HomeMy WebLinkAbout2023-03-07 City Council Meeting PacketAgenda
City Council Meeting
City of Edina, Minnesota
City Hall Council Chambers
Tuesday, March 7, 2023
7:00 PM
Watch the meeting on cable TV or at EdinaMN.gov/LiveMeetings or
Facebook.com/EdinaMN.
Participate in Community Comment
Call 786-496-5601
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I.Call To Order
II.Roll Call
III.Pledge of Allegiance
IV.Approval Of Meeting Agenda
V.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.
A.City Manager's Response to Community Comments
VI.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 rollcall vote of majority of Council
Members present to approve, unless otherwise noted in consent
item.)
A.Approve Minutes: Work Session and Regular, Feb. 21, 2023
B.Approve Payment of Claims
C.Request for Purchase: Professional Services for Brook Drive
Culvert Replacement
D.Request for Purchase: Natural Areas Long-Term Maintenance,
2023-2025 Construction Oversight
E.Approve Encroachment Agreement with 6604 Indian Hills Road
F.Tra<c Safety Report of Jan. 31, 2023
G.Request for Purchase: I-494 Corridor Commission Annual
Membership Dues for 2023
H.Approve Out-of-State Travel for City Council
I.Approve New On-Sale Wine and On-Sale 3.2 Percent Malt Liquor
Licenses for Munson Potato Shack, LLC, dba Munson's Potato
Shack
J.Approve 2023 Liquor License Renewals
VII.Public Hearings
During "Public Hearings," the Mayor will ask for public testimony
after sta@ and/or applicants make their presentations. The following
guidelines are in place to ensure an e<cient, 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.
A.CONTINUE PUBLIC HEARING TO MAR. 21, 2023: Resolution No.
2023-22, Conditional Use Permit & Variance for US Internet at
6444 Xerxes Avenue
B.CONTINUE PUBLIC HEARING TO APR. 4, 2023: Resolution No.
2023-20, CertiFcate of Appropriateness Appeal, 4630 Drexel
Avenue
VIII.Reports/Recommendations: (Favorable vote of majority of Council
Members present to approve except where noted)
A.Resolution No. 2023-21: Accepting Donations
B.Transportation Commission Report & Recommendation: PACS
Fund Increase Proposal
C.Resolution No. 2023-16: Subdivision for 4404 Valley View Road
D.Resolution No. 2023-17: Preliminary Development Site Plan
Review for 5146 Eden Avenue (former Public Works Site)
IX.Commission Correspondence (Minutes and Advisory
Communication)
A.Minutes: Transportation Commission, Jan. 19, 2023
B.Minutes: Human Rights and Relations Commission, Jan. 24,
2023
X.Manager's Comments
A.Report on Status of Tobacco Ordinance Litigation
B.Report on Cornelia View Apartment Project
C.Prep Memo Mar. 7, 2023
XI.Mayor And Council Comments
XII.Adjournment
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 ampliFcation, an
interpreter, large-print documents or something else, please call 952-927-8861
72 hours in advance of the meeting.
Date: March 7, 2023 Agenda Item #: V.A.
To:Mayor and City Council Item Type:
Other
From:Sharon Allison, City Clerk
Item Activity:
Subject:City Manager's Response to Community Comments Information
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
None.
INTRODUCTION:
City Manager Neal will respond to questions asked at the previous Council meeting.
Date: March 7, 2023 Agenda Item #: VI.A.
To:Mayor and City Council Item Type:
Minutes
From:Sharon Allison, City Clerk
Item Activity:
Subject:Approve Minutes: Work Session and Regular, Feb.
21, 2023
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve minutes as presented.
INTRODUCTION:
ATTACHMENTS:
Description
Minutes: Draft Work Session, Feb. 21, 2023
Minutes: Draft Regular Session, Feb. 21, 2023
MINUTES
OF THE EDINA CITY COUNCIL
WORK SESSION
COMMUNITY ROOM, CITY HALL
TUESDAY, FEBRUARY 21, 2023
5:30 P.M.
CALL TO ORDER
Mayor Hovland called the meeting to order at 5:30 pm.
ROLL CALL
Answering roll call were Members: Agnew, Jackson, Risser, Pierce and Mayor Hovland
Staff in attendance: Scott Neal, City Manager; Lisa Schaefer, Assistant City Manager; Perry Vetter, Parks &
Recreation Director; Gillian Straub, City Management Fellow; Todd Milburn, Chief of Police; Andrew Slama,
Fire Chief; Chad Millner, Engineering Director; Kelly Curtin, Human Resources Director; Jeff Matlock, I.T.
