWA-9

WD-4

ADJUSTABLE

SHELVING WITH

INTEGRATED LIGHTING

MWA-11

MAGNETIC POWER

TRACK TYP.

MWA-10

3/8" ACRYLIC

PLEXIGLASS SLIDING

LOCKABLE DISPLAY

PROVIDE WD-4 END PANEL WHERE

EXPOSED TO VIEW, TYP.

PROVIDE CAM LOCK FOR

ALL DRAWERS, TYP.

MWA-1A ,TYP.

RECESSED WALL

STANDARDS MWA-8

ADJUSTABLE SHELF

BRACKET

MWA-9

ADJUSTABLE

SHELVING WITH

INTEGRATED LIGHTING

MWA-11

MAGNETIC POWER

TRACK TYP.

MWA-10

MWA-8

MAGNETIC POWER

TRACK BTW MWA-8S

"

7

-

'

6

"

0

1

-

'

2

4

______

A852

3

______

A852

11' - 3"

4 EQ SPACES

1.1-B

______

A850

SSF-1

2"

"

5

MWA-1C

LOCKING STORAGE

3/8" ACRYLIC PLEXIGLASS,

ALL JOINTS TO BE WELDED,

POLISHED AND BUFFED, TYP.

PROVIDE WD-4 ED

PANEL, TYP.

"

4

/

1

6

"

4

/

3

3

-

'

2

"

0

1

-

'

2

LEVEL 2

118' - 0"

WD-4

3' - 0"

4.16-B

______

A852

11 MW-18 ELEVATION - GIFT SHOP WEST

A812

3/8" = 1'-0"

14 MW-19 DISPLAY ELEVATION EAST

A812

3/8" = 1'-0"

18 MW-41 3D VIEW

A812

A812

20

11' - 10"

PPNL-3

5' - 9"

PPNL-3

"

4

-

'

1

19 MW-41 PLAN - CORRIDOR

A812

3/8" = 1'-0"

9' - 8"

/

"

4

3

0

-

'

2

MTL-5

42" CLEAR

MIN

17

A812

16 MW-43 PLAN - EAC WORKSHOP

A812

3/8" = 1'-0"

EQUIPMENT BY OTHERS

TA-6

TA-11

MTL-5

2"

"

2

MWA-1B

MWA-1D

"

0

-

'

2

"

0

1

-

'

2

TRASH-1

GREY

2' - 8"

1.10-B

______

A850

2' - 8"

1.10-B

______

A850

3' - 1"

1.7-B

______

A850

1' - 3"

1.6-B

______

A850

17 MW-43 EAC WORKSHOP NORTH

A812

3/8" = 1'-0"

PPNL-3 SHELF

PPNL-3 SHELF

ALIGN

"

0

-

'

2

"

0

-

'

2

"

6

-

'

1

PPNL-3 SHELF

ALIGN

COAT HOOKS

TA-19C

PPNL-3

5' - 9"

4.1-C

______

A850

1' - 8"

11' - 10"

4.1-B

______

A850

CONCEALED BRACKET

FLOATING BENCH WITH

BOOT STORAGE BELOW

20 MW-41 ELEVATION - CORRIDOR

A812

3/8" = 1'-0"

1 MW-17 3D VIEW

A812

7 MW-18-20 3D VIEW

A812

MW-18

9

11

A812

10

1' - 0 3/4"

12

______

A812

MW-19

MW-20

13' - 4"

5 EQ SPACES

GLASS TOP

WD-4

SHELVES

8 MW-18-20 PLAN - GIFT SHOP

A812

3/8" = 1'-0"

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Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

EAC ART GALLERY

MILLWORK PLANS +

ELEVATIONS

A812

Page 110 of 202

3' - 0 3/4"

NSMF FRAMED

WALL

8' - 8"

GROMMET

ø 2"

POS

SSF-1

5

A813

7

8

FLAT SCREEN,

REFER TO AV

SSF-1

MILLWORK

WALL

"

6

-

'

2

"

9

-

'

4

"

4

/

3

6

-

'

1

MILLWORK

WALL

2' - 6"

R 2' - 0"

6

A813

ø 2"

D

E

M

A

R

F

F

M

S

N

L

L

A

W

GROMMET

R 2' - 0"

MILLWORK

WALL

REF-1

MICRO-1

SSF-1

A813

11

"

7

-

'

2

1

2' - 0 3/4"

SSF-1

13

A813

9 MW-22 3D VIEW

A813

12 MW-23 3D VIEW

A813

1' - 0 3/4"

2' - 0 3/4"

1 MW-21 3D VIEW

A813

3 MW 21 - EAC RECEPTION AXON

A813

2 MW-21 PLAN - EAC RECEPTION

A813

3/8" = 1'-0"

10 MW-22 PLAN - EAC STAFF KITCHENETTE

A813

3/8" = 1'-0"

10' - 1"

2.2-B

______

A850

REF-1

MICRO-1

SSF-1

TA-6

TA-11

TL-4B

MTL-5

"

2

.

P

Y

T

"

1

-

'

2

"

1

-

'

2

"

0

1

-

'

2

"

0

-

'

7

MWA-1A

3' - 5 1/8"

CLEAR

2' - 6"

3.8-B

______

A851

SIM

2' - 0"

1.3-B

______

A850

3' - 1"

1.4-B

______

A850

2' - 0"

1.3-B

______

A850

3' - 0"

1.3-B

______

A850

11 MW-22 ELEVATION - EAC STAFF KITCHENETTE

A813

3/8" = 1'-0"

SWINGING GATE - SWINGS IN

SSF-1

MTL-1

MTL-1

4.17

______

A852

CURVED

PANEL

EQ

EQ

/

"

8

7

8

-

'

2

/

"

8

7

6

-

'

2

"

2

4 MW-21 ELEVATION - EAC RECEPTION NORTH A

A813

3/8" = 1'-0"

14 MW-23 PLAN - EAC STAFF WORK ROOM

A813

3/8" = 1'-0"

FURNITURE

BY OTHERS

MWA-1A

MWA-1C

SSF-1

WD-4

2' - 7"

1.2-B

______

A850

2' - 7"

1.2-B

______

A850

2' - 7"

1.2-B

______

A850

2' - 7"

1.2-B

______

A850

2' - 7"

1.2-B

______

A850

13 MW-23 ELEVATION - EAC STAFF WORK ROOM WEST

A813

3/8" = 1'-0"

SSF-1

"

4

"

0

1

-

'

2

LEVEL 2

118' - 0"

5' - 0"

1.4-B

______

A850

TA-11

TA-27

"

4

"

0

1

-

'

2

SSF-1

LEVEL 2

118' - 0"

5' - 0"

1.4-B

______

A850

18 MW-25 ELEVATION MENS RR LVL 2

A813

3/8" = 1'-0"

19 MW-26 ELEVATION WOMENS RR LVL 2

A813

3/8" = 1'-0"

4.13

______

A852

SSF-1

4.17

______

A852

WD-4

WD-4

WD-4

"

0

1

-

'

2

LOCKING

11' - 2"

1' - 6"

2' - 2"

1.3-B

______

A850

4.13

______

A852

MTL-1

SSF-1

"

8

/

7

8

-

'

2

"

8

/

7

6

-

'

2

"

2

CURVED

PANEL

4' - 9 3/4"

CURVED

PANEL

15 MW-24 3D VIEW

A813

5 MW-21 ELEVATION - EAC RECEPTION NORTH B

A813

3/8" = 1'-0"

6 MW-21 ELEVATION - EAC RECEPTION EAST A

A813

3/8" = 1'-0"

4.13

______

A852

SSF-1

MWA-1A

"

8

/

7

8

-

'

2

ROLL UNDER

MTL-1

"

8

/

7

8

-

'

2

1' - 6 3/4"

MWA-1C

3' - 0"

1.2-B

______

A850

14' - 2 3/4"

3' - 0"

1.2-B

______

A850

3' - 0"

1.2-B

______

A850

3' - 0"

1.2-B

______

A850

FLAT SCREEN DISPLAY

SEE AV DWGS

SSF-1

LOCKING STORAGE

3' - 6"

FILLER PANEL

3' - 0"

2.1-B

______

A850

2"

TYP.

"

2

.

P

Y

T

3' - 0"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

4' - 0"

MWA-1C

FILLER PANEL

"

2

/

1

3

-

'

1

1' - 5"

TYP

2"

3' - 6"

3.5-B

______

A851

9' - 0"

3.7-B

______

A851

OPEN CUBBIES

"

6

-

'

4

"

6

-

'

1

COAT RACK

BENCH

9' - 0"

4.4-B

______

A850

"

0

-

'

6

MWA-1A

4' - 0"

3.5-B

______

A851

"

4

/

1

1

-

'

2

"

0

-

'

6

"

4

/

1

1

-

'

8

FILLER PANEL

7 MW-21 ELEVATION - EAC RECEPTION EAST B

A813

3/8" = 1'-0"

i

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

l

8 MW-21 ELEVATION - EAC RECEPTION SOUTH B

A813

3/8" = 1'-0"

16 MW-24 PLAN - ELEVATION EAC STAFF WORK ROOM

A813

3/8" = 1'-0"

A813

16

COAT RACK

"

2

3

/

3

0

-

'

9

SSF-1

18

A813

A813

19

SSF-1

"

0

-

'

5

2' - 0 3/4"

17 MW-24 PLAN - EAC STAFF WORK ROOM

A813

3/8" = 1'-0"

20 MW-25 PLAN MENS RR LVL 2

A813

3/8" = 1'-0"

21 MW-26 PLAN WOMENS RR LVL 2

A813

3/8" = 1'-0"

M

A

8

0

:

7

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

t

L

,

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l

t

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a

c

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c

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&

r

e

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e

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c

S

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e

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M

t

h

g

i

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y

p

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3

2

0

2

i

g

n

w

a

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D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

EAC ART GALLERY

MILLWORK PLANS +

ELEVATIONS

A813

Page 111 of 202

2

A814

"

2

-

'

4

2

MTL-5

"

6

-

'

7

2' - 0 3/4"

4 MW-28 3D VIEW

A814

3 MW-27 PLAN - MAKERSPACE

A814

3/8" = 1'-0"

Laser

Cutter

3D

Printer

3D

Printer

EQUIPMENT BY OTHERS

MTL-5

MWA-6A

MWA-1C

6' - 8 27/64"

4.2-B

______

A850

3' - 0"

1.11-B

______

A850

"

6

"

0

1

-

'

2

ALL LOCKING

CABINETS

MTL-5

AT END PANEL

MWA-1C

3' - 0"

1.10-B

______

A850

3' - 0"

1.10-B

______

A850

6 MW-28 ELEVATION - MAKERSPACE EAST

A814

3/8" = 1'-0"

8"

R 0' - 3"

/

"

4

6

1

5

7

PROVIDE

NOTCH CUT

OUT FOR

LASER CUTTER

FILTER

Laser

Cutter

"

8

-

'

5

1

A814

6

MTL-5

3D

Printer

2' - 0 3/4"

"

6

-

'

2

/

"

4

1

2

-

'

5

1

"

4

/

1

4

-

'

3

?

MTL-5

9

A814

5 MW-28 PLAN - MAKERSPACE

A814

3/8" = 1'-0"

8 MW-29 PLAN - CERAMICS 1

A814

3/8" = 1'-0"

7 MW-29 3D VIEW

A814

SURFACE MOUNTED

WALL STANDARDS MWA-8

ADJUSTABLE SHELF

MWA-12

"

2

-

'

3

"

0

-

'

2

MTL-5

TA-11

TA-6

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

2' - 6"

CLEAR

SEDIMENT TRAP

SEE PLUMBING

5' - 10 1/4"

1.7-B

______

A850

1' - 8"

1.8-B

______

A850

1' - 8"

1.8-B

______

A850

9 MW-29 ELEVATION - CERAMICS 1

A814

3/8" = 1'-0"

1 MW-27 3D VIEW

A814

"

0

-

'

8

MWA-1A

MWA-1C

MWA-1C

3' - 4"

3' - 4"

2' - 6"

6' - 8"

3.5-B

______

A851

2 MW-27 ELEVATION - MAKERSPACE WEST

A814

3/8" = 1'-0"

SCREEN SIZE BEING

COORDINATED WITH AV

FILLER PANEL - COLUMN BEYOND

ADJUSTABLE SHELVES TYP

WD-4

ALL LOCKING CABINETS

MTL-5

2' - 6"

7' - 6"

1.10-B

______

A850

2' - 6"

4' - 0"

3.6-B

______

A851

2' - 0"

10' - 0"

4' - 0"

3.5-B

______

A851

2' - 0 3/4"

MTL-5

"

8

/

5

0

1

-

'

3

"

6

-

'

2

"

4

/

1

9

-

'

5

1

A814

11

2' - 0 3/4"

5

-

L

T

M

"

0

-

'

9

"

6

-

'

3

"

6

-

'

2

14

A814

DRY-1

D

WASH-1

W

15 MW-31 PLAN - LAUNDRY

A814

3/8" = 1'-0"

10 MW-30 3D VIEW

A814

13 MW-31 3D VIEW

A814

12 MW-30 PLAN - CERAMICS 2

A814

3/8" = 1'-0"

"

6

-

'

3

"

0

-

'

2

SURFACE MOUNTED

WALL STANDARDS MWA-8

ADJUSTABLE SHELF

MWA-12

TA-6

TA-11

MTL-5

MTL-5

1' - 8"

1.8-B

______

A850

1' - 8"

1.8-B

______

A850

2' - 6"

CLEAR

SEDIMENT TRAP

SEE PLUMBING

6' - 4 5/8"

1.7-B

______

A850

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

11 MW-30 ELEVATION - WHEEL 2

A814

3/8" = 1'-0"

SURFACE MOUNTED

WALL STANDARDS MWA-8

ADJUSTABLE SHELF

MWA-12

"

6

-

'

3

"

8

-

'

1

TA-6

TA-11

MTL-5

"

4

SEDIMENT TRAP -

SEE PLUMB

WASH-1

DRY-1

2' - 6"

CLEAR

SEDIMENT TRAP -

SEE PLUMB

WD-4

AT END PANEL

1' - 6"

1.8-B

______

A850

6' - 0"

9' - 0"

1.7-B

______

A850

1' - 6"

1.8-B

______

A850

14 MW-31 ELEVATION - LAUNDRY

A814

3/8" = 1'-0"

16 MW-32 3D PLAN

A814

8' - 9 1/2"

PPNL-3

A814

18

21' - 8"

PPNL-3

17 MW-32 PLAN - CORRIDOR

A814

3/8" = 1'-0"

SHELF

PPNL-3

SHELF

PPNL-3

PPNL-3

COAT HOOKS TA-19C

PPNL-3

CONCEALED BRACKET

FLOATING BENCH WITH

BOOT STORAGE BELOW

SHELF

PPNL-3

PPNL-3

4.4

______

A850

21' - 8"

1' - 8"

4.4

______

A850

FIX - MIGHT NEED NEW SECTION TYPES

8' - 9 1/2"

4.4

______

A850

"

4

-

'

1

"

0

-

'

4

"

6

-

'

1

"

4

-

'

1

"

0

-

'

2

"

0

-

'

2

"

6

-

'

1

18 MW-32 ELEVATION - CORRIDOR

A814

3/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

EAC CLASSROOMS

MILLWORK PLANS +

ELEVATIONS

A814

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3

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a

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d

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1

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0

3

2

0

2

/

/

:

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c

o

D

k

s

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d

o

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A

M

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3

:

7

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

t

L

,

e

l

t

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a

c

k

c

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,

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Page 112 of 202

2' - 0 3/4"

1' - 0"

MTL-5

A815

2

4 MW-34 3D VIEW

A815

"

0

3 EQ SECTIONS

"

8

/

5

9

-

'

9

6

A815

"

6

-

'

2

"

8

/

5

4

-

'

2

"

1

1

-

'

2

MTL-5

2' - 0 3/4"

5 MW-34 PLAN - GLAZE BAY WEST

A815

3/8" = 1'-0"

3 MW-33 PLAN GLAZE BAY EAST

A815

3/8" = 1'-0"

"

4

-

'

8

"

6

-

'

3

"

0

-

'

2

"

0

1

-

'

2

MWA-12

MTL-5

MTL-5

SEDIMENT TRAP -

SEE PLUMBING

2' - 6"

CLEAR

7' - 9 5/8"

1.7-B

______

A850

2' - 0"

1.8-B

______

A850

6 MW-34 ELEVATION - GLAZE BAY EAST

A815

3/8" = 1'-0"

7 MW-35 3D VIEW

A815

"

6

-

'

3

"

0

-

'

2

"

0

1

-

'

2

MTL-5

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

8' - 6"

2' - 6"

CLEAR

1.7-B

______

A850

8 MW-35 ELEVATION - GLAZE MIXING

A815

3/8" = 1'-0"

1 MW-33 3D VIEW

A815

"

0

-

'

8

"

6

-

'

3

"

8

-

'

1

"

0

1

-

'

2

MTL-5

18' - 8 1/2"

4.2

______

A850

SURFACE MOUNTED

WALL STANDARDS MWA-8

ADJUSTABLE SHELF

MWA-12

MTL-5

BRACKETS AS REQUIRED

2 MW-33 ELEVATION GLAZE BAY EAST

A815

3/8" = 1'-0"

11' - 11"

3' - 9 1/4"

2' - 6"

?