Specialist; and Noel Mills Ford, Deputy City Clerk.
MOTION TO CLOSE SESSION AS PERMITTED BY MINN. STAT. 13D.03 TO DISCUSS LABOR
NEGOTIATIONS STRATEGY
Motion made by Member Jackson, seconded by Member Pierce.
CLOSED SESSION TO DISCUSS LABOR RELATIONS STRATEGY
City Manager Neal introduced the topic of discussion. Assistant City Manager Schaefer and Human Resources
Director Curtin presented on labor relations strategy. Council asked questions and provided feedback.
MOTION TO MOVE BACK INTO OPEN SESSION
Motion made by Member Jackson, seconded by Member Agnew.
Human Resources Director Kelly Curtin and Fire Chief Andrew Slama left. Affordable Housing Development
Manager Stephanie Hawkinson, Community Development Director Cary Teague, Economic Development
Manager Bill Neuendorf, and Assistant Director – Recreation and Facilities Tracy Petersen entered.
MOTION TO CLOSE SESSION AS PERMITTED BY MINN. STAT. 13D.05 TO DISCUSS THE
SOUTHDALE LIBRARY SITE
Motion made by Member Pierce, seconded by Member Jackson.
CLOSED SESSION TO DISCUSS SOUTHDALE LIBRARY SITE UPDATE
City Manager Neal introduced the topic. Economic Development Manager Neuendorf, Affordable Housing
Development Manager Hawkinson, and Community Development Director Teague presented on the
Southdale Library site update. Council asked questions and provided feedback.
MOTION TO MOVE BACK INTO OPEN SESSION
Motion made by Member Jackson, seconded by Member Pierce.
ADJOURNMENT
Mayor Hovland adjourned the meeting at 6:51 pm.
Respectfully submitted, ____________________________________________
Noel Mills Ford, Deputy City Clerk
Edina City Council Work Session Meeting, February 21, 2023
Minutes approved by the Edina City Council, March 7, 2023.
___________________________________________
James B. Hovland, Mayor
Page 1
MINUTES
OF THE REGULAR MEETING OF THE
EDINA CITY COUNCIL
FEBRUARY 21, 2023
7:00 P.M.
I. CALL TO ORDER
Mayor Hovland called the meeting to order at 7:03 p.m., then shared the procedure for public hearing and
community comment.
II. ROLLCALL
Answering rollcall were Members Agnew, Jackson, Pierce, Risser, Hovland.
Absent: None.
III. PLEDGE OF ALLEGIANCE
IV. MEETING AGENDA APPROVED AS CORRECTED
Member Jackson made a motion, seconded by Member Pierce, to approve the meeting agenda
as presented with the minor correction on Community Comment.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
V. COMMUNITY COMMENT
Janey Westin, 6136 Brookview Avenue, inquired about the status of City ARPA fund use in completing City
Hall’s air filtration work.
V.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS
Manager Neal responded to Community Comments at the last meeting.
VI. CONSENT AGENDA ADOPTED AS AMENDED
Member Jackson made a motion, seconded by Member Agnew, approving the consent agenda
as amended, removing VI.C, Arts and Culture Commission Advisory Communication;
Amending 2023 Work Plan to Establish a Microgrant Process:
VI.A. Approve Minutes of the Work Session and Regular Meeting of February 7, 2023
VI.B. Approve Claims for Payment for Check Register Claims Pre-List dated February 3,
2023, totaling $1,855,887.97 and Pre-List dated February 10, 2023, totaling
$1,661,171.95
VI.C. Arts and Culture Commission Advisory Communication; Amending 2023 Work Plan
to Establish a Microgrant Process
VI.D. Adopt Ordinance No. 2023-02; Amending Chapter 1 of Edina City Code Concerning
Background Checks
VI.E. Approve Summary Publication for Ordinance No. 2023-02; Concerning Background
Checks
VI.F. Approve Summary Publication for Ordinance No. 2023-03; Multi-Family Housing in the
City’s Commercial Zoning Districts
VI.G. Adopt Resolution No. 2023-18; Final Plat and Conservation Easement for 6416
McCauley Circle
VI.H. Adopt Resolution No. 2023-19; Calling for a Public Hearing on the Proposed
Establishment of the 72nd and France 2 Tax Increment Financing District
VI.I. Request for Purchase; Minnesota Task Force 1 Structure Collapse Technician Tuition,
awarding the bid to the recommended low bidder, Guardian Center in Georgia
Minutes/Edina City Council/February 21, 2023
Page 2
VI.J. Request for Purchase; 77th and Parklawn Traffic Control Cabinet, awarding the bid to
the recommended low bidder, Traffic Control Corporation, $40,477.50