MTL-5

11

A815

"

4

/

3

0

-

'

2

MTL-5

14' - 3 17/32"

1' - 3 1/4"1' - 3 1/4"

15

16

A815

"

4

/

3

0

-

'

2

"

8

/

3

0

-

'

9

"

6

-

'

2

"

4

/

3

1

1

-

'

2

MTL-5

2' - 0 3/4"

17 MW-438/39 3D VIEW

A815

10 MW-36 3D VIEW

A815

12 MW-36 PLAN - HANDBUILDING

A815

3/8" = 1'-0"

13 MW-37 3D VIEW

A815

14 MW-37 PLAN - STUDIO 3

A815

3/8" = 1'-0"

MTL-5

"

4

/

3

9

-

'

3

"

4

/

1

4

-

'

3

"

4

-

'

1

"

6

-

'

4

1

8

A815

SURFACE MOUNTED

WALL STANDARDS MWA-8

ADJUSTABLE SHELF

MWA-12

2' - 0 3/4"

9 MW-35 PLAN - GLAZE MIXING

A815

3/8" = 1'-0"

MTL-5

SEDIMENT TRAP -

SEE PLUMBING

4.18

______

A852

"

4

/

3

0

-

'

2

"

9

-

'

2

"

9

-

'

2

"

4

/

3

4

"

9

-

'

4

4' - 1 1/8"

1/2"

WD-4

CUBBIES

4.18-B

______

A852

4' - 0 3/4"

12' - 3"

12' - 4"

3/4" 7 5/8" 8"

8"

1' - 4"

8"

3/4"

4' - 1 1/8"

1/2"

18 MW-38/39 ELEVATION - PAINTING STORAGE

A815

3/8" = 1'-0"

SURFACE MOUNTED

WALL STANDARDS MWA-8

ADJUSTABLE SHELF

MWA-12

MTL-5

OPEN SHELVING

MTL-5

RETURN AT

END PANEL

"

0

-

'

2

"

0

1

-

'

2

MTL-5

TA-11

TA-6

2' - 6"

CLEAR

SEDIMENT TRAP -

SEE PLUMBING

6' - 3 1/4"

1.7-B

______

A850

2' - 0"

1.8-B

______

A850

2' - 0"

1.8-B

______

A850

1' - 8"

1.8-B

______

A850

ADJUSTABLE WALL SHELVING

MECHANICAL

FILLER PANEL -

COLUMN BEYOND

MTL-5

MWA-1C

1' - 8"

WD-4

MTL-5

"

0

1

-

'

2

3' - 0"

1.9-B

______

A850

2' - 6 1/2"

1.7-B

______

A850

3' - 0"

1.9-B

______

A850

MTL-5

MTL-5

AT END PANEL

"

6

Q

E

Q

E

"

4

MWA-1A

2' - 0"

1.11-B

______

A850

"

2

-

'

3

"

0

-

'

2

"

0

1

-

'

2

"

6

2.1-B

______

A850

2' - 6"

2.1-B

______

A850

3' - 0"

2.1-B

______

A850

2' - 6"

1' - 0"

FILLER PANEL

MWA-1C

WD-4

"

4

-

'

2

1

A815

18

TA-6

TA-11

MTL-5

2' - 6"

CLEAR

SEDIMENT TRAP -

SEE PLUMBING

5' - 5 3/4"

1.7-B

______

A850

1' - 6"

1.9-B

______

A850

MTL-5

1"

2' - 6"

5"

3' - 0"

19 MW-39 PLAN - PAINTING STORAGE

A815

3/8" = 1'-0"

"

4

-

'

2

1

REV

18

A815

WD-4

3' - 0"

3' - 0"

20 MW-38 PLAN - PAINTING STORAGE

A815

3/8" = 1'-0"

11 MW-36 ELEVATION - HANDBUILDING

A815

3/8" = 1'-0"

15 MW-37 ELEVATION - MEDIUM STUDIO NORTH

A815

3/8" = 1'-0"

16 MW-37 ELEVATION - MEDIUM STUDIO WEST

A815

3/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

EAC CLASSROOMS

MILLWORK PLANS +

ELEVATIONS

A815

t

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r

.

e

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2

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3

2

0

2

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5

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:

1

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5

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0

2

/

7

2

/

6

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Page 113 of 202

MILLWORK GENERAL NOTES

MILLWORK KEYNOTES

MILLWORK FINISH LEGEND

1.

2.

FOR MILLWORK FINISHES AND ACCESSORIES REFER TO MILLWORK FINISH

LEGEND

REFER TO MATERIAL LIST ON SHEET G000 FOR INFORMATION ON MATERIAL

AND FINISH TAGS IN DRAWINGS.

3.

PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED SHELVES AND MILLWORK

4.

ALL CASEWORK DOORS/DRAWERS ARE FULL OVERLAY W/ SOFT CLOSING,

CONCEALED HINGES AND SLIDES, U.N.O.

5.

ALL DRAWERS TO HAVE HEAVY DUTY HARDWARE U.N.O

SAFE, OPOI

WEIGHT: ~175 LBS

SAFE TO BE BOLTED

TO COUNTER

SURFACE

SSF-1

N

G

L

A

I

"

2

"

6

"

2

.

P

Y

T

"

2

Q

E

Q

E

"

4

LOCK NUTS TO BE

INSTALLED UNDER

SURFACE

"

0

1

-

'

2

MWA-1B

MWA-3

MWA-3

MWA-3

2' - 0 3/4"

3"

"

0

1

-

'

2

M1

66" H SHELVING. MILLWORK INCLUDES:

CANOPY TOPS (ACOUSTIC)

WDPNL-1

100% END PANELS (ACOUSTIC)

WDPNL-1

SECTION #

1.1 - A

SHEET #

A850

FINISH GROUP

(SEE FINISH GROUP

KEY BELOW)

- A

WOOD

- B

WHITE

POWDER

COAT MDF

WD-3

WD-3

WD-2

CABINET FACE:

EDGE FINISH:

CABINET BODY:

TOE KICK:

WD-3

SHELF:

MILLWORK PULL:

WD-2

WITH

WD-3

MWA-1B

EDGE

WD-4

WD-4

CABINET FACE:

EDGE FINISH:

CABINET BODY: WHITE MELAMINE AT CABINETS WITH A DOOR / DRAWER

AT ALL OPEN CABINETS

CABINET BODY:

SHELF: WHITE MELAMINE WITH EDGE BAND

TOE KICK:

MILLWORK PULL:

MTL-6 U.N.O

MWA-1B

WD-4

U.N.O

SSF-1

N

G

L

A

I

/

"

8

1

1

.

P

Y

T

MWA-1D

ADJUSTABLE SHELVING

SSF-1

MWA-3

N

G

L

A

I

"

2

P

Y

T

"

6

MWA-1D

"

0

1

-

'

2

ADJUSTABLE SHELVING

"

0

1

-

'

2

SEE LEGEND FOR EDGE

FINISH WHERE EXPOSED TO

USER

"

4

3"

2' - 0 3/4"

"

4

3"

VARIES

SEE PLANS

PROVIDE OPENING FOR UNDERMOUNT

SINK, ALL EDGES TO BE POLISHED

SSF-1

N

G

L

A

I

"

6

MWA-1B

FINISH VARIES - SEE ELEVATIONS

MWA-6C

PROVIDE BLOCKING IN WALL FOR

BRACKET ANCHORING

N

G

L

A

I

"

2

P

Y

T

"

6

Q

E

Q

E

"

4

SSF-1

MWA-3

MWA-3

MWA-3

2' - 0 3/4"

3"

GROMMET FOR POWER

SSF-1

1' - 1 1/2"

ADJUSTABLE SHELVES WITH

INTEGRATED SLOTS IN SIDE

PANELS AT 1" ON CENTER

16 GAUGE METAL, FOLDED W/

FRONT FACE TURNED DOWN

1/2" FOR LABELING

SSF-1

"

0

1

-

'

2

"

7

/

"

4

3

8

MWA-3

MWA-3

P

Y

T

"

1

1/4"

"

2

1

/

N

G

L

A

I

SLOT

ELEVATION

MWA-1B

"

2

"

2

"

4

TRASH-1

COLOR VARIES - SEE ELEVATIONS

2' - 0 3/4"

3"

VARIES - SEE PLANS

N

G

L

A

I

"

6

/

"

8

1

2

-

'

2

"

4

3

/

"

0

1

-

'

2

1.4 1.4 BC SINK

A850

1 1/2" = 1'-0"

MTL-5

16 GAUGE STAINLESS

STEEL BACKSPLASH,

ADHERED TO WALL

CONTINUOUS SEALANT

MTL-5

16 GAUGE STAINLESS

STEEL BACKSPLASH,

ADHERED TO WALL

CONTINUOUS SEALANT

MTL-5

1/4" STAINLESS STEEL

COUNTERTOP W/ EASED EDGES

2' - 0 3/4"

MTL-5

1/4" STAINLESS STEEL

COUNTERTOP W/ EASED EDGES

1.5 BC CUBBY W/ DRWR BELOW

A850

1 1/2" = 1'-0"

1.6 1.6 BC W/ TRASH

A850

1 1/2" = 1'-0"

1.0 1.0 BC SINGLE DRAWER - SAFE BASE

A850

1 1/2" = 1'-0"

1.1 1.1 BC DOOR W/ ADJ. SHLVNG

A850

1 1/2" = 1'-0"

1.2 1.2 BC DRAWER W/ ADJ SHELVING

A850

1 1/2" = 1'-0"

1.3 1.3 BC 3 DRAWER

A850

1 1/2" = 1'-0"

"

8

-

'

1

S

V

E

L

E

E

E

S

2' - 0 3/4"

CONTINUOUS

SEALANT

3/4"

"

4

1

/

"

6

MTL-5

16 GAUGE STAINLESS

STEEL BACKSPLASH,

ADHERED TO WALL

MTL-5

1/4" STAINLESS STEEL

COUNTERTOP W/ EASED EDGES

CONTINUOUS SEALANT

PLY-1

MWA-6A

AS REQD

UNDERMOUNT SINK -

SEE PLUMBING DWGS

MTL-5

6"x2"x1/8" S.S. DROP APRON

ROUT INTO PLY-1

SINK DRAIN TO

SEDIMENT TRAP

WHERE APPLICABLE,

SEE PLBG DWGS

ADA COVERS OVER

EXPOSED PIPING

SEDIMENT TRAP - SEE

PLUMBING DWGS

MTL-5

16 GAUGE STAINLESS

STEEL BACKSPLASH,

ADHERED TO WALL

CONTINUOUS SEALANT

MTL-5

1/4" STAINLESS STEEL

COUNTERTOP W/ EASED EDGES

EDGE OF

COUNTER

ABOVE

G

N

A

H

R

E

V

O

"

4

3

/

E

V

O

B

A

PLAN

"

4

1

/

"

1

1"x2"X1/8" SS ANGLE,

ROUTE PLYWOOD AS

REQD

ADJUSTABLE SHELVING

MTL-5

16 GAUGE STAINLESS

STEEL BACKSPLASH,

ADHERED TO WALL

CONTINUOUS SEALANT

MTL-5

1/4" STAINLESS STEEL

COUNTERTOP W/ EASED EDGES

ALIGN

"

4

1

/

"

2

P

Y

T

MWA-1C

SEE LEGEND FOR

EXPOSED EDGE

TREATMENT

MWA-3

"

0

1

-

'

2

ADJUSTABLE SHELVING

ADJUSTABLE SHELVING

"

0

1

-

'

2

"

2

"

6

"

2

/

"

2

1

1

1

-

'

1

"

4

"

0

1

-

'

2

MWA-3

MWA-3

MWA-3

2' - 0 3/4"

3"

END

SECTION

"

4

3"

2' - 0 3/4"

3"

2' - 0 3/4"

3"

1.7 1.7 BC SINK - EAC

A850

1 1/2" = 1'-0"

1.8 1.8 BC CUBBY W/ ADJ. SHLVNG- EAC

A850

1 1/2" = 1'-0"

1.9 1.9 BC DOOR W/ ADJ. SHLVNG - EAC

A850

1 1/2" = 1'-0"

1.101.10 BC DRAWER W/ ADJ SHELVING - EAC

A850

1 1/2" = 1'-0"

1.111.11 BC 3 DRAWER - EAC

A850

1 1/2" = 1'-0"

FINISH ON WALL VARIES SEE ELEVATIONS

VARIES SEE PLAN

3/4"

SSF-1

"

2

MWA-6A

2"x2"x1/8" S.S.

APRON ROUT IN

TOP OF PLY-1

SUBSTRATE

2' - 0 3/4"

MTL-5

16 GAUGE AT

BACKSPLASH

MTL-5

1/4" STAINLESS

STEEL COUNTERTOP

W/ EASED EDGES

"

4

/

1

"

2

MWA-6A

2"x2"x1/8" S.S. APRON ROUT

IN TOP OF PLY-1 SUBSTRATE

2' - 0 3/4"

SSF-1

SSF-1

"

4

/

1

4

2"x2"x1/8" S.S. APRON ROUT

IN TOP OF PLY-1 SUBSTRATE

MWA-6A

I

S

E

R

A

V

V

E

L

E

E

E

S

"

0

1

-

'

2

"

8

/

7

8

-

'

2

"

0

1

-

'

2

FINISH ON WALL VARIES SEE ELEVATIONS

FINISH ON WALL VARIES SEE ELEVATIONS

1' - 4"

PPNL-3

PLY-1

3/4"

"

4

/

3

"

2

"

6

-

'

1

2"x2"x1/8" S.S. APRON ROUT

IN TOP OF PLY-1 SUBSTRATE

MWA-6B

"

6

Q

E

Q

E

"

2

P

Y

T

"

2

P

Y

T

"

2

P

Y

T

"

4

"

8

/

1

1

"

4

/

1

2

"

8

/

1

"

6

1

/

1

1

-

'

1

"

4

/

1

2

"

6

1

/

3

2

-

'

1

"

4

/

1

2

"

4

/

3

1"

TYP

N

G

I

L

A

"

4

/

1

2

"

0

-

'

3

I

S

N

O

T

A

V

E

L

E

E

E

S

S

E

R

A

V

I

"

2

P

Y

T

VARIES SEE PLANS

MTL-5

1/4" S.S. BENT PLATE SHELF

PROVIDE BLOCKING AS REQD

1' - 0"

TL-4A

I

S

N

O

T

A

V

E

L

E

E

E

S

2.1 2.1 UPPER CABINET DOOR

A850

1 1/2" = 1'-0"

2.2 2.2 UPPER SHELF

A850

1 1/2" = 1'-0"

3' - 0"

2' - 1"

8"

1' - 8"

8"

70°

TYP

SSF-1

3 CM

N

G

I

L

A

WD-2

ALUM PLATE FOR BOTTOM

LIP FOR BOOK, TYP

WD-2

"

0

-

'

3

MWA-4

TWO SWIVEL CASTERS AND TWO

STRAIGHT CASTERS ON EACH PIECE

"

8

/

1

1

"

4

/

1

2

"

6

1

/

1

1

-

'

1

"

4

/

1

2

"

6

1

/

3

2

-

'

1

"

4

/

1

2

"

4

/

3

"

8

/

1

8"

9"

8"

SSF-1

3 CM

N

G

I

L

A

WD-2

1"

TYP

70°

TYP

ALUM PLATE FOR BOTTOM

LIP FOR BOOK, TYP

WD-2

MWA-4

TWO SWIVEL CASTERS AND TWO

STRAIGHT CASTERS ON EACH PIECE

4"

"

4

/

1

2

i

t

v

r

.

e

r

u

t

c

e

t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

l

4.1 4.1 COUNTER WITH CONCEALED BRACKET

A850

1 1/2" = 1'-0"

4.2 4.2 COUNTER WITH CONCEALED BRACKET - EAC

A850

1 1/2" = 1'-0"

4.3 4.3 BASE CAB - WELLNESS

A850

1 1/2" = 1'-0"

4.4 4.4 BENCH

A850

1 1/2" = 1'-0"

4.6 4.6 BOOK DISPLAY

A850

1 1/2" = 1'-0"

4.7 4.7 BOOK DISPLAY (CHILDREN)

A850

1 1/2" = 1'-0"

M

A

3

1

:

8

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

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L

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c

S

,

r

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M

t

h

g

i

r

y

p

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C

3

2

0

2

i

g

n

w

a

r

D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

MILLWORK SECTIONS

A850

Page 114 of 202

MILLWORK GENERAL NOTES

MILLWORK KEYNOTES

MILLWORK FINISH LEGEND

1.

2.

FOR MILLWORK FINISHES AND ACCESSORIES REFER TO MILLWORK FINISH

LEGEND

REFER TO MATERIAL LIST ON SHEET G000 FOR INFORMATION ON MATERIAL

AND FINISH TAGS IN DRAWINGS.

3.

PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED SHELVES AND MILLWORK

4.

ALL CASEWORK DOORS/DRAWERS ARE FULL OVERLAY W/ SOFT CLOSING,

CONCEALED HINGES AND SLIDES, U.N.O.

5.

ALL DRAWERS TO HAVE HEAVY DUTY HARDWARE U.N.O

M1

66" H SHELVING. MILLWORK INCLUDES:

CANOPY TOPS (ACOUSTIC)

WDPNL-1

100% END PANELS (ACOUSTIC)

WDPNL-1

SECTION #

1.1 - A

SHEET #

A850

FINISH GROUP

(SEE FINISH GROUP

KEY BELOW)

- A

WOOD

- B

WHITE

POWDER

COAT MDF

WD-3

WD-3

WD-2

CABINET FACE:

EDGE FINISH:

CABINET BODY:

TOE KICK:

WD-3

SHELF:

MILLWORK PULL:

WD-2

WITH

WD-3

MWA-1B

EDGE

WD-4

WD-4

CABINET FACE:

EDGE FINISH:

CABINET BODY: WHITE MELAMINE AT CABINETS WITH A DOOR / DRAWER

CABINET BODY:

AT ALL OPEN CABINETS

SHELF: WHITE MELAMINE WITH EDGE BAND

TOE KICK:

MILLWORK PULL:

MTL-6 U.N.O

MWA-1B

WD-4

U.N.O

WD-3

SOLID WOOD EDGES TYP

FIXED DIVIDER TYP.

ALL EDGES EASED TYP

SSF-1

MWA-1B

TYP

MWA-3

MWA-3

WD-3

MWA-14 CUT TO SIZE -

NOT ADHERED

/

"

4

1

7

-

'

2

/

"

4

3

3

-

'

1

/

"

4

3

4

WD-3

"

4

3

/

WD-2

I

N

A

R

G

1' - 1"

1' - 10"

"

0

1

-

'

2

MWA-3

MWA-3

MWA-5

TYP.

MWA-3

MWA-3

3/4"

1' - 2"

8"

3' - 1 1/2"

1' - 2"

3/4"

POWER GROMMET

"

3

-

'

1

UPH-1

OVER MDF SUBSTRATE

STEEL PLATE SUPPORTS AS REQD

EQ

EQ

PROVIDE SUPPORT

BRACKETS AS REQD

PROVIDE WIRING

CUTOUTS IN VERTICAL

SUPPORTS

WD-2

COORD W/ ELECT,

ACCESS THRU BASE

FOR WIRING

PROVIDE WIRING CORD

PATH FROM GROMMET

WD-2

POWER AND DATA, ALL DEVICES

ON THIS SIDE OF MILLWORK

SSF-1

REMOVABLE ACCESS PANEL

"

4

4' - 0"

"

2

-

'

1

"

0

1

-

'

2

SSF-1

"

2

-

'

1

"

8

-

'

1

SSF-1

SSF-1

UPH-1

WD-2

WD-2

"

0

1

-

'

"2

6

-

'

2

4' - 0"

4.8 4.8 BOOK BIN

A851

1 1/2" = 1'-0"

4.9 4.9 BASE CAB - PRINT ISLAND

A851

1 1/2" = 1'-0"

4.114.11 SELF CHECK

A851

1 1/2" = 1'-0"

4.124.12 SELF CHECK

A851

1 1/2" = 1'-0"

FALSE PANEL

1' - 0 3/4"

ADJUSTABLE SHELVES WITH

INTEGRATED SLOTS IN SIDE

PANELS AT 1" ON CENTER

16 GAUGE METAL, FOLDED W/

FRONT FACE TURNED DOWN

1/2" FOR LABELING

"

2

/

1

P

Y

T

"

1

1/4"

SLOT

ELEVATION

"

4

/

1

3

"

8

/

1

2

MWA-3

HEAVY DUTY GLIDES TYP;

"

7

"

8

/

7

9

"

8

/

1

0

-

'

1

"

4

/

1

9

-

'

2

"

0

-

'

3

FALSE

PANEL

11 3/4"

2' - 0 3/4"

FALSE

PANEL

N

G

L

A

I

MILLWORK DESIGN TO

SUPPORT FLAT SCREEN,

ANCHOR TO WALL AS REQD

(VERIFY W/ AV DWGS, 135 LBS)

NOTE: MILLWORK

VOID SPACE WILL

FUNCTION AS A

RETURN AIR PATH,

ALL CABLING TO BE

PLENUM RATED

REF-1

"

0

-

'

6

"

0

-

'

3

"

8

/

1

3

-

'

3

"

8

/

7

8

-

'

2

2' - 0 3/4"

2' - 0 3/4"

3"

3' - 0 1/2"

2' - 0 3/4"

3"

HEAVY DUTY GLIDES TYP;

"

4

ENTIRE CAVITY TO BE LINED

WITH 2" ACOUTICAL STONE

WOOL INSULATION

FALSE PANEL

PROVIDE BLOCKING

RECESSED WIRE AND

CABLE MGMT BOX, SEE AV

DWGS

FLAT SCREEN DISPLAY -

MOUNT, COORD WITH AV

FLAT SCREEN DISPLAY -

COORDINATE WITH AV

I

S

E

R

A

V

I

S

N

O

T

A

V

E

L

E

E

E

S

WIRING CONDUITS, COORD

W/ ELEC AND AV

HEAVY DUTY GLIDES TYP;

"

8

/

5

0

1

"

4

/

1

0

-

'

1

"

4

WD-4

MWA-1B

I

S

N

O

T

A

V

E

L

E

E

E

S

POWER CHARGING STRIP

POWER CHARGING STRIP

POWER CHARGING STRIP

"

0

-

'

3

"

8

/

1

3

-

'

3

"

8

/

7

8

-

'

2

"

2

/

1

3

-

'

1

"

2

/

1

3

-

'

1

"

2

/

1

3

-

'

1

"

2

/

1

3

-

'

1

FALSE

PANEL

COORDINATE HOLES

THRU BACK PANEL

FOR POWER ACCESS

FOR MICROWAVES

2' - 0 3/4"

OPEN CUBBIE FOR MICROWAVES

OPEN CUBBIE FOR MICROWAVES

MWA-3

MWA-3

MWA-3

"

2

"

2

"

2

"

6

Q

E

Q

E

"

4

2' - 0 3/4"

3"

"

4

3"

2' - 0 3/4"

"

4

"

4

1' - 6"

3"

2' - 0 3/4"

3"

3.1 3.1 BASE CAB X-A - STAFF PRINT TOWER

A851

1 1/2" = 1'-0"

3.2 3.2 TOWER - BREAKROOM STORAGE

A851

1 1/2" = 1'-0"

3.3 3.3 TOWER - FRIDGE

A851

1 1/2" = 1'-0"

3.4 3.4 TOWER - FALSE

A851

1 1/2" = 1'-0"

3.5 3.5 TOWER - DOORS W/ ADJ SHELVING

A851

1 1/2" = 1'-0"

3.6 3.6 TOWER - DOORS LAPTOP CHARGING

A851

1 1/2" = 1'-0"

i

t

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r

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c

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t

i

h

c

r

A

_

4

2

R

_

1

2

0

3

2

0

2

/

y

r

a

r

b

L

e

a

d

h

t

u

o

S

1

2

0

3

2

0

2

/

/

:

s

c

o

D

k

s

e

d

o

t

u

A

l

M

A

4

2

:

8

3

:

1

1

5

2

0

2

/

7

2

/

6

.

d

t

L

,

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l

t

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a

c

k

c

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&

r

e

r

e

h

c

S

,

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e

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e

M

t

h

g

i

r

y

p

o

C

3

2

0

2

i

g

n

w

a

r

D

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

3.7 3.7 TOWER - EAC STAFF CUBBIES

A851

1 1/2" = 1'-0"

3.8 3.8 TOWER - MICROWAVE CUBBY

A851

1 1/2" = 1'-0"

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

MILLWORK SECTIONS

A851

Page 115 of 202

MILLWORK GENERAL NOTES

MILLWORK KEYNOTES

MILLWORK FINISH LEGEND

1.

2.

FOR MILLWORK FINISHES AND ACCESSORIES REFER TO MILLWORK FINISH

LEGEND

REFER TO MATERIAL LIST ON SHEET G000 FOR INFORMATION ON MATERIAL

AND FINISH TAGS IN DRAWINGS.

3.

PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED SHELVES AND MILLWORK

4.

ALL CASEWORK DOORS/DRAWERS ARE FULL OVERLAY W/ SOFT CLOSING,

CONCEALED HINGES AND SLIDES, U.N.O.

5.

ALL DRAWERS TO HAVE HEAVY DUTY HARDWARE U.N.O

COORDINATE GROMMET

LOCATIONS IN FIELD

2' - 6"

MWA-6A

COORDINATE POWER

AND DATA LOCATIONS

W/ ELECTRICAL

PONY WALL SUPPORT

DOWN TO CLT BY METAL

STUD FRAMING SUB

GBD-1

4.134.13 RECEPTION DESK -COUNTER

A852

1 1/2" = 1'-0"

M1

66" H SHELVING. MILLWORK INCLUDES:

CANOPY TOPS (ACOUSTIC)

WDPNL-1

100% END PANELS (ACOUSTIC)

WDPNL-1

SECTION #

1.1 - A

SHEET #

A850

FINISH GROUP

(SEE FINISH GROUP

KEY BELOW)

- A

WOOD

- B

WHITE

POWDER

COAT MDF

WD-3

WD-3

WD-2

CABINET FACE:

EDGE FINISH:

CABINET BODY:

TOE KICK:

WD-3

SHELF:

MILLWORK PULL:

WD-2

WITH

WD-3

MWA-1B

EDGE

WD-4

WD-4

CABINET FACE:

EDGE FINISH:

CABINET BODY: WHITE MELAMINE AT CABINETS WITH A DOOR / DRAWER

CABINET BODY:

AT ALL OPEN CABINETS

SHELF: WHITE MELAMINE WITH EDGE BAND

TOE KICK:

MILLWORK PULL:

MTL-6 U.N.O

MWA-1B

WD-4

U.N.O

ALIGN

/

"

2

1

1

"

8

1

/

SSF-1

MTL-1

3/8" ACRYLIC PLEXIGLASS CONTINUOUS

WELD JOINTS AND POLISH AND BUFF ALL

EDGES, TYP.

WD-4 TRIM ON TOP OF CABINET

1/4" DEEP CONTINUOUS NOTCH

TO RECEIVE 3/8" PLEXIGLASS

COVER

WD-4 TRIM FASCIA TO ALIGN WITH

INTERIOR SIDE OF WD-4 DRAWER

/

"

2

1

6

-

'

2

"

0

1

-

'

2

5/8" GBD-1 (PAINTED PT-2A)

AT CURVED CORNERS, USE

(2) 1/4" PLY-1

PROVIDE WOOD BLOCKING

PROVIDE WD-4 DRAWER WHERE

EXPOSED TO VIEW, TYP.

6" CFMF STRUCTURE, REFER

TO PLAN FOR WALL TYPE.

"

3

-

'

2

AT CABINET

TRANSITION

2

______

A852

/

"

2

1

2

L

A

E

V

E

R

"

4

1

/

"

2

ALIGN

3/8" CLEAR ACRYLIC PLEXIGLASS

DIVIDERS & TOP, FULLY WELDED

POLISH AND BUFF EDGES, TYP.

1/8" REVEAL AROUND 3/8" ACRYLIC FRONT

3/8" CLEAR ACRYLIC FRONT

ATTACHED TO BACK OF

DRAWER FACE PANEL, TYP.

WD-4 TRIM AROUND DRAWER

3/8" ACRYLIC PLEXIGLASS CONTINUOUS

WELD JOINTS AT DIVIDER AND POLISH

AND BUFF ALL EDGES, TYP.

WD-4 TRIM FASCIA TO ALIGN WITH

INTERIOR SIDE OF WD-4 DRAWER

WD-4

FACE PANEL, TYP.

PROVIDE CAM LOCK FOR ALL

DRAWERS WITH MATCHING KEY

TO OPEN AND LOCK ALL

DRAWERS IN GIFT SHOP, TYP.

MWA-1A ,TYP.

MWA-3

SHOWN DASHED, TYP.

PROVIDE WD-4 DRAWER WHERE

EXPOSED TO VIEW, TYP.

PROVIDE WOOD BLOCKING

/

"

4

1

6

"

5

/

"

4

3

0

1

-

'

1

/

"

4

1

1

"

5

/

"

4

1

1

/

"

4

3

6

-

'

1

"

0

1

-

'

2

S

R

E

W

A

R

D

T

H

G

E

H

Q

E

2

I

"

2

MTL-6

"

4

WD-4 BASE

3"

1' - 6 3/4"

L

A

E

V

E

R

"

4

1

/

3' - 0"

3/8" CLEAR ACRYLIC PLEXIGLASS

DIVIDERS & TOP, FULLY WELDED

POLISH AND BUFF EDGES, TYP.