VI.K. Request for Purchase; Change Order; EV and Solar Code Analysis Contract, awarding
the bid to the recommended low bidder, WSB Engineering, $4,890
VI.L. Request for Purchase; Residential Permit Review Support, awarding the bid to the
recommended low bidder, Bolton & Menk, $50,996
VI.M. Request for Purchase; Street Light Poles for Eden Grange Roundabouts, awarding the
bid to the recommended low bidder, HAPCO, $40,875.00
VI.N. Reject Bids for Contract FC22-01 Public Works Trench Drains
VI.O. Request for Purchase; Printing of Edition: Edina, awarding the bid to the recommended
low bidder, Jessen Press, $35,940
VI.P. Approve 2023 ARPA Grant Agreement Contracts
VI.Q. Approve Temporary Intoxicating On-Sale Liquor License
VI.R. Approve New On-Sale Wine License and On-Sale 3.2 Percent Malt Liquor License for
Peoples Organic Coffee Bakery Cafes, Inc., dba Peoples Organic
VI.S. Approve Out-of-State Travel for Mayor Hovland
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
ITEMS REMOVED FROM CONSENT AGENDA
VI.C. ARTS AND CULTURE COMMISSION ADVISORY COMMUNICATION; AMENDING 2023
WORK PLAN TO ESTABLISH A MICROGRANT PROCESS – APPROVED
The Council thanked the Commission for the microgrant idea that centered around community building,
which was much needed post-pandemic. The Council thanked the Commission members for their research
and bringing this forward then recognized the work of Chair Sorensen who was leaving the Commission.
Member Jackson made a motion, seconded by Member Pierce, to approve the Arts and
Culture Commission Advisory Communication; amending 2023 Work Plan to establish a
microgrant process.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
VII. PUBLIC HEARINGS Affidavits of Notice presented and ordered placed on file.
VII.A. RESOLUTION NO. 2023-14; APPROVING PROPOSED APPLICATION FOR 2023 URBAN
HENNEPIN COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROGRAM
FUNDS AND AUTHORIZING EXECUTION OF SUBGRANTEE AGREEMENT – ADOPTED
Affordable Housing Development Manager Hawkinson stated the Community Development Block Grant
(CDBG) Program was a federal entitlement program administered by the U.S. Department of Housing and
Urban Development (HUD) and managed by Hennepin County to oversee the distribution of funds to cities.
The funds are to be used for improvements of housing and providing a suitable living environment for persons
with low and moderate incomes. She said Edina’s estimated 2023 CDBG budget allotment was estimated
to be $146,622., which was a decrease to what was allocated in 2022 by $30,850. The amount allocated was
based on the 2023 Appropriations Act and the American Community Survey. When HUD established the
2023 CDBG budget later this spring, Edina would be notified of any changes to its allotment. If a change in
the budget occurred, the amount would be adjusted accordingly. Of the $146,622 total allocation, 15%
($21,993) was set aside for Public Services, which was administered by Hennepin County, and $124,629 was
available for the Community Development portion of the CDBG allocation, which was approved by the City
Council. Staff was seeking an action on February 21 rather than laying this item over until March 7 in order
to comply with Hennepin County timelines.
The Council asked questions and provided feedback.
Minutes/Edina City Council/February 21, 2023
Page 3
Mayor Hovland opened the public hearing at 7:19 p.m.
Public Testimony
No one appeared.
Member Jackson made a motion, seconded by Member Agnew, to close the public hearing.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
Member Jackson introduced and moved adoption of Resolution No. 2023-14 approving
proposed application for 2023 Urban Hennepin County Community Development Block Grant
(CDBG) Program Funds and authorizing execution of Subgrantee Agreement. Member Pierce
seconded the motion.
Roll call:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
VII.B. RESOLUTION NO. 2023-16; SUBDIVISION – 4404 VALLEY VIEW ROAD – CONTINUED TO
MARCH 7, 2023
Community Development Director Teague stated City Homes was requesting a subdivision of 4404 Valley
View Road to establish individual lots for their four-unit townhome project that was approved for this site
in 2022. The proposal would simply create the lot for each unit so they could be sold off individually.