1/8" REVEAL AROUND 3/8" ACRYLIC FRONT

WD-4 TRIM AROUND DRAWER

3/8" CLEAR ACRYLIC FRONT

ATTACHED TO BACK OF

DRAWER FACE PANEL, TYP.

WD-4

MWA-1A TYP

WD-4

PROVIDE CAM LOCK FOR ALL

DRAWERS WITH MATCHING KEY

TO OPEN AND LOCK ALL

DRAWERS IN GIFT SHOP, TYP.

MWA-3

WD-4

MWA-4

WD-4

GBD-1

PONY WALL SUPPORT

DOWN TO CLT BY METAL

STUD FRAMING SUB

MTL-1

3' - 0 3/4"

WD-4

1/4"

3' - 0"

1/2"

1

______

A852

PONY WALL SUPPORT

DOWN TO CLT BY METAL

STUD FRAMING SUB

WOOD BLOCKING AS REQD

HIDDEN CLOSER HINGE

(SOSS MODEL 416SSIC

OR EQUAL)

MTL-1

DPTN-1C

4.154.15 BASE CAB - DISPLAY CASE

A852

1 1/2" = 1'-0"

4.164.16 MOBILE GLASS DISPLAY

A852

1 1/2" = 1'-0"

4.17RECEPTION DESK - GATE DETAIL

A852

1 1/2" = 1'-0"

3"

3"x 1/4" ALUM

PLATE

WD-4

MTL-1

"

0

1

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2

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4

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LEVEL 2

118' - 0"

LEAVE 1/8" GAP TO ALLOW

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CONTINUOUS ,WELDED TO VERTICAL

ACRYLIC PLEXIGLASS DIVIDER, TYP.

ALIGN

ALIGN

3/8" ACRYLIC PLEXIGLASS

DIVIDER AT CABINET TRANSITION

3/8" ACRYLIC PLEXIGLASS FRONT BEYOND

WD-4 TRIM ON TOP OF CABINET,

PROVIDE CONTINUOUS NOTCH TO

RECEIVE 3/8" ACRYLIC PLEXIGLASS,

TYP.

FLEXIGLASS FRONT ATTACHED TO

FRONT PANEL BEYOND SHOWN

DASHED

PROVIDE RABBET JOINT FOR

ALL CABINET CONSTRUCTION,

TYP.

WOOD BLOCKING AS REQUIRED

LEVEL 2

LEVEL 2

118'-0"

118' - 0"

MAGNETIC POWER TRACK,

CONTINUOUS, REFER TO LIGHTING

DRAWINGS

CONTINUOUS BEAD OF

SEALANT AT JOINT, TYP.

MWA-8

REFER TO FLOOR PLAN

FOR WALL TYPE, TYP.

PROVIDE 2X6 WOOD BLOCKING AT

BRACKET LOCATION, TYP.

1/4" WOOD SHIM, CONTINUOUS

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MWA-9 SHOWN DASHED

1' - 1"

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TO LIGHTING DRAWINGS

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TO MAGNETIC POWER TRACK, TYP.

MWA-9 BEYOND

LINE OF MWA-8

1 GATE SECTION

A852

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2 MW 22 SECTION DETAIL

A852

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A852

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Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

Acoustic

KRA

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

MILLWORK SECTIONS

A852

Page 116 of 202

2

3

4

5

6

7

10

9

1.1

1

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Paper

Cutter

WOMEN

Wedging

Table

Wedging

Table

3' - 0"

3' - 0"

Printer

JANITORIAL

3' - 0"

3' - 0"

Accessible

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Wheel

Pug

Mill

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SLOT VENT

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Booth

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1

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* FURNITURE IS NOT IN SCOPE, FOR REFERENCE ONLY

1 LEVEL 2 FURNITURE PLAN

A902

1/8" = 1'-0"

Architecture and Interiors

Civil and Landscape

Structural and Facade

Mechanical, Electrical and Plumbing

Technology

Lighting

EOR

Studio NYL

Victus Engineering

KCL

Mazzetti

510 Marquette Avenue South, Suite 200

Minneapolis, MN 55402 | 612.375.0336

MSR Project No: 2023021

1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651.

770.8448

219 N 2nd Street #120

Minneapolis, Minnesota 55401 |

303.558.3145

2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299

300 4th St, West Des Moines, IA 50265 | 515.724.7938

1999 Broadway, Denver, CO 80202 | 720.644.5032

4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800

ALL GENDER

ALL GENDER

WELLNESS

STORAGE

239

AV

240

N N 15 DEGREES

N N 15 DEGREES

PLAN NORTH

TRUE NORTH

PLAN NORTH

TRUE NORTH

Owner

Hennepin County Minnesota

Facility Services Department

A2208 Government Center, 300 South Sixth Street

Minneapolis, MN 55487 | 612-596-6949

Southdale Library

+ Edina Art Center

7001 York Ave S, Edina, MN 55435

County Project No: 1005259

County Contract No: PR00006399

County Facilty No: 071

County Project Manger: Liz Veaderko

Signature

Print Name

Matthew Kruntorad

Date

6/27/2025

License No

48542

I hereby certify that this plan, specification or report

was prepared by me or under my direct supervision

and that I am a duly Licensed Architect under the

Laws of the State of Minnesota.

ISSUE / REVISION

100% CONSTRUCTION DOCS

Mark

Date

06-27-2025 100% CONSTRUCTION DOCS

Description

LEVEL TWO FURNITURE

PLAN

A902

2

______

A365

Acoustic

KRA

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Page 117 of 202

d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.9

Item Type: Report & Recommendation

Item Activity: Approve

Prepared By: Kari Sinning, Deputy City Clerk

Department: Administration

Item Title:

Approve Two New On-Sale Wine and 3.2 Percent Malt Liquor Licenses

Action Requested:

Approve two new On-Sale Wine and On-Sale 3.2 Percent Malt Liquor Licenses for TRG SP-MN LLC

dba Sweet Paris Creperie and Cafe, and VOP EDINA, LLC dba Edina Heights Senior Living.

Information/Background:

Staff recommends approval for the following establishments that have applied for On-Sale Wine and

3.2 Malt Liquor Licenses:

• TRG SP-MN LLC dba Sweet Paris Creperie and Cafe, located at 1 W. 69th St #3455B

(Galleria); and,

• VOP EDINA, LLC dba Edina Heights Senior Living, located at 3330 Edinborough Way,

The applications comply with City Code requirements and background investigations have been

completed by the Police Department.

Supporting Documentation:

None

Page 118 of 202

d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 6.10

Item Type: Report & Recommendation

Item Activity: Approve

Prepared By: Kari Sinning, Deputy City Clerk

Department: Administration

Item Title:

Summary Publications for Ordinances 2025-09 and 2025-10

Action Requested:

Approve summary publication for Ordinance No. 2025-09 amending Chapter 36, Floodplain Districts

and Ordinance No. 2025-10 regarding stormwater management.

Information/Background:

State Statute requires that the City publish all approved ordinances within 45 days of approval in its

official newspaper. State Statute allows cities to choose to publish a summary of a complete public

notice. This is a cost-effective option for long ordinances.

Supporting Documentation:

1.

2.

Summary Publication Ordinance No. 2025-09 Amending Chapter 36 Floodplain Districts

Summary Publication Ordinance No. 2025-10 Amending Stormwater Management

Page 119 of 202

CITY OF EDINA

HENNEPIN COUNTY, MINNESOTA

ORDINANCE NO. 2025-09

AN ORDINANCE AMENDING CHAPTER 36 OF THE EDINA CITY CODE

CONCERNING ZONING, ARTICLE X, FLOODPLAIN DISTRICTS

NOTICE IS HEREBY GIVEN that, on October 7, 2025, Ordinance No. 2025-09 was adopted by the

City Council of the City of Edina, Minnesota. Because the ordinance is lengthy, this summary was prepared for

publication and approved by the City Council as allowed by state law.

Ordinance No. 2025-09 replaced Chapter 36, Article X., Floodplain Districts, in its entirety. The

ordinance was based off the Minnesota DNR model floodplain ordinance, to satisfy the state and federal

standards detailed in Minnesota Statutes, Chapter 103F; Minnesota Rules, parts 6120.5000 – 6120.6200;

the rules and regulations of the National Flood Insurance Program in 44 CFR 59 to 78; and the

floodplain development policies of the City’s Water Resources Management Plan. The ordinance

provides the general regulations for development in floodplains, as well as procedures guiding

administrative responsibilities.

The complete ordinance is available by email by contacting Sharon Allison at

sallison@EdinaMN.gov or calling 952-826-0408.

APPROVED for summary publication by the City Council this 22nd day of October 2025. By order

of the Edina City Council.

Sharon Allison

City Clerk

Please publish in the Edina Sun Current on _____, 2025

Send one affidavit of publication.

Bill to Edina City Clerk

Page 120 of 202

CITY OF EDINA

HENNEPIN COUNTY, MINNESOTA

ORDINANCE NO. 2025-10

AN ORDINANCE AMENDMENT REGARDING STORMWATER MANAGEMENT

NOTICE IS HEREBY GIVEN that, on October 7, 2025, Ordinance No. 2025-10 was adopted by the

City Council of the City of Edina, Minnesota. Because the ordinance is lengthy, this summary was prepared for

publication and approved by the City Council as allowed by state law.

Ordinance No. 2025-10 amended city code to move and update stormwater management rules

from Chapter 10 to Chapter 36 to clarify when stormwater and erosion control plans are required. The

change codifies long-standing standards for various project categories to manage runoff and mitigate

potential adverse impacts.

The complete ordinance is available by email by contacting Sharon Allison at

sallison@EdinaMN.gov or calling 952-826-0408.

APPROVED for summary publication by the City Council this 22nd day of October 2025. By order

of the Edina City Council.

Sharon Allison

City Clerk

Please publish in the Edina Sun Current on _____, 2025

Send one affidavit of publication.

Bill to Edina City Clerk

Page 121 of 202

Date: October 22, 2025

Meeting: City Council

Agenda Number: 7.1

Item Type: Other

d

ITEM REPORT

Item Activity: Information

Prepared By: Scott Neal, City Manager

Department: Administration

Item Title:

Edina Chamber of Commerce Explore Edina Annual Report

Action Requested:

No action requested, information only.

Information/Background:

Edina Chamber of Commerce President Shelly Loberg will provide the City Council with her annual

fiscal and operational report for the City’s convention and visitor’s bureau, Explore Edina. Following

her presentation, she will stand for questions from the Council.

Supporting Documentation:

1.

2.

3.

Edina Chamber Statement of Financial Position as of 8-31-25

Edina Chamber-Explore Statement of Activity vs. Budget as of 8-31-25

2026 Budgets Preliminary

Page 122 of 202

Edina Chamber of Commerce

Statement of Financial Position

As of August 31, 2025

ASSETS

Current Assets

Bank Accounts

10200 Checking - North American Bank *2038 Explore

10203 Checking - Fall into the Arts *5658 Chamber

10205 Checking - Tradition *5654 Chamber

10500 Savings - North American Bank *4093 Explore

10505 Money Market - Tradition *7638 Chamber

10700 Schwab

US Bank Foundation

Total Bank Accounts

Accounts Receivable

11000 Accounts Receivable

Total Accounts Receivable

Other Current Assets

Total Other Current Assets

Total Current Assets

Fixed Assets

15000 Furniture & Equipment - Explore

15010 Office Furniture - Chamber

15020 Office Equipment - Chamber

15030 Computer Equipment - Chamber

15040 Leasehold Improvements

15900 Accumulated Depreciation

Total Fixed Assets

TOTAL ASSETS

LIABILITIES AND EQUITY

Liabilities

Current Liabilities

Accounts Payable

20000 Accounts Payable

Total Accounts Payable

Other Current Liabilities

Total Other Current Liabilities

Total Current Liabilities

Long-Term Liabilities

26200 Note Payable - Const Loan

Total Long-Term Liabilities

Total Liabilities

Total

27,411

84,898

42,479

157

3,011

227,142

264

$ 385,361

97,841

$ 97,841

$ 7,613

$ 490,815

7,079

6,000

10,597

37,195

655,767

(58,450)

$ 658,189

$ 1,149,004

0

$ -

$ 12,639

$ 12,639

460,590

$ 460,590

$ 473,229

Page 123 of 202 Edina Chamber of Commerce

Statement of Financial Position

As of August 31, 2025

Equity

28000 Net Assets

28010 Unrestricted Net Assets-Explore

28015 Board Designated-Marketing Cont

28019 Temp. Restricted Net Assets

Total 28000 Net Assets

30000 Opening Balance Equity

32001 Unrestricted Net Assets

32002 Unrestricted Net Assets-Lab

Net Revenue

Total Equity

TOTAL LIABILITIES AND EQUITY

Total

270,228

20,000

264

$ 290,492

914

383,786

(17,344)

17,927

$ 675,776

$ 1,149,004

Shull Consulting-Thursday, Oct 02, 2025 08:41:56 AM GMT-7 - Accrual Basis

Page 124 of 202 Edina Chamber of Commerce-Explore

Statement of Activity vs. Budget

January 1- August 31, 2025

Revenue

30200 Lodging Tax

Total 30200 Lodging Tax

30201 Fashion Show

35000 Financial

35040 Bank Interest

Total 35000 Financial

Total Revenue

Gross Profit

Expenditures

42000 Promotion/Communications Exp.

42015 Design Services

42020 Mail Service

42025 Printing

42030 Public Relations Expense

42035 Advertising

42050 Website

42055 Visitor's Guide

42060 Photography

42070 Media Minefield

Explore

Actual

Budget

over

Budget

374,695

431,000

(56,305)

$ 374,694 $ 431,000 $ (56,306)

11,465

30,000

(18,535)

157

157

$ 157

$ - $ 157

$ 386,316 $ 461,000 $ (74,684)

$ 386,316 $ 461,000 $ (74,684)

3,333

(3,333)

425

2,530

667

2,667

3,750

118,855

126,667

2,465

6,946

1,156

1,000

8,000

1,500

5,000

(242)

(2,667)

(1,220)

(7,812)

1,465

(1,054)

(344)

(5,000)

Total 42000 Promotion/Communications Exp.

$ 132,377 $ 152,583 $ (20,206)

43200 Sponsorships

43400 Fashion Show

43500 City Events

43700 City Event Grants

49000 Special Programming

49100 Taste of Edina - Exp.

49120 Promotions and Printing

Total 49100 Taste of Edina - Exp.

Total 49000 Special Programming

50000 Payroll

50020 Marketing/Comm. Director

50040 Marketing Director-Explore

50060 President

50090 Temporary Labor

Total 50000 Payroll

50100 Taxes and Benefits

50101 Payroll Taxes

50120 Simple Plan Expense

50140 LTD Policy

Total 50100 Taxes and Benefits

51000 Occupancy costs

51001 Rent

Total 51000 Occupancy costs

900

44,645

40,000

87,115

900

50,000

(5,355)

50,000

(10,000)

75,000

12,115

217

217

$ 217

$ - $ 217

$ 217

$ - $ 217

21,000

20,790

44,137

252

21,000

19,440

44,100

800

0

1,350

37

(548)

$ 86,179 $ 85,340 $ 839

6,162

12,801

956

482

2,560

240

(6,639)

(1,604)

242

$ 7,601 $ 15,601 $ (8,001)

56,355

56,640

(285)

$ 56,355 $ 56,640 $ (285)

Page 125 of 202 Edina Chamber of Commerce-Explore

Statement of Activity vs. Budget

January 1- August 31, 2025

52000 Insurance

52010 Employee Insurance

52030 DEO

52040 Property/Liability

52050 Workers Compensation

52060 Liability

Total 52000 Insurance

53000 Business Expense

53040 Mileage and Parking

53050 Meals

53060 Travel

Explore

Actual

Budget

over

Budget

7,527

948

3,858

7,200

270

327

(270)

3,112

(3,112)

293

654

3,858

$ 12,333 $ 10,876 $ 1,458

994

4,161

200

800

4,000

(200)

194

161

Total 53000 Business Expense

$ 5,155 $ 5,000 $ 155

54000 Office Supplies

54020 Color Printer

54030 Paper/Supplies

54040 Equipment

54060 Printers/ Supplies

54090 Postage

Total 54000 Office Supplies

55000 Communication/Technology Exp

55010 Telephone

55030 Internal Computer Tech Support

55040 Software licenses and support

55050 Cable and Internet

732

1,205

45

1,504

1,200

350

100

(772)

5

(350)

(55)

$ 1,982 $ 3,154 $ (1,172)

1,356

2,682

1,815

1,876

1,200

2,000

1,600

156

682

1,815

276

Total 55000 Communication/Technology Exp

$ 7,729 $ 4,800 $ 2,929

57000 Dues, Subscriptions Expense

57010 Explore Memberships

57050 Publications/Subscriptions

1,357

341

1,200

350

157

(9)

Total 57000 Dues, Subscriptions Expense

$ 1,698 $ 1,550 $ 148

57400 Donations

57500 Education

58000 Financial and Admin Exp

58010 Accounting

58040 Payroll Services

58050 Bank Charges/Checks

58070 Credit Card Fees

340

2,528

9,617

1,306

171

767

800

3,000

(460)

(473)

10,000

(383)

800

200

506

(29)

767

Total 58000 Financial and Admin Exp

$ 11,861 $ 11,000 $ 861

61010 Board Meetings

Total 61000 Board of Directors

Total Expenditures

Net Operating Revenue

150

200

(51)

$ 150 $ 200 $ (51)

$ 499,164 $ 525,544 $ (26,380)

$ (112,848) $ (64,544) $ (48,304)

Shull Consulting-Tuesday, Oct 14, 2025 04:00:01 PM GMT-7 - Accrual Basis

Page 126 of 202 Explore 2025 Budget

Ordinary Income/Expense

Income

30200 Lodging Tax

30201 Fashion Show

Grant Fund

Total Income

Expense

42000 Promotion/Communication Expense

42015 Design Services

42020 Mail Services

42025 Printing

42030 Public Relations/Promo

42035 Advertising

42050 Website

42055 Visitors Guide

42060 Photography

42070 Media Placements

Total Promotion/Communication Expense

43400 Fashion Show

43500 City Events

43700 Marketing/Event Grants

Payroll

60.00%

60.00%

60.00%

53,500.00

71,500.00

111,500.00

50020 Marketing/Communications-Jordan

50040 Marketing & Partnership Director-Caitlyn

50060 President-Shelly

50090 Temporary Labor

60.00%

Payroll Taxes and Benefits

15.00%

2,000.00

3.00%

50101 Payroll Taxes

50110 Medical Benefits

50120 Simple Plan Expense

50140 LTD Policy

Total Payroll & Taxes/Benefits

Page 127 of 202 60.00%

11,800.00

51001 Rent

60.00%

60.00%

60.00%

500.00

7,200.00

500.00

52030 D&O

52040 Property/Liability/Auto

52050 Workers' Comp

Insurance

Total Insurance

Business Expenses

53040 Mileage & Parking

53050 Meals

53060 Travel

Total Business Expenses

Office Supplies

54020 Color Printer

54030 Paper/Supplies

54040 Equipment

54060 Printer/Supplies

Total Office Supplies

Communications/Technology Expense

55010 Telephone

55030 Internal Computer Tech & Support

55050 Cable & Internet

Total Communications/Technology Expense

Dues/Subscriptions

57010 Explore Memberships

57050 Publications/Subscriptions

Total Dues/Subscriptions

57400 Donations

57500 Education

Financial and Admin Expense

58010 Accounting

58040 Payroll Service

58050 Bank Charges

Total Financial and Admin Expense

Page 128 of 202 61010 Board Meetings

Total Expenses

Net Ordinary Income/(Loss)

Assumed Split with Chamber

Explore

Chamber

Page 129 of 202 26-1

26-2

26-3

26-4

26-5

Explore 2025 Budget

35,000.00

37,000.00

42,000.00

46,000.00

35,000.00

37,000.00

25,000.00

67,000.00

25,000.00

71,000.00

100.00

13,500.00

250.00

1,000.00

2,500.00

13,500.00

8,000.00

100.00

250.00

13,500.00

250.00

1,000.00

1,000.00

13,500.00

52,000.00

13,000.00

25,000.00

90,000.00

100.00

1,500.00

13,500.00

250.00

1,000.00

14,850.00

24,000.00

16,100.00

13,500.00

16,350.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

25,000.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

25,000.00

25,000.00

20,000.00

25,000.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

25,000.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

15,321.50

15,321.50

15,321.50

15,321.50

15,321.50

Page 130 of 202 7,080.00

7,080.00

7,080.00

7,080.00

7,080.00

-

-

-

-

-

50.00

150.00

150.00

50.00

150.00

1,000.00

150.00

50.00

150.00

200.00

150.00

1,200.00

150.00

200.00

150.00

100.00

150.00

100.00

500.00

150.00

300.00

225.00

675.00

600.00

250.00

850.00

100.00

800.00

100.00

25.00

925.00

150.00

100.00

250.00

150.00

250.00

225.00

625.00

150.00

100.00

100.00

350.00

150.00

300.00

225.00

675.00

150.00

100.00

150.00

150.00

100.00

400.00

250.00

150.00

250.00

225.00

625.00

150.00

300.00

225.00

675.00

-

-

-

-

100.00

100.00

100.00

100.00

1,000.00

800.00

100.00

25.00

925.00

800.00

100.00

25.00

925.00

800.00

100.00

25.00

925.00

1,000.00

800.00

100.00

25.00

925.00

Page 131 of 202 25.00

25.00

25.00

25.00

25.00

40,526.50

49,476.50

66,776.50

108,126.50

91,926.50

(5,526.50)

(12,476.50)

223.50

(37,126.50)

(1,926.50)

60.00%

40.00%

Page 132 of 202 Explore 2025 Budget

26-6

26-7

26-8

26-9

26-10

57,000.00

58,000.00

61,500.00

61,500.00

45,000.00

25,000.00

82,000.00

250.00

13,500.00

1,000.00

58,000.00

61,500.00

61,500.00

45,000.00

100.00

13,500.00

250.00

2,500.00

13,500.00

100.00

250.00

13,500.00

250.00

13,500.00

14,750.00

13,850.00

17,000.00

14,100.00

14,500.00

1,000.00

1,000.00

25,000.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

20,000.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

15,321.50

15,321.50

15,321.50

15,321.50

15,321.50

Page 133 of 202 7,080.00

7,080.00

7,080.00

7,080.00

7,080.00

300.00

4,320.00

300.00

4,920.00

-

-

-

-

150.00

50.00

150.00

150.00

1,000.00

50.00

150.00

150.00

150.00

200.00

1,150.00

200.00

150.00

150.00

100.00

150.00

400.00

150.00

250.00

225.00

625.00

-

100.00

800.00

100.00

25.00

925.00

150.00

100.00

100.00

350.00

150.00

300.00

225.00

675.00

400.00

400.00

100.00

800.00

100.00

25.00

925.00

150.00

100.00

250.00

150.00

250.00

225.00

625.00

150.00

100.00

150.00

100.00

500.00

150.00

300.00

225.00

675.00

150.00

100.00

250.00

150.00

250.00

225.00

625.00

-

-

-

100.00

100.00

100.00

1,000.00

800.00

100.00

25.00

925.00

800.00

100.00

25.00

925.00

800.00

100.00

25.00

925.00

Page 134 of 202 25.00

25.00

25.00

25.00

25.00

69,296.50

58,926.50

42,476.50

39,926.50

38,976.50

12,703.50

(926.50)

19,023.50

21,573.50

6,023.50

Page 135 of 202 Explore 2025 Budget

26-11

26-12

Total 25

42,000.00

38,000.00

42,000.00

38,000.00

575,000.00

13,000.00

100,000.00

688,000.00

100.00

13,500.00

250.00

250.00

13,500.00

600.00

1,000.00

6,500.00

162,000.00

1,500.00

8,000.00

3,000.00

4,000.00

13,850.00

13,750.00

186,600.00 x

50,000.00 x

40,000.00 x

100,000.00 x

32,100.00

42,900.00

66,900.00

1,200.00

21,465.00

14,400.00

4,293.00

600.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

2,675.00

3,575.00

5,575.00

100.00

1,788.75

1,200.00

357.75

50.00

15,321.50

15,321.50

183,858.00 x

Page 136 of 202 7,080.00

7,080.00

84,960.00 x

300.00

4,320.00

300.00

-

-

4,920.00 x

50.00

150.00

150.00

300.00

1,800.00

2,000.00

200.00

150.00

4,100.00 x

150.00

100.00

100.00

350.00

150.00

300.00

225.00

675.00

150.00

100.00

1,800.00

1,200.00

600.00

500.00

250.00

4,100.00 x

150.00

250.00

225.00

1,800.00

3,300.00

2,700.00

625.00

7,800.00 x

1,000.00

250.00

-

-

1,250.00 x

100.00

100.00

1,200.00 x

1,000.00

4,000.00 x

2,500.00

100.00

25.00

800.00

100.00

25.00

11,300.00

1,200.00

300.00

2,625.00

925.00

12,800.00 x

685,888.00

-

Page 137 of 202 25.00

25.00

300.00 x

40,226.50

39,226.50

685,888.00

1,773.50

(1,226.50)

2,112.00

680,688.00

100,000.00

580,688.00

105,200.00

Page 138 of 202 Edina Chamber 2025 Budget

Ordinary Income/Expense

Income

Dues

30310 New Dues

30320 Process Fee

30330 Renewal Dues

Other Foundation

Total Dues

49550 Rent Income - BIG Innovation Lab/ECF

General Meetings

31010 Annual Meeting

31034 Edina Shark Tank

31033 Womens Progressive Luncheon

Total General Meetings

32020 Newsletter Inserts and Advertisements

41060 Student Scholarships

Program Revenue

34010 Sunrise Edina

34050 Power Hour

34080 WILL

Total Program Revenue

gala

39310 Ticket Sales

39330 Raffle

39360 Sponsorships

Total Gala

Fall Into The Arts Festival

39401 Sponsorships

39400 Other

Page 139 of 202 Total Fall Into The Arts Festival

Total Income

Expense

General Membership Meetings

41020 Annual Meeting

Teacher of the Year

41060 Student Awards

41084 Shark Tank

Womens Progressive Luncheon

41070 State of the Community

Total General Membership Meetings

41500 Legal

Promotion/Communication Expense

42030 Public Relations Expense

42060 Photography

Total Promotion/Communication Expense

Programming Expenses

44010 Sunrise Edina

44060 Will

44080 Power Hour

Total Programming Expenses

Gala Expenses

49310 Venue Expense

49370 Printing

49380 Decorations

49300 Other

Total Gala

Fall in the Arts Expense

Payroll

40.00%

40.00%

40.00%

52,500.00

70,500.00

110,250.00

50020 Marketing/Communications-Jordan

50040 Marketing& Partnership Director-Caitlyn

50060 President-Shelly

Page 140 of 202 50090 Temporary Labor

40.00%

Payroll Taxes and Benefits

15.00%

1,500.00

3.00%

50101 Payroll Taxes

50110 Medical Benefits

50120 Simple Plan Expense

50140 LTD Policy

Total Payroll & Taxes/Benefits

40.00%

11,800.00

51001 Rent

40.00%

40.00%

40.00%

500.00

7,200.00

500.00

52030 D&O

32040 Property/Liability/Auto

52050 Workers' Comp

Insurance

Total Insurance

Business Expenses

53040 Mileage & Parking

53050 Meals

53060 Travel

Total Business Expenses

Office Supplies

54020 Color Printer

54030 Paper/Supplies

54040 Equipment

54060 Printer/Supplier

Total Office Supplies

Communications/Technology Expense

55010 Telephone

55030 Internal Computer Tech & Support

55040 Software License

55050 Cable & Internet

Total Communications/Technology Expense

Dues/Subscriptions

57050 Publications/Subscriptions

Total Dues/Subscriptions

40.00%

400.00

Page 141 of 202 57500 Education

Financial and Admin Expense

58010 Accounting

58040 Payroll Service

58050 Bank Charges

58070 Credit Card Fees

Total Financial and Admin Expense

61010 Board Meetings

City Loan Repayment

Total Expenses

Net Ordinary Income/(Loss)

Assumed Split with Chamber

Explore

Chamber

Beginning Cash

Income/(Loss)

Ending Cash

Cash Flow Analysis

Page 142 of 202 25-Jan

25-Feb

25-Mar

25-Apr

25-May

Edina Chamber 2025 Budget

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

9,683.33

9,683.33

9,683.33

2,083.33

100.00

7,500.00

13,000.00

22,683.33

2,500.00

2,606.00

2,083.33

100.00

7,500.00

9,683.33

-

2,000.00

6,600.00

2,000.00

4,000.00

1,600.00

2,000.00

4,000.00

7,750.00

4,000.00

8,600.00

7,600.00

6,000.00

7,750.00

4,000.00

150.00

150.00

150.00

150.00

150.00

3,600.00

3,300.00

3,500.00

600.00

600.00

3,000.00

600.00

300.00

600.00

10,400.00

600.00

600.00

900.00

600.00

7,500.00

1,200.00

10,000.00

10,000.00

11,000.00

18,700.00

10,000.00

11,000.00

-

4,800.00

8,916.66

4,800.00

8,916.66

4,800.00

8,916.66

4,800.00

8,916.66

4,800.00

8,916.66

Page 143 of 202 13,716.66

13,716.66

13,716.66

13,716.66

13,716.66

42,549.99

52,949.99

42,755.99

56,199.99

28,149.99

3,300.00

3,300.00

-

150.00

150.00

2,000.00

5,000.00

300.00

-

300.00

5,000.00

-

-

550.00

550.00

600.00

550.00

550.00

750.00

3,000.00

350.00

4,100.00

-

550.00

600.00

550.00

1,150.00

550.00

550.00

1,150.00

750.00

300.00

500.00

18,000.00

750.00

800.00

18,000.00

-

-

1,750.00

2,350.00

3,675.00

1,750.00

1,410.00

3,675.00

1,750.00

470.00

3,675.00

1,750.00

470.00

3,675.00

1,750.00

1,410.00

3,675.00

Page 144 of 202 200.00

200.00

200.00

200.00

200.00

1,196.25

600.00

239.25

30.00

1,055.25

600.00

211.05

30.00

914.25

600.00

182.85

30.00

914.25

600.00

182.85

30.00

1,055.25

600.00

211.05

30.00

10,040.50

8,931.30

7,822.10

7,822.10

8,931.30

4,720.00

4,720.00

4,720.00

4,720.00

4,720.00

-

-

-

-

-

50.00

125.00

125.00

50.00

125.00

1,000.00

125.00

50.00

125.00

175.00

125.00

1,175.00

125.00

175.00

85.00

150.00

25.00

260.00

150.00

225.00

5,000.00

160.00

5,535.00

350.00

350.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

85.00

150.00

75.00

25.00

335.00

150.00

225.00

160.00

535.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

-

-

-

-

Page 145 of 202 -

-

-

-

-

1,250.00

100.00

25.00

583.33

1,250.00

100.00

25.00

583.33

1,000.00

1,250.00

100.00

25.00

583.33

1,000.00

750.00

100.00

25.00

583.33

1,250.00

100.00

25.00

583.33

1,958.33

1,958.33

1,958.33

1,958.33

1,458.33

25.00

25.00

25.00

25.00

25.00

18,400.00

27,663.83

18,804.63

61,670.43

15,995.43

22,354.63

14,886.16

34,145.36

(18,914.44)