The Council asked questions and provided feedback.
Rebecca Remick, City Homes, shared their request for approval of the plans and just dividing through the
common wall and platting with Hennepin County to sell as individual townhomes.
Mayor Hovland opened the public hearing at 7:35 p.m.
Public Testimony
Janey Westin, 6136 Brookview Avenue, addressed the Council.
Jim Grotz, 5513 Park Place, addressed the Council.
Lori Grotz, 5513 Park Place, addressed the Council.
Member Agnew made a motion, seconded by Member Jackson, to close the public hearing at
noon on February 27, 2023 and continue consideration of Resolution No. 2023-16, Subdivision
– 4404 Valley View Road, until March 7, 2023.
Roll call:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
VII.C. RESOLUTION NO. 2023-17; PRELIMINARY DEVELOPMENT SITE PLAN REVIEW FOR 5146
EDEN AVENUE (FORMER PUBLIC WORKS SITE) – CONTINUED TO MARCH 7, 2023
Mr. Teague stated Jester Concepts was requesting preliminary site plan approval to build a 13,500-square-
foot restaurant with an outdoor dining area, outdoor bar and pizza oven at the former Public Works site
located at 5146 Eden Avenue. The plans included public restrooms attached to the restaurant but would be
available for users of the public park. This would be Phase 2 of the redevelopment of the site with Phase 1
an 86-unit senior cooperative housing project. He said the property was zoned PUD. Planned Unit
Development then reviewed the proposed narrative and plans in detail. He noted the proposed plans were
consistent with the approved overall development for this Planned Unit Development.
The Council asked questions and provided feedback.
Minutes/Edina City Council/February 21, 2023
Page 4
Brent Fredrick, Jester Concepts, shared his excitement for the restaurant for residents of the City as well
as its potential to attract from surrounding areas and said while the restaurant seemed large at 13,000 square
feet it would also serve as an event center. He said he was excited about the design that included the park
and pathways to walk from the senior coop to Grandview Yard and then spoke about filtration operations
for their woodfire grill which could be addressed if needed.
Mayor Hovland opened the public hearing at 7:32 p.m.
Public Testimony
Janey Westin, 6136 Brookview Avenue, addressed the Council.
Member Jackson made a motion, seconded by Member Pierce, to close the public hearing at
noon on February 27, 2023 and continue consideration of Resolution No. 2023-17, approving
preliminary development site plan for the construction of a restaurant within PUD-24 at 5146
Eden Avenue, until March 7, 2023.
Roll call:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
VIII. REPORTS/RECOMMENDATIONS
VIII.A. AGREEMENT WITH TREE TRUST FOR TREE SALE – APPROVED
Parks & Natural Resources Assistant Director Swenson introduced City Forester Overholt and Assistant
City Forester Beres then said Council was asked to approve the agreement with Tree Trust for a residential
tree sale. He reviewed the City’s climate action plan to increase tree canopy that increased home values,
attracted birds and bees, and was a gift to future generations then outlined the NexGen trees program for
a goal of planting 1,000 trees throughout the community. He said Tree Trust was a non-profit organization
and then outlined the plan to offer for sale 200 trees of 6-8 feet tall at $50 per tree.
City Forester Overholt explained more about the program and their goal to get trees on private property
and future options to provide installation or delivery to households at a cost.
The Council asked questions and provided feedback.
Member Jackson made a motion, seconded by Member Pierce, to approve agreement with
Tree Trust for tree sale.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
VIII.B. ORDINANCE NO. 2023-03; MULTI-FAMILY HOUSING IN THE CITY’S COMMERICAL
ZONING DISTRICTS - ADOPTED
Mr. Teague stated on December 8, 2022, the Edina Housing and Redevelopment Authority approved an
amendment to the City's affordable housing policy. The ordinance amended the Zoning Ordinance to be
consistent with the approved Affordable Housing Policy. The Planning Commission held a public hearing
and recommended approval as written.
The Council asked questions and provided feedback.
Member Agnew moved to waive Second Reading and adopt Ordinance No. 2023-03 an
ordinance amendment regarding housing in commercial districts and review the ordinance in
one year. Member Pierce seconded the motion.
Roll call:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
Minutes/Edina City Council/February 21, 2023
Page 5
VIII.C. 2023 BOARD AND COMMISSION APPOINTMENTS – APPROVED
Mr. Neal said interviews were conducted for 23 open Board & Commission seats and after consideration
the following members were recommended for appointment.