40,204.56

5,795.36

60.00%

40.00%

25-Jan

25-Feb

25-Mar

25-Apr

25-May

49,079.32

14,886.16

63,965.48

63,965.48

34,145.36

98,110.85

98,110.85

(18,914.44)

79,196.41

79,196.41

40,204.56

119,400.97

119,400.97

5,795.36

125,196.34

Cash Flow Analysis

Page 146 of 202 Edina Chamber 2025 Budget

25-Jun

25-Jul

25-Aug

25-Sep

25-Oct

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

9,683.33

9,683.33

9,683.33

9,683.33

9,683.33

-

-

1,000.00

1,000.00

1,000.00

1,000.00

2,000.00

7,000.00

-

-

2,000.00

7,000.00

150.00

150.00

150.00

150.00

150.00

600.00

500.00

300.00

600.00

600.00

1,100.00

300.00

600.00

600.00

300.00

500.00

800.00

-

-

-

-

-

4,800.00

8,916.66

4,800.00

11,416.66

4,800.00

11,416.66

4,800.00

8,916.66

4,800.00

8,916.66

Page 147 of 202 13,716.66

16,216.66

16,216.66

13,716.66

13,716.66

24,649.99

27,349.99

27,649.99

27,149.99

32,349.99

-

500.00

5,000.00

5,000.00

550.00

750.00

-

-

-

-

-

-

-

-

550.00

550.00

600.00

550.00

550.00

750.00

1,300.00

550.00

1,150.00

550.00

1,300.00

-

-

-

-

-

12,000.00

12,000.00

12,000.00

1,750.00

2,350.00

3,675.00

1,750.00

2,350.00

3,675.00

1,750.00

2,350.00

3,675.00

1,750.00

2,350.00

3,675.00

1,750.00

2,350.00

3,675.00

Page 148 of 202 200.00

200.00

200.00

200.00

200.00

1,196.25

600.00

239.25

30.00

1,196.25

600.00

239.25

30.00

1,196.25

600.00

239.25

30.00

1,196.25

600.00

239.25

30.00

1,196.25

600.00

239.25

30.00

10,040.50

10,040.50

10,040.50

10,040.50

10,040.50

4,720.00

4,720.00

4,720.00

4,720.00

4,720.00

200.00

2,880.00

200.00

3,280.00

-

-

-

-

125.00

50.00

125.00

125.00

50.00

125.00

1,000.00

125.00

125.00

175.00

125.00

1,175.00

125.00

85.00

150.00

75.00

25.00

335.00

150.00

225.00

160.00

535.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

85.00

150.00

75.00

25.00

335.00

150.00

225.00

160.00

535.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

-

-

-

-

-

Page 149 of 202 -

-

-

-

-

1,000.00

1,000.00

750.00

100.00

25.00

583.33

750.00

100.00

25.00

583.33

750.00

100.00

25.00

583.33

750.00

100.00

25.00

583.33

750.00

100.00

25.00

583.33

1,458.33

1,458.33

1,458.33

1,458.33

1,458.33

25.00

25.00

25.00

25.00

25.00

18,400.00

27,318.83

49,163.83

30,313.83

31,838.83

18,463.83

(2,668.84)

(21,813.84)

(2,663.84)

(4,688.84)

13,886.16

Cash Flow Analysis

25-Jun

25-Jul

25-Aug

25-Sep

25-Oct

125,196.34

(2,668.84)

122,527.50

122,527.50

(21,813.84)

100,713.66

100,713.66

(2,663.84)

98,049.83

98,049.83

(4,688.84)

93,360.99

93,360.99

13,886.16

107,247.15

Page 150 of 202 Edina Chamber 2025 Budget

25-Nov

25-Dec

Total 25

2,083.33

100.00

7,500.00

2,083.33

100.00

7,500.00

9,683.33

9,683.33

25,000.00

1,200.00

90,000.00

13,000.00

129,200.00

1,000.00

1,000.00

11,106.00

15,000.00

19,750.00

8,200.00

-

-

42,950.00

150.00

150.00

1,800.00

600.00

600.00

3,000.00

9,000.00

4,200.00

4,500.00

600.00

600.00

17,700.00

7,500.00

1,200.00

31,000.00

-

-

39,700.00

8,916.66

8,916.66

48,000.00

111,999.92

11416

Page 151 of 202 8,916.66

8,916.66

159,999.92

20,349.99

20,349.99

402,455.92

6,000.00

6,000.00

750.00

3,000.00

150.00

6,000.00

-

13,550.00

2,500.00

10,000.00

300.00

-

-

-

62,410,300.00

550.00

600.00

550.00

-

-

6,600.00

1,500.00

2,400.00

1,150.00

550.00

10,500.00

18,000.00

300.00

750.00

500.00

-

-

19,550.00

50,000.00

86,000.00

1,750.00

2,350.00

3,675.00

1,750.00

2,350.00

3,675.00

21,000.00

22,560.00

44,100.00

Page 152 of 202 200.00

200.00

2,400.00

1,196.25

600.00

239.25

30.00

1,196.25

600.00

239.25

30.00

13,509.00

7,200.00

2,701.80

360.00

10,040.50

10,040.50

113,830.80

4,720.00

4,720.00

56,640.00

200.00

2,880.00

200.00

-

-

3,280.00

50.00

125.00

300.00

1,375.00

2,000.00

50.00

125.00

3,675.00

85.00

150.00

25.00

260.00

150.00

225.00

160.00

535.00

85.00

150.00

175.00

25.00

1,020.00

1,800.00

400.00

300.00

435.00

3,520.00

150.00

225.00

1,800.00

2,700.00

160.00

1,920.00

535.00

11,420.00

-

-

350.00

350.00

Page 153 of 202 -

-

-

3,750.00

100.00

25.00

583.33

750.00

100.00

25.00

583.33

4,000.00

14,000.00

1,200.00

300.00

6,999.96

4,458.33

1,458.33

22,499.96

25.00

25.00

300.00

36,800.00

77,238.83

17,888.83

398,715.76

(56,888.84)

2,461.16

3,740.16

25-Nov

25-Dec

107,247.15

(56,888.84)

50,358.32

50,358.32

2,461.16

52,819.48

Cash Flow Analysis

Page 154 of 202 Date: October 22, 2025

Meeting: City Council

Agenda Number: 8.1

Item Type: Public Hearing

d

ITEM REPORT

Item Activity: Approve

Prepared By: Kari Sinning, Deputy City Clerk

Department: Administration

Item Title:

PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses

for 3945 Market LLC dba Therese

Action Requested:

Open and close the public hearing and approve new On-Sale Intoxicating and Sunday Sale liquor

licenses for 3945 Market LLC dba Therese.

Information/Background:

A new restaurant, Therese, located at 3945 Market Street has applied for an On-Sale Intoxicating and

Sunday Sale liquor license. Public Health, Administration and Police department staff reviewed the

application and find that it complies with city code requirements and a background investigation was

completed by the Police Department.

Staff recommends approval of the liquor licenses and request approval immediately, an exception to

the two-meeting public hearing process.

Supporting Documentation:

None

Page 155 of 202

d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 8.2

Item Type: Public Hearing

Item Activity: Approve

Prepared By: Chad Millner, Engineering Director

Department: Engineering

Item Title:

PUBLIC HEARING: Resolution No. 2025-99 Approving Final Layout for Project 2

of the I-494 Corridor Vision Implementation Plan

Action Requested:

Approve Resolution No. 2025-99 Approving Final Layout for Project 2 of the I-494 Corridor Vision

Implementation Plan.

Information/Background:

The Minnesota Department of Transportation (MnDOT) is in the process of developing Project 2 of

the I-494 Corridor Vision Implementation Plan. This project will continue the work along I-494

between Highway 169 to the Minneapolis/St. Paul International Airport. MnDOT has asked the City

of Edina to approve the proposed final layout for Project 2. Project 2 triggers the statutory municipal

consent process because it adds capacity to the trunk highway system. This process is intended to

give municipalities an additional opportunity to provide formal input on the project design. Per state

law, the City is required to conduct a public hearing on the proposed final layout as part of this

process. Staff is seeking approval of the Resolution on October 22.

Resources/Financial Impacts:

Edina has no financial responsibilities related to Project 2 for the I-494 Corridor Vision. MnDOT and

other agencies are responsible for implementation, operations and maintenance.

Relationship to City Policies:

Many elements of this project align with the Transportation Chapter of the City's Comprehensive

Plan.

Supporting Documentation:

1. Resolution No. 2025-99: Approving Final Layout for Project 2 of the I-494 Corridor Vision

Implementation Plan

2. Presentation: I-494 Municipal Consent

Page 156 of 202

RESOLUTION NO. 2025-99

APPROVING FINAL LAYOUT FOR PROJECT 2

OF THE I-494 CORRIDOR VISION

IMPLEMENTATION PLAN

OCTOBER 22, 2025

WHEREAS, The Minnesota Department of Transportation (MnDOT) has submitted a final layout for

Project 2 of the I-494 Corridor Vision implementation Plan; and

WHEREAS, Project 2 will construct EZ Pass lanes from Highway 169 to the Minneapolis/St. Paul

International Airport, reconstruction the 2nd Street Interchange, reconstruct the ramp from EbI-494 to SB I-35W,

ADA improvements, drainage systems, and other improvements; and

WHEREAS, Minnesota State Statute 161.164 requires adjacent municipalities to grant consent for

projects that change access, highway traffic capacity, or acquisition of permanent right-of-way; and

WHEREAS, Minnesota State Statute 161.164 requires municipalities to conduct a public hearing on the

final layout; and

WHEREAS, Project 2 supports the strategic transportation goals in the City’s Comprehensive Plan; and

WHEREAS, The City of Edina recognizes that MnDOT has adequately considered feedback from

adjacent municipalities and the general public in the development of Project 2; and

WHEREAS, The City of Edina is represented on MnDOT’s Technical Advisory and Policy Advisory

Committees;

NOW, THEREFORE, BE IT RESOLVED, the City of Edina approves the final layout for Project 2

of the I-494 Corridor Vision Implementation Plan.

Dated: October 22, 2025

Attest: ____________________________

Sharon Allison, City Clerk

James B. Hovland, Mayor

Page 157 of 202

Resolution No. 2025-99

Page 2

STATE OF MINNESOTA )

COUNTY OF HENNEPIN )SS

CITY OF EDINA )

CERTIFICATE OF CITY CLERK

I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached

and foregoing resolution was duly adopted by the Edina City Council at its regular meeting of October 22,

2025, and as recorded in the minutes of said meeting.

WITNESS my hand and seal of said City this ______ day of __________, 20___.

_______________________________

City Clerk

Page 158 of 202

I-494 Corridor Vision

Municipal Consent Request

Andrew Lutaya, P.E.

Project Manager

mndot.gov

Page 159 of 202 I-494 Corridor Vision

Agenda

1. Request for Municipal Consent

2.

I-494 Corridor vision

a)

b)

I-494 Phase I – Scope & Construction Status

I-494 Phase II – Scope

I-494 Phase II – Local cost participation

I-494 Phase II - Management of Traffic & Staging

I-494 Phase II – Project development schedule

3.

4.

5.

Page 160 of 202 Municipal Consent

• MN Statutes 161.162 to 161.167

• Altered access

• Increased or reduced traffic capacity

• Required acquisition of permanent right of way

• Opportunity for municipalities to comment and approve of the project layout

(MN Statute 161.164)

• Requested from Edina because of:

• Increased or reduced traffic capacity – EZ-Pass Lanes

Page 161 of 202 Defined Corridor Vision

77th St

Underpass

E-ZPass from Hwy 169 to 24th Ave

I-494/I-35W interchange

Access changes at Nicollet, Portland and 12th

Page 162 of 202 I-494 - Phase I

Project Scope

• Construct E-ZPass lanes from Th 100 to I-35W

• Reconstruct Nicollet, Portland and 12th Ave bridges

• Reconstruct the I-35W/494 Interchange

• Construct a new pedestrian bridge east of Portland Ave

• Reconstruct existing mainline lanes from Th 100 to I-

• Construct Trails and multi-model i.e. Bike & Ped and

35W

ADA improvements

Page 163 of 202 I-494 - Phase I

Construction Status

I-35W/494 Interchange – completed this year

• Nicollet Ave & 12th Ave bridges – construction 2026

• Work around Penn Ave – completed by end of year

• Pavement Reconstruction & EZ-Pass Lanes

• New Portland Ave bridge – open by end of year

• New Chicago Ave Ped bridge – open

o 90% to be completed before end of year

o 10% to be completed in 2026

Page 164 of 202 I-494 - Phase II

W Bush Lake Rd

Bridge Rehab

E Bush Lake Rd

Bridge rehab

I-494 over Th 100

Bridge rehab

Xerxes Ave

Bridge rehab

Lyndale Ave

Bridge rehab

Hwy 77 bridge

reconstruct

EZ-Pass

Expansion

Center median

Project Scope

France Ave

Signal

Replacement

82nd St bridge

braid

I-35W Mainline

reconstruct

EZ-PASS

expansion &

mainline

reconstruct

Frontage

Roads E

of 12th Ave

82nd St bridge

reconstruct

• Construct E-ZPass lanes from Th 169 to Hwy 100 &

I-35W to TH 77

• Reconstruct 82nd St bridge over I-35W

• Reconstruct CPCK RR bridge over I-494

• Reconstruct existing mainline lanes on I-494 and on

I-35W

• Reconstruct Th 77 bridges over I-494

Joint repair of the existing 84-inch trunkline from

Lyndale Ave to 34th Ave.

• Multi-model i.e. Bike, Ped & ADA improvements

Page 165 of 202 I-494 - Phase II

City of Edina Local cost participation

• $0

Page 166 of 202 I-494 - Phase II

Proposed MOT & Staging

• 4-year construction

• Maintain 3 lanes in each direction on both I-35W & I-494

• 2027 – Focus on utility relocations & temporary widening

• 2028 & 2030 – Major mainline impacts

Page 167 of 202 I-494 - Phase II

Phase II delivery Schedule

• Environmental Clearance and Preliminary

Design Development

• Final Design/RFP (DB contract)

Development

a) Preliminary design Consultant NTP –

September 2024

b)

Staff Approved geometric layout – January

2025

c) Draft Environmental Document – September

2025

d)

FHWA signed Environmental Document –

December 2025

a)

FHWA Authorization – June 2026

b) RFP Issued – June 2026

c)

Conduct Technical Proposal Scoring –

September 2026

d) Project Letting- October 5, 2026

• Construction

a)

Fall of 2026 through 2030

Page 168 of 202 Thank you again!

Andrew Lutaya

Andrew.Lutaya@state.mn.us

651-234-7563

Page 169 of 202 d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 8.3

Item Type: Public Hearing

Item Activity: Discussion

Prepared By: Bill Neuendorf, Economic Dev Mgr

Department: Community Development

Item Title:

PUBLIC HEARING: Resolution 2025-101: Amending the Spending Plan for the

Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts

Action Requested:

Motion to close public input Sunday, October 26, 2025, and continue action to the November 4,

2025, City Council meeting.

Information/Background:

This items pertains to amending a Spending Plan that was previously approved in 2021. This Spending

Plan was responsive to 2021 State Legislation and guides the expenditures of previously collected

property taxes contained within Tax Increment Financing (TIF) District accounts. The amendments

will bring this Spending Plan into alignment with new state legislation approved in 2025.

Staff will present the proposed amendment and be available for questions. Final consideration will be

deferred until November 4, 2025 to allow additional time for public input on this matter.