The Council asked questions and provided feedback.
Member Jackson made a motion, seconded by Member Pierce, to appoint Arts & Culture
Commissioners Anne Curtin, Tim Scully, and Peter O’Shea; Community Health
Commissioners Andrea Leszko and Andrea Patineau; Energy & Environment Commissioner
LeAnn Weber; Heritage Preservation Commissioners Devon Nickels, Shawn Jarvinen, and
Elizabeth Turner; Human Rights & Relations Commissioner Bianca Dawkins, Jon Rogers, and
Daisy Khalifa; Parks & Recreation Commissioners Joseph Luangrath and Greg Ytterbo;
Planning Commissioners Will Bornstein, Meriwether Felt, Ryan Daye and Lou Miranda;
Transportation Commissioners Grant Wright and Roger Bildsten; Construction Board of
Appeals Alex Conzemius; and Board of Appeals and Equalization Katie Broich and Scott Roti.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
VIII.D. 2023 AGREEMENT BETWEEN THE CITY OF EDINA AND INDEPENDENT SCHOOL
DISTRICT NO. 273; GENERAL SCHOOL DISTRICT ELECTION – APPROVED
Mr. Neal said the City had provided election management services to the Edina Schools per the terms of a
general agreement since 1986. In 2022, the City Council canceled that agreement and asked the School
District to manage its own elections in the future. As part of that agreement, the City offered to conduct
the School District’s 2023 general election as part of a transition to the new system. Agenda item VIII, D,
was an agreement for the City to provide services to the Edina School District in which the City would
manage all aspects of the District’s 2023 general election. The agreement reflected the same customary
election management practices the City had provided to the District for the past 30+ years, with one material
exception. The exception from past practices that was incorporated in the proposed agreement was a cap
on the amount the District would pay the City for the services provided in the agreement. That cap was
$150,000. There was not a cap in the previous agreement. In previous agreements, the City billed the District
for services provided in the agreement. The District had always paid the full amount billed by the City. In
the proposed agreement, the City agreed to accept $150,000 as full payment for services provided under
the agreement and staff agreed $150,000 was likely to be sufficient to cover anticipated costs. The City and
School District staffs were going to work together this year to create a new elections management system
and the City would track its costs of providing the service and share that information with the School
District. He said the School Board approved the proposed agreement at their February 13 meeting and if
the City and School District were going to collaborate on the District’s 2023 elections, it was imperative
that the agreement be approved as soon as possible.
The Council asked questions and provided feedback.
Member Jackson made a motion, seconded by Member Agnew, to approve the 2023
agreement between the City of Edina and Independent School District No. 273 for the General
School District Election.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
IX. COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) -
Received
X.A. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, DECEMBER 8, 2022 AND
JANUARY 12, 2023
Minutes/Edina City Council/February 21, 2023
Page 6
X.B. MINUTES: PARKS AND RECREATION COMMISSION, NOVEMBER 1, 2022
X. MANAGER’S COMMENTS – Received
X.A. PREP MEMO FEBRUARY 21, 2023
XI. MAYOR AND COUNCIL COMMENTS – Received
XII. ADJOURNMENT
Member Jackson made a motion, seconded by Member Pierce, to adjourn the meeting at 9:04
p.m.
Rollcall:
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
Respectfully submitted,
Noel Mills Ford, Deputy City Clerk
Minutes approved by Edina City Council, March 7, 2023.
James B. Hovland, Mayor
Video Copy of the February 21, 2023, meeting available.
Date: March 7, 2023 Agenda Item #: VI.B.
To:Mayor and City Council Item Type:
Claims
From:Alisha McAndrews, Finance Director
Item Activity:
Subject:Approve Payment of Claims Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve claims for payment:
Check Register Claims Pre-List Dated 02.17.23 TOTAL $2,156,046.41
Check Register Claims Pre-List Dated 02.24.23 TOTAL $529,461.60
INTRODUCTION:
Claims information for approval is attached.