Better Together Public Input

Resources/Financial Impacts:

No direct impact since these tax monies have already been collected and retained in restricted TIF

accounts that cannot be used for general fund expenses. Staff will review future Special Projects and

Redevelopment Capital (SPARC) expenditures as part of their regular duties.

Relationship to City Policies:

Comprehensive Plan

Budget Pillar:

Strong Foundation Investing in brick and mortar sustains a strong tax base

Livable City

Renovating older facilities and constructing new facilities add to vibrancy

and livability of the community.

Better Together

Working in partnership with business sectors creates opportunities for

increased employment and additional goods and services for residents.

Page 170 of 202

Values Impact:

Sustainability

Renovating older buildings will use modern materials with increased

levels of sustainability.

Stewardship

Using available financial resources to encourage a strong, healthy and

vibrant tax base is desirable.

Equity

Establishing programs that support small businesses is helpful to the

local economy.

Supporting Documentation:

1.

2.

3.

4.

5.

Staff Report

Summary of Special Projects and Redevelopment Capital Projects

Staff Presentation

Amended and Restated Spending Plan (DRAFT)

Resolution No. 2025-101: Amending the Spending Plan for the Southdale 2, Pentagon Park and

70th and Cahill Tax Increment Financing Districts

Page 171 of 202

Date: October 22, 2025

To:

Mayor and City Council

From:

Bill Neuendorf, Economic Development Manager

Subject: Resolution 2025-101 Amending the Spending Plan for the Southdale 2,

Pentagon Park and 70th and Cahill Tax Increment Financing Districts

Information / Background:

This Resolution proposes to amend the 2021 Spending Plan that governs the expenditure of

unobligated property taxes that are retained in three Tax Increment Financing (TIF) Districts. This

Spending Plan guides Edina’s Special Projects and Redevelopment Capital (SPARC) program which

has provided vital funding to seven projects since it was created. An overview of those previously

approved SPARC projects is attached. Like the original program, these recommended changes are

responsive to State Law that govern the use of unobligated TIF monies.

The amended Spending Plan extends the deadline to use these monies by one year (concluding

December 31, 2026) and increases the total monies available in the SPARC program by including

the interest earnings accumulated since 2021 (approximately $775,000).

If the Spending Plan is not amended, the SPARC program will be retired at year end 2025 and any

leftover monies will be returned to the original TIF account or returned to Hennepin County, as

appropriate.

The Edina Housing and Redevelopment Authority previously approved Resolution 2025-08 to

support this amended Spending Plan. A Public Hearing is being held on October 22nd with public

input being collected until October 26th. The input received to date is included in this packet.

Staff recommends approval of this Resolution so that property taxes collected in the City remain in

the City. These funds can help stabilize and enhance the tax base, encourage new businesses to

occupy and expand challenging sites in Edina and create new jobs.

Page 172 of 202

Summary of SPARC Projects prepared 10-14-2025

SPARC Funded Projects - (2021 to Oct 2025)

Amount

Pledged

Amount

Paid to Date

Funds

Available

Type

Contract

Date

Project

Status

Funding

Status

Repayment

Status

Edina Theatre (3911 W. 50th St) -

New restaurant/music venue (3916 W. 50th St)

Edina Innovation Lab (7201 Metro, 5th floor)

full restoration

adjacent public

improvements

$351,000

$351,000

$0 Forgivable Loan

Sept 7, 2022

Completed

Paid

not expected

$432,000

$432,000

$0 Direct Payment

to Contractors

Sept. 7, 2022

Completed

Paid

NA

full restoration

$225,000

adjacent public

improvements

$0

$0

$0

$0 Forgivable Loan

Nov. 16, 2023

April 10, 2025

Under

Construction

Pledged

not expected

$0 Direct Payment

to Contractors

Nov. 16, 2023

Dead

Pledged

NA

full restoration

$650,767

$650,767

$0

Loan

Nov. 17, 2022

Aug. 10, 2023

April 10, 2025

Completed*

Paid

in process

preparation of

contracts

$15,103

$15,103

$0 Direct Payment

to Contractors

Nov. 17, 2022

Completed

Paid

NA

Finch Apartments (4620 W. 77th St) - new construction of apartment

building and new public roadway

$2,000,000 $2,000,000

$0 Forgivable Loan

Dec. 20, 2022

Completed

Paid

not expected

Setting Apartment (7200 France Ave) - new construction of mixed-

income apartment building **

$4,862,458 $2,436,599

$0

Forgivable

Loan***

Dec. 19, 2024

Under

Construction

Partial

Payment

not expected

Enclave / Lifestyle Communities redevelopment (7235 France

Ave) - new construction of 4 buildings and public space **

$673,626

$0

$673,626

Forgivable

Loan***

Nov. 19, 2024

Aug. 19, 2025

Pending

Pledged

TBD

Oh Crepe café (4408 France Ave) - full renovation

$24,000

$18,876

$5,124

May 16, 2024

Completed

Paid

not expected

Site improvements (4408 France Ave)

Other Potential Streamlined Grant Applicants

Other Potential Projects

$24,000

$250,000

$0

$0

$0

$0

$24,000

$250,000

May 16, 2024

Dead

Rescinded

$0

TBD

TBD

May 16, 2024

TBD

TBD

TBD

TBD

NA

NA

NA

Grant

Grant

Grant

Total = $9,507,954 $5,904,345

$952,750

Page 173 of 202

* The full build-out of the Innovation Lab was completed. The Lab successfully completed four cohorts for business owners. While the space remains occupied, additional business training has been

terminated due to lack of operational funds.

** SPARC funds were simultaneously pledged to both 7200 and 7235 France Avenue, with the amount flexible, depending on which project incurred eligible costs first. The maximum amount of SPARC

pledged to 7235 Project is $1,500,000 with the actual amount to be determined based on eligible costs incurred and available balance. At this point in time, between $673,626 and $952,750 is available for the

7235 Project.

*** SPARC monies were pledged to the 7200 and 7235 projects to reduce the future pledge of a TIF Note for the same project. In the case of 7200 France, the use of $4.8M SPARC monies were in lieu of

TIF support for the mixed-income apartment project.

Page 174 of 202

Resolution 2025-101

Amending Spending Plan for Southdale 2,

Pentagon Park, Wooddale/ValleyView TIF

Districts

Staff Presentation to:

Edina City Council – Public

Hearing

October 22, 2025

Page 175 of 202 Background

• 2021 Minnesota Legislation allowed cities to

use existing TIF monies that had not

previously been obligated

Intended to accelerate the economic recovery

after the COVID-19 pandemic

Intended to create new jobs

Intended to encourage new private investment

• Edina created SPARC program and pledged

all available monies

• New 2025 state legislation allows cities to

extend investment deadline by one year and

to include interest earnings

2

Page 176 of 202 Background

Edina had 3 TIF accounts with

unobligated monies that were eligible for

the 2021 MN Statute:

• Pentagon Park $700,000

• Southdale 2

$8,465,062

• 70th & Cahill / WVV $342,892

Original Total Pledged $9,507,954

• Plus interest

approx. $775,849

AMENDED TOTAL approx. $10,283,803

3

Page 177 of 202 Background - State Legislation Limits how TIF Funds can be

Used

TIF (SPARC) monies can fill gap in private development

projects including:

- New construction or substantial rehabilitation of

existing

- Private improvements or related public

improvements

- NOT for staff or operational expenses

- NOT for public buildings or parks

- NOT for general public improvements

TIF

Project must create jobs (permanent or construction)

gap

Project unable to proceed without public funding

Loan, grant or equity investment

4

Page 178 of 202 How has Edina used SPARC Funds to date?

Photo Source: Great States Development

Photo Source: Edina Chamber of Commerce

Photo Source: Edina Sun Current

Photo Source: Oh Crepe

Photo Source: BetterTogetherEdina.org

5

Page 179 of 202 How has Edina used SPARC Funds to date?

6

Page 180 of 202 Key Changes in the Amended Spending Plan

• Old Deadline: Under previous legislation (original

Spending Plan), eligible work must be completed by

12/31/2025

• Amended Deadline: Under new legislation (and

proposed Amended Spending Plan), deadline extended

until 12/31/2026 and approx. $775k in interest earnings

can be added to the SPARC program

• Process: HRA reviewed Sept. 24th; City Council holds

Public Hearing Oct 22nd with final Council consideration

on Nov 4th ; HRA to consider expenditures in future

case-by-case

• Unused Monies: Any unused funds must be returned to

the original TIF account OR be turned over to County at

program deadline

TIF

gap

7

Page 181 of 202 Alternate Outcome if Amended Spending Plan is Rejected

If Spending Plan NOT amended, previous

deadline remains in effect:

• Not all monies previously pledged will

be invested

• Pending projects may not move forward

• Leftover funds (between $950k and

$1.7M) will be returned to Hennepin

County for distribution

• City will receive approx. 1/3

• County will receive approx. 1/3

• State will receive approx. 1/3

8

Page 182 of 202 Types of Job-Creating Projects to Consider with SPARC

Under the general terms of the original and amended

Spending Plan, many different types of projects could be

considered in the future. Examples include:

• Renovation of vacant commercial buildings and tenant

spaces

• Construction of new commercial or multi-family buildings

Improvements to public roadways, parking facilities and

related infrastructure that hinder private investment

The Streamlined Grant Program could be continued and

additional small businesses could also be funded.

Recommended projects to be supported with SPARC funds

will be brought to HRA for consideration on a case-by-case

basis.

9

Page 183 of 202 Summary & Recommendation

Ø 2021 Minnesota Statutes enabled unobligated TIF monies to be reinvested to encourage private

development and create jobs

Ø 2025 Minnesota Statutes allow one additional year to invest these monies and allows interest earnings

on the monies to also be used

Ø Edina previously pledged $9.5 million to this program with most of the work completed or under

construction

Ø Edina could pledge an additional $775k (interest income) to this program

Ø Additional time is needed to complete the pending projects and identify additional projects

Ø Staff recommends that the amended Spending Plan be adopted and the

remaining funds be deployed through the SPARC program by the 2026

deadline.

10

Page 184 of 202 Original HRA Adoption Date:

City Council Approval Date:

Proposed Amendment Public Hearing:

October 28, 2021

November 16, 2021

October 22, 2025

Edina Housing and Redevelopment Authority

City of Edina,

Hennepin County, Minnesota

AMENDED AND RESTATED SPENDING PLAN

Southdale 2 TIF District

Pentagon Park TIF District

70th and Cahill TIF District

Prepared by:

Ehlers

3060 Centre Pointe Drive

Roseville, Minnesota 55113

BUILDING COMMUNITIES. IT’S WHAT WE DO.

Page 185 of 202

AMENDED AND RESTATED SPENDING PLAN FOR UNOBLIGATED

SOUTHDALE 2, PENTAGON PARK, AND 70TH AND CAHILL TAX

INCREMENT FINANCING DISTRICT FUNDS

I.

BACKGROUND

The Edina Housing and Development Authority (the “HRA”) and the City of Edina (the “City”)

previously established the Southdale 2, Pentagon Park and 70th and Cahill Tax Increment

Financing Districts (the “TIF Districts”) to further the objectives of the HRA. The 70th and Cahill

District was established in 1990 and is currently decertified. The Southdale 2 District was

established in 2012 and is also decertified. The Pentagon Park District was established in 2014

and remains active. Each of the TIF Districts are administered by the HRA and contain unobligated

monies.

In accordance with Minnesota Statutes, Section 469.176 Subd. 4n (the “Act”) regarding the

authority to use unobligated TIF monies, the HRA and City adopted a spending plan for the

transfer of unobligated monies from each of the TIF Districts in 2021 (the “Original Spending

Plan”). The Minnesota Legislature amended the Act in 2025 to allow municipalities to extend the

allowable spending period for transferred funds and clarify the use of any revenues derived from

the investment or of transferred funds. The HRA and City propose to adopt this amended and

restated spending plan (the “Spending Plan”) to enable the provisions of the 2025 legislative

amendment.

II.

PURPOSEi

The purpose of the Spending Plan is to assist in the private development or redevelopment of

sites, lands or areas within the City using unobligated tax increments from the TIF Districts. The

development or redevelopment is to be in conformity with the City’s Comprehensive Plan and

other adopted plans and the unobligated tax increments are to be utilized for one of the following

purposes (together, the “Spending Plan Assistance”):

to provide improvements, loans, interest rate subsidies, or assistance in any form to

(a)

private development consisting of the construction or substantial rehabilitation of buildings and

ancillary facilities if the following conditions exist:

(i)

construction jobs;

Such assistance will create or retain jobs in the State of Minnesota, including

(ii)

Construction commences before December 31, 2026; and

(iii)

assistance.

The construction would not have commenced before that date without the

2

Page 186 of 202

to make an equity of similar investment in a corporation, partnership or limited liability

(b)

company the HRA determines is necessary to make construction of a development that meets

the requirements of clause (a) financially feasible.

The City Council approved the Original Spending Plan in 2021 (after a duly noticed public hearing)

specifically authorizing the City and HRA to take such actions. The HRA filed a copy of the

executed Original Spending Plan approved and signed by the City to the Office of the State

Auditor. The tax increments authorized under the Original Spending Plan were transferred out

of the applicable TIF Funds by December 31, 2022 in compliance with the Act. Under the

Spending Plan, all transferred increments are to be spent, loaned, invested, or otherwise

irrevocably committed by December 31, 2026. Any funds unspent by the deadline, or

subsequently repaid, shall be returned to the originating TIF Fund.

The Spending Plan Assistance provided pursuant to this Plan shall be subject to Minnesota

Statutes, Sections 116J.993 to 116J.995 (the “Business Subsidy Law”), if applicable, and shall be

subject to the City’s Business Subsidy Policy.

III. UNOBLIGATED TIF FUNDS

The HRA has transferred $9,507,954 in unobligated funds from the TIF Districts under the

authority of the Spending Plan and has identified up to [$775,849] of interest revenue earned on

the transferred funds for a total of [$10,283,803] (the “Unobligated Tax Increments”):

$ 8,465,062 of unobligated funds of the Southdale 2 Tax Increment Financing District,

$ 700,000 of unobligated funds of the Pentagon Park Tax Increment Financing District,

$ 342,892 of unobligated funds of the 70th and Cahill Tax Increment Financing District,

and

[$ 775,849] of interest earnings on transferred increment.ii

IV.

PLAN

Under this Spending Plan, the HRA is authorized as follows:

(a)

To use Unobligated Tax Increments from the TIF Districts to provide Spending Plan

Assistance for projects qualifying with this Spending Plan and the City Policy for Use of

Unobligated TIF Funs (the "Projects"). Each project shall be considered by the HRA and subject

to approval by the City. The assistance authorized under this Spending Plan is intended to further

the goals in the City’s Comprehensive Plan or other City plans or objectives, if doing so will create

or retain jobs in the state, including construction jobs. The Projects shall commence before

3

Page 187 of 202

December 31, 2026 (unless a later commencement date is authorized by law) and shall constitute

Projects that would not commence by such date without the assistance provided pursuant to this

Spending Plan.

To administratively amend the budgets set forth in the Tax Increment Financing Plans for

(b)

the TIF Districts as necessary to provide for the assistance authorized by this Spending Plan.

To take any other action necessary and authorized under the Act in connection with the

(c)

construction or substantial rehabilitation of facilities of the type designated for the Spending Plan

Assistance.

To authorize and direct staff to maintain a copy of this Spending Plan with the HRA’s

(d)

records for the TIF Districts, and to file a copy of the Spending Plan with the Office of the State

Auditor.

i Sections I and II of this Amended and Restated Spending Plan are intended to identify the program limits.

Projects assisted pursuant to this Amended and Restated Spending Plan shall be in accordance with the

terms and conditions set forth in those Sections.

ii Forecast based on assumed investment rate of [4.00%] on transferred balance to December 31, 2026

spending plan deadline.