ATTACHMENTS:
Description
Check Register Claims Pre-List Dated 02.17.23 TOTAL $2,156,046.41
Check Register Claims Pre-List Dated 02.24.23 TOTAL $529,461.60
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 40
JOURNAL ENTRIES TO BE CREATED
FUND SUB FUND DUE TO DUE FR
1000 General 110,133.872100 Police Special Revenue 6,318.952600 Housing & Redvlpmt Authority 83.822600 Housing & Redvlpmt Authority 17,374.002600 Housing & Redvlpmt Authority 450.002600 Housing & Redvlpmt Authority 1,245.004000 Capital Projects 84,167.074200 Equipment Replacement 50,234.905100 Art Center 297.755200 Braemar Golf Course 17,507.145200 Braemar Golf Course 7,409.255400 Edinborough Park 7,149.255500 Braemar Arena 7,810.715600 Braemar Field 150.005700 Centennial Lakes 639.845800 Liquor 167,842.435900 Utility Fund 107,507.535900 Utility Fund 24,094.965900 Utility Fund 991,996.966000 Risk Management 39,801.706100 Equipment Operations 36,038.576200 Information Technology 4,888.096300 Facilities Management 1,539.227100 PS Training Facility 938.329000 Payroll 470,427.089999 Pooled Cash Fund 2,156,046.41
TOTAL 2,156,046.41 2,156,046.41
** END OF REPORT - Generated by Shirleng Tan Geil **
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 1
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481116 02/17/2023 PRTD 101304 ABM EQUIPMENT & SUPPLY 0173058-IN 01/18/2023 20230217 397.55
CHECK 481116 TOTAL: 397.55
481117 02/17/2023 PRTD 129458 ACME ELECTRIC MOTOR INC 10869353 01/19/2023 20230217 189.00
ACME ELECTRIC MOTOR INC 10875570 01/20/2023 20230217 130.00
ACME ELECTRIC MOTOR INC 10875567 01/20/2023 20230217 219.00
CHECK 481117 TOTAL: 538.00
481118 02/17/2023 PRTD 133140 ACROSS THE STREET PRODUCTIONS INC INV13586 01/23/2023 20230217 2,868.75
CHECK 481118 TOTAL: 2,868.75
481119 02/17/2023 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 16243 02/02/2023 20230217 62.80
CHECK 481119 TOTAL: 62.80
481120 02/17/2023 PRTD 141960 AMAZON CAPITAL SERVICES 17G4-RH1Q-6D1T 01/17/2023 20230217 5.43
AMAZON CAPITAL SERVICES 11Q9-KKM7-6TXK 01/17/2023 20230217 34.50
AMAZON CAPITAL SERVICES 9KV-YGDX-11FH 01/17/2023 20230217 84.09
AMAZON CAPITAL SERVICES 13TP-PN7N-14T1 01/17/2023 20230217 15.04
AMAZON CAPITAL SERVICES 1M9P-PHFF-1WHV 01/17/2023 20230217 133.71
AMAZON CAPITAL SERVICES 1PDX-J7H6-4DXJ 01/17/2023 20230217 67.73
AMAZON CAPITAL SERVICES 144N-333X-4WKX 01/17/2023 20230217 83.33
AMAZON CAPITAL SERVICES 16R6-133R-64NQ 01/17/2023 20230217 47.28
AMAZON CAPITAL SERVICES 17JN-YXHP-6NJ6 01/18/2023 20230217 90.98
AMAZON CAPITAL SERVICES 17LJ-QGWV-9QGX 01/18/2023 20230217 24.20
AMAZON CAPITAL SERVICES 1XND-7XQT-9M7P 01/18/2023 20230217 87.85
AMAZON CAPITAL SERVICES 13TP-PN7N-9TVT 01/18/2023 20230217 675.95
AMAZON CAPITAL SERVICES 1MQP-VY1F-F6TW 01/18/2023 20230217 8.48
AMAZON CAPITAL SERVICES 13XC-QVHY-1HHK 01/19/2023 20230217 40.86
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 2
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
AMAZON CAPITAL SERVICES 16PM-C7NP-1J6M 01/19/2023 20230217 307.23
AMAZON CAPITAL SERVICES 11V1-HXVK-47VD 01/19/2023 20230217 955.14
AMAZON CAPITAL SERVICES 11XX-CKHL-4LCN 01/19/2023 20230217 257.28