4

Page 188 of 202

CITY OF EDINA

COUNTY OF HENNEPIN

STATE OF MINNESOTA

Councilmember ______________________ introduced the following resolution and moved its adoption:

RESOLUTION 2025-101

AMENDING A SPENDING PLAN FOR THE SOUTHDALE 2, PENTAGON PARK AND 70th AND

CAHILL TAX INCREMENT FINANCING DISTRICTS

WHEREAS, the Board of Commissioners (the “Board”) of the Edina Housing and Redevelopment Authority (the

“HRA”) and the City Council (the “Council”) of the City of Edina, Minnesota (the “City”) established the Southdale 2,

Pentagon Park, and 70th and Cahill (Wooddale/ValleyView) Tax Increment Financing Districts (the “TIF Districts”), pursuant

to, and in accordance with Minnesota Statutes, Section 469.174 to 469.1794, inclusive, as amended (the “Act”); and

WHEREAS, the HRA adopted and the City approved a written spending plan for the TIF Districts (the “Spending

Plan”), pursuant to, and in accordance with, Minnesota Statutes, Sections 469.176, Subd. 4n inclusive, as amended (“Subd.

4n”) to transfer existing and unobligated tax increment revenues from the TIF Districts for use in stimulating construction

or substantial rehabilitation of private development in a way that will also create or retain jobs in the City so long as the

construction commenced by December 31, 2025; and

WHEREAS, the State Legislature amended Subd. 4n in 2025 to allow a municipality to extend the deadline for the

commencement of construction by one year to December 31, 2026 and also utilize interest earnings on transferred

increment for Spending Plan activities if specifically authorized within an amended spending plan approved by December

31, 2025; and

WHEREAS, the HRA has investigated the facts relating to the Spending Plan and has caused the Amended and

Restated Spending Plan to be prepared; and

WHEREAS, the HRA and City have performed all actions required by law to be performed prior to the adoption

and approval of the Amended and Restated Spending Plan, including, but not limited to, requesting that the Council cause

notice of a public hearing to be published and hold a public hearing on amending the adopted Spending Plan, as well as the

conditional approval of adopting the Amended and Restated Spending Plan by the HRA on September 25, 2025,.

NOW, THEREFORE BE IT RESOLVED by the City Council (the "Council") of the City of Edina, Minnesota (the

"City"), as follows:

1.

The Council hereby reaffirms the original findings for the TIF Districts and Spending Plan in finding that the adoption

of the proposed Amended and Restated Spending Plan conforms in all respects to the requirement of the Act and

will result in creation or retention of jobs in the State of Minnesota (the “State”) and help preserve and enhance

the tax based of the State and thereby serves a public purpose.

Page 189 of 202

Resolution 2025-101

Page 2

2.

3.

4.

The Council further finds that the Amended and Restated Spending Plan will afford maximum opportunity,

consistent with the sound needs for the City as a whole, or the development or redevelopment of the Southeast

Edina Redevelopment Project Area by private enterprise in that the intent is to provide only that public assistance

necessary to make the private developments financially feasible.

The Amended and Restated Spending Plan for the TIF Districts, as presented to the Council on this date, is hereby

approved, established, and adopted and shall be placed on file in the office of the Executive Director of the HRA.

HRA staff, advisors and legal counsel are authorized and directed to proceed with the implementation of the

Amended and Restated Spending Plan and to negotiate, draft, prepare and present to this Council for its

consideration all further plans, resolutions, documents and contracts necessary for this purpose. Approval of the

Amended and Restated Spending Plan does not constitute approval of any project of a development agreement

with any developer.

5.

The Executive Director of the HRA is authorized and directed to file a copy of the Spending Plan with the Office

of the State Auditor pursuant to Minnesota Statutes 469.176, Subd. 4n.

The motion for the adoption of the foregoing resolution was duly seconded by Council member

______________________, and upon a vote being taken thereon, the following voted in favor thereof:

_________________________________________________________________________________________

________________________________________________________________________________________

and the

_________________________________________________

_________________________________________________________________________________________

following voted against the same:

Dated: November 4, 2025

Sharon Allison, City Clerk

James B. Hovland, Mayor

Attest:

(Seal)

Page 190 of 202

Resolution 2025-101

Page 3

STATE OF MINNESOTA

COUNTY OF HENNEPIN

CITY OF EDINA

)

)

)

SS

CERTIFICATE OF CITY CLERK

I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached is a true

and correct copy of the Resolution duly adopted by the Edina City Council at its regular meeting of November 4, 2025,

and as recorded in the Minutes of said regular meeting.

WITNESS, my hand and seal of said City this ______ day of________________________, 2025.

_______________________________

Sharon Allison, City Clerk

Page 191 of 202

Date: October 22, 2025

Meeting: City Council

Agenda Number: 9.1

Item Type: Resolution

d

ITEM REPORT

Item Activity: Approve

Prepared By: Kari Sinning, Deputy City Clerk

Department: Administration

Item Title:

Resolution No. 2025-102: Accepting Donations

Action Requested:

Approve Resolution No. 2025-102 accepting donations.

Information/Background:

To comply with State Statute, all donations to the City must be accepted by resolution and approved

by two-thirds majority of the Council. See attached resolution with list of donations.

Supporting Documentation:

1.

Resolution No. 2025-102: Accepting Donations

Page 192 of 202

RESOLUTION NO. 2025-102

ACCEPTING DONATIONS ON

BEHALF OF THE CITY OF EDINA

WHEREAS, Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal

property for the benefit of its citizens;

WHEREAS, said donations must be accepted via a resolution of the Council adopted by a two thirds

majority of its members.

NOW, THEREFORE, BE IT RESOLVED, that the Edina City Council accepts with sincere appreciation

the following listed grants and donations on behalf of its citizens.

Communications

BKV Group

Parks & Recreation

$1,875.00

Photo Rights to Images of Fire Station 2

Edina Baseball Association

Steve Beuning

$18,245.14

$350.00

Baseball Infield Improvements at Yancey Park

Donation Tree at Arden Park

Edina Senior Center

• Ann Marie Codes

Dated: October 22, 2025

Attest:

$50.00

General Use

Sharon Allison, City Clerk

James B. Hovland, Mayor

STATE OF MINNESOTA )

COUNTY OF HENNEPIN) SS

CITY OF EDINA )

CERTIFICATE OF CITY CLERK

I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and

foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of October 22, 2025, and

as recorded in the Minutes of said Regular Meeting.

WITNESS my hand and seal of said City this _______ day of ___________________, 2025.

___________________________

Sharon Allison, City Clerk

Page 193 of 202

d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 10.1

Item Type: Minutes

Item Activity: Information

Prepared By: Marisa Bayer, Sustainability Manager

Department: Engineering

Item Title:

Minutes: Energy and Environment Commission, Aug. 14 and Sep. 11, 2025

Action Requested:

No action requested.

Information/Background:

Receive Energy and Environment Commission meeting minutes from their Aug. 14 and Sep. 11, 2025

meetings.

Supporting Documentation:

1.

2.

Minutes: Energy and Environment Commission, Aug. 14, 2025

Minutes: Energy and Environment Commission, Sep. 11, 2025

Page 194 of 202

MINUTES OF THE

ENERGY & ENVIRONMENT COMMISSION

REGULAR MEETING

7:00 PM THURSDAY, AUGUST 14, 2025

Meeting location:

Edina City Hall

Community Room

4801 W. 50th St.

Edina, MN

1. Call to Order

Temp-Chair Martinez called the meeting to order at 7:00 p.m. then shared the procedure

for public hearing and community comment.

2. Roll Call

Answering roll call were Commissioners Weber, Bartholomew, Tessman, Schima,

LaCasse and Martinez. Absent were Commissioners Lukens, Haugen, and student

Commissioners Langsweirdt and Srivastav.

3. Approval of Meeting Agenda

Schima made a motion, seconded by Tessman, to Approve Meeting Agenda. Motion

carried.

4. Approval of Meeting Minutes

Schima made a motion, seconded by Bartholomew, to Approve July Meeting Minutes.

Motion carried.

4.1. Minutes

5.

Special Recognitions and Presentations

6. Community Comment

Merriweather Felt from the Morningside Neighborhood shared a story about the tree

protection ordinance related to one of her clients. She is an architect. Stated she thought

the ordinance would be changed.

7. Reports/Recommendations

7.1. 2026-27 Commission Work Plan

2026-2027 Workplan – The group created this list of possible workplan items.

a. Idling / Air Quality Policy – focus around schools

b. Organics

c. Outreach

o Green Business

o Tree Recognition

Page 195 of 202

o EV Event / Highlight

d. Follow-up on Food Security Assessment from previous workplan

e. Organized trash hauling

f. Transportation Item to be defined – EV's, VMT – how to reduce?

7.2. Work Plan Item 1, CAP Prioritization

Liaison Gabb reviewed staff suggested revisions to the CAP in Climate Health and Safety.

Public Health Administrator Jeff Brown was in attendance to assist with questions.

7.3. Draft Revisions to the Tree Protection Ordinance

Bartholomew made a motion, seconded by Weber, to Approve EEC Review

Communication related to revisions to the tree ordinance. Motion carried.

8. Chair and Member Comments

9.

Staff Comments

10. Adjournment

Bartholomew made a motion, seconded by Tessman, to Adjourn. Motion carried.

Meeting adjourned at 8:45 pm.

Page 196 of 202

MINUTES OF THE

ENERGY & ENVIRONMENT COMMISSION

REGULAR MEETING

7:00 PM THURSDAY, SEPTEMBER 11, 2025

Meeting location:

Edina City Hall

Community Room

4801 W. 50th St.

Edina, MN

1. Call to Order

Chair Lukens noted there was not quorum for the meeting. The meeting without

quorum started at 7:05 p.m. and Chair Lukens shared the procedure for public hearing

and community comment.

2. Roll Call

No roll call was taken. Members present were Chair Lukens, Vice-Chair Haugen,

Member LaCasse, Member Martinez-Salgado and Student Member Lassig.

3. Approval of Meeting Agenda

No action was taken.

4. Approval of Meeting Minutes

4.1. Minutes

No action was taken.

5.

Special Recognitions and Presentations

No special recognitions or presentations were received.

6. Community Comment

Mark Hirschfeld, BI Worldwide, introduced himself to the commission. No formal

comments or concerns were received.

7. Reports/Recommendations

7.1. Work Plan Item 1, CAP Prioritization

Liaison Gabb reviewed staff suggested revisions to the CAP in Climate Economy and

Food. Economic Development Manager BIll Neuendorf was in attendance to assist with

questions.

7.2. 2026-27 Commission Work Plan

DRAFT 2026-2027 EEC Workplan from the discussion with members in attendance:

• Idling & Air Quality Policy / Education / Research – focus around schools.

• School Partnership / Assist with Education on Topics / Workplans – build

relationships (PTA?)

Page 197 of 202

o School Bus Use vs Traffic from Drop-Offs

o Idling

o Organics

• Organics

o Promote multi-family education and outreach

o Neighborhood vs neighborhood contests

• EEC Outreach - a. Green Business. b. Tree Recognition c. EV Event / Highlight

around Earth Day

• Follow-up on Food Security Assessment from previous workplan

o Will need to discuss with Brook.

• Future / Parking Lot

o 2050 Comprehensive Plan

o Organized Trash Hauling

o Transportation Item to be defined – EV’s, VMT – how to reduce?

7.3. Update: Chapter 2 – Administration, Article III. Boards, Committees and

Commissions Code, Division 3

Members present preferred keeping the name of the commission as is. They also

supported edits to the City Code per staff recommendation.

8. Chair and Member Comments

9.

Staff Comments

10. Adjournment

The meeting concluded at 8:55 p.m.

Page 198 of 202

d

ITEM REPORT

Date: October 22, 2025

Meeting: City Council

Agenda Number: 10.2

Item Type: Minutes

Item Activity: Information

Prepared By: Andrew Scipioni, Transportation Planner

Department: Engineering

Item Title:

Minutes: Transportation Commission, Aug. 21, 2025

Action Requested:

Receive the minutes of the Transportation Commission's August 21, 2025 regular meeting.

Information/Background:

See attached minutes.

Supporting Documentation:

1.

Minutes: Aug. 21, 2025

Page 199 of 202

Draft Minutes☐

Approved Minutes☒

Approved Date: September 18, 2025

Minutes

City Of Edina, Minnesota

Transportation Commission

City Hall Community Room

August 21, 2025

1. Call to Order

Chair Lewis called the meeting to order at 6:02 p.m.

2. Roll Call

Answering roll call: Commissioners Bildsten, Olson, Rosen, White, Lewis

Late: Commissioner Wright

Absent: Commissioners Brown, Trueger, Lassig

Staff present: Transportation Planner Andrew Scipioni

3. Approval of Meeting Agenda

Motion was made by Commissioner Bildsten and seconded by Commissioner Lewis to approve the

amended agenda. All voted aye. Motion carried.

4. Approval of Meeting Minutes

Motion was made by Commissioner Rosen and seconded by Commissioner White to approve the July

17, 2025 meeting minutes. All voted aye. Motion carried.

Commissioner Wright arrived at 6:05.

5. Community Comment

Taylor Bruhschwein, 5744 Ewing Ave, commented on the development of the Safe & Equitable Mobility Action

Plan. Bruhschwein urged the Commission to push the designs and the language of the plan to be bold, and

cautioned against tailoring the plan to the current City Council.

6. Reports/Recommendations

6.1. Traffic Safety Report of July 31, 2025

The Commissioner reviewed and commented on the report.

6.2. 2025 Work Plan Updates

1. Safe and Equitable Mobility Action Plan Participation – Next task force meeting in September,

staff looking to reschedule PMT meeting.

2. Commission-Led Events – Committee is tentatively planning a bike/walk to school day event on

October 8th or 15th at Concord Elementary of South View Middle.

3. Review of City Policies/Ordinances – Committee is performing a literature review.

Page 200 of 202

Draft Minutes☐

Approved Minutes☒

Approved Date: September 18, 2025

4. City Code Update – Staff discussed the Commission’s role in the Traffic Safety review process and

sought feedback on potential changes.

5. City Code Regarding Bicycles – Committee is researching regulation strategies of other cities,

requested information from staff City’s enforcement efforts.

6.3. 2026/2027 Work Plan Development

The Commissioner continued discussing their 2026/2027 work plan proposal.

7. Staff Comments – Received.

7.1. Transportation Projects Update

Staff provided an update on current and upcoming transportation projects in and around Edina.

7.2. 2025 Meeting Dates

The Commission’s next regular meeting is Thursday, September 18.

8. Chair and Member Comments – Received.

9. Adjournment

Motion was made by Commissioner Rosen and seconded by Commissioner Wright to adjourn the

August 21, 2025 regular meeting at 7:57 p.m. All voted aye. Motion carried.

Page 201 of 202

Draft Minutes☐

Approved Minutes☒

Approved Date: September 18, 2025

TRANSPORTATION COMMISSION ATTENDANCE

J F M A M J J A S O N D

# of Mtgs

Attendance %

Meetings

1 1 1 1 1 1 1 1

SEAT

NAME

1

2

3

4

5

6

7

8

9

Wright, Grant

VACANT

Bildsten, Roger

Lewis, Andy

Rosen, Adam

Brown, Chris

Olson, Bethany

White, Joan

Trueger, Noah

1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1

1 1 1 1 1

1 1 1 1 1

1 1

1 1

1 1 1

1 1 1

1 1 1 1

1 1 1

1 1

1 1 1

1

1

10

Lassig, Augie (s)

1 1

1 1 1 1

8

8

8

7

7

6

7

5

2

6

100%

100%

88%

88%

75%

88%

83%

33%

75%

Page 202 of 202

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