AMAZON CAPITAL SERVICES 1HDG-XKWC-4T44 01/19/2023 20230217 27.98
AMAZON CAPITAL SERVICES 1PH3-LN1X-4XD6 01/19/2023 20230217 17.81
AMAZON CAPITAL SERVICES 191H-YNNQ-4RF9 01/19/2023 20230217 14.89
AMAZON CAPITAL SERVICES 1HGC-NQYY-61FR 01/20/2023 20230217 323.62
AMAZON CAPITAL SERVICES 1QRJ-9MYQ-9XFN 01/20/2023 20230217 89.50
AMAZON CAPITAL SERVICES 1HJK-6QMR-9YPK 01/20/2023 20230217 329.00
AMAZON CAPITAL SERVICES 1G7X-DHGD-CRDK 01/20/2023 20230217 162.58
AMAZON CAPITAL SERVICES 11V1-HXVK-D34L 01/20/2023 20230217 166.96
AMAZON CAPITAL SERVICES 1YG9-DK39-HXX4 01/22/2023 20230217 24.28
AMAZON CAPITAL SERVICES 1FXV-DMCR-J44G 01/22/2023 20230217 21.88
AMAZON CAPITAL SERVICES 1QRJ-9MYQ-K7YJ 01/22/2023 20230217 2,433.02
AMAZON CAPITAL SERVICES 1G6J-39KX-KM3Y 01/22/2023 20230217 89.99
AMAZON CAPITAL SERVICES 1MWP-7DRJ-LP96 01/22/2023 20230217 14.63
AMAZON CAPITAL SERVICES 1Q17-HDDD-LRL6 01/22/2023 20230217 35.93
AMAZON CAPITAL SERVICES 17CL-QGJN-NYVJ 01/23/2023 20230217 24.99
AMAZON CAPITAL SERVICES 1Y64-MPND-1W9Y 01/23/2023 20230217 10.91
AMAZON CAPITAL SERVICES 164Q-J6V7-6MRQ 01/23/2023 20230217 42.60
AMAZON CAPITAL SERVICES 1GY9-FNKC-7CL7 01/24/2023 20230217 74.99
CHECK 481120 TOTAL: 6,824.64
481121 02/17/2023 PRTD 100630 ANCHOR PAPER COMPANY 10708652-00 01/20/2023 20230217 227.24
ANCHOR PAPER COMPANY 10708654-00 01/20/2023 20230217 113.62
ANCHOR PAPER COMPANY 10708650-00 01/20/2023 20230217 795.34
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 3
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481121 TOTAL: 1,136.20
481122 02/17/2023 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 2500172957 01/18/2023 20230217 282.42
ARAMARK UNIFORM AND CAREER APPEAL 2500175318 01/23/2023 20230217 234.94
CHECK 481122 TOTAL: 517.36
481123 02/17/2023 PRTD 102774 ASPEN WASTE SYSTEMS OF MINNESOTA S1422086-020123 02/01/2023 20230217 7,854.32
ASPEN WASTE SYSTEMS OF MINNESOTA S1406543-020123 02/01/2023 20230217 7,513.07
ASPEN WASTE SYSTEMS OF MINNESOTA S1405453-020123 02/01/2023 20230217 3,108.63
ASPEN WASTE SYSTEMS OF MINNESOTA S1146354-020123 02/01/2023 20230217 343.76
CHECK 481123 TOTAL: 18,819.78
481124 02/17/2023 PRTD 101718 IEH AUTO PARTS LLC 380136544 01/23/2023 20230217 11.86
CHECK 481124 TOTAL: 11.86
481125 02/17/2023 PRTD 119206 AZTECA SYSTEMS HOLDINGS LLC INV6347 12/28/2022 20230217 37,080.00
CHECK 481125 TOTAL: 37,080.00
481126 02/17/2023 PRTD 100643 BARR ENGINEERING CO 23270354.00-291 01/23/2023 20230217 4,065.50
BARR ENGINEERING CO 23271898.01-6 01/23/2023 20230217 11,056.83
CHECK 481126 TOTAL: 15,122.33
481127 02/17/2023 PRTD 101355 BELLBOY CORPORATION 0098299900 02/02/2023 20230217 1,146.15
BELLBOY CORPORATION 0106376600 02/02/2023 20230217 129.14
BELLBOY CORPORATION 0106376800 02/02/2023 20230217 366.22
BELLBOY CORPORATION 0098301100 02/02/2023 20230217 29.65
CHECK 481127 TOTAL: 1,671.16
481128 02/17/2023 PRTD 131191 BERNATELLO'S PIZZA INC 5129356 01/12/2023 20230217 696.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 4
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481128 TOTAL: 696.00
481129 02/17/2023 PRTD 126847 BERRY COFFEE COMPANY 937149 01/19/2023 20230217 33.10
BERRY COFFEE COMPANY 937551 01/20/2023 20230217 743.88
CHECK 481129 TOTAL: 776.98
481130 02/17/2023 PRTD 142153 BLACK STACK BREWING INC 21182 02/02/2023 20230217 198.00
BLACK STACK BREWING INC 21181 02/02/2023 20230217 405.00
BLACK STACK BREWING INC 21183 02/02/2023 20230217 486.00
CHECK 481130 TOTAL: 1,089.00
481131 02/17/2023 PRTD 132444 BOLTON & MENK INC 0305078 01/17/2023 20230217 287.99
BOLTON & MENK INC 0305307 01/23/2023 20230217 450.00
BOLTON & MENK INC 0305308 01/20/2023 20230217 2,712.50
CHECK 481131 TOTAL: 3,450.49
481132 02/17/2023 PRTD 105367 BOUND TREE MEDICAL LLC 84833744 01/23/2023 20230217 168.99
CHECK 481132 TOTAL: 168.99
481133 02/17/2023 PRTD 119351 BOURGET IMPORTS 193737 01/31/2023 20230217 568.00
BOURGET IMPORTS 193739 01/31/2023 20230217 992.52
BOURGET IMPORTS 193738 01/31/2023 20230217 1,040.00
CHECK 481133 TOTAL: 2,600.52
481134 02/17/2023 PRTD 117040 BOYER FORD TRUCKS INC 008P18290 01/17/2023 20230217 547.31
BOYER FORD TRUCKS INC 005S10132 01/17/2023 20230217 553.14
BOYER FORD TRUCKS INC 008P18643 01/23/2023 20230217 274.10
CHECK 481134 TOTAL: 1,374.55
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 5
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481135 02/17/2023 PRTD 117040 BOYER FORD TRUCKS INC DE-12623 01/31/2023 22100046 20230217 50,234.90
CHECK 481135 TOTAL: 50,234.90
481136 02/17/2023 PRTD 117040 ALLIANCE PARTS TRUCK AND TRAILER 007P47861 01/19/2023 20230217 2,715.16
ALLIANCE PARTS TRUCK AND TRAILER 007P47983 01/20/2023 20230217 201.66
CHECK 481136 TOTAL: 2,916.82
481137 02/17/2023 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 347616804 02/01/2023 20230217 210.30
BREAKTHRU BEVERAGE MINNESOTA WINE 347616806 02/01/2023 20230217 3,657.22
BREAKTHRU BEVERAGE MINNESOTA WINE 347616805 02/01/2023 20230217 484.60
BREAKTHRU BEVERAGE MINNESOTA WINE 410507083 01/10/2023 20230217 -112.00
BREAKTHRU BEVERAGE MINNESOTA WINE 347616800 02/01/2023 20230217 1,218.35
BREAKTHRU BEVERAGE MINNESOTA WINE 347616801 02/01/2023 20230217 2,476.47
BREAKTHRU BEVERAGE MINNESOTA WINE 347616803 02/01/2023 20230217 237.59
BREAKTHRU BEVERAGE MINNESOTA WINE 347616802 02/01/2023 20230217 121.15
BREAKTHRU BEVERAGE MINNESOTA WINE 347616782 02/01/2023 20230217 2,394.92
BREAKTHRU BEVERAGE MINNESOTA WINE 347616785 02/01/2023 20230217 194.65
BREAKTHRU BEVERAGE MINNESOTA WINE 347616783 02/01/2023 20230217 3,047.60
BREAKTHRU BEVERAGE MINNESOTA WINE 347616784 02/01/2023 20230217 89.15
BREAKTHRU BEVERAGE MINNESOTA WINE 347616786 02/01/2023 20230217 208.32
CHECK 481137 TOTAL: 14,228.32
481138 02/17/2023 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 347580943 01/31/2023 20230217 6,977.80
BREAKTHRU BEVERAGE MINNESOTA BEER 347580942 01/31/2023 20230217 67.70
BREAKTHRU BEVERAGE MINNESOTA BEER 347598283 01/31/2023 20230217 7,638.70
BREAKTHRU BEVERAGE MINNESOTA BEER 347598282 01/31/2023 20230217 173.10
BREAKTHRU BEVERAGE MINNESOTA BEER 347597579 01/31/2023 20230217 49.15
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 6
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
BREAKTHRU BEVERAGE MINNESOTA BEER 347581033 01/31/2023 20230217 98.65
BREAKTHRU BEVERAGE MINNESOTA BEER 347581034 01/31/2023 20230217 49.15
BREAKTHRU BEVERAGE MINNESOTA BEER 347580936 01/31/2023 20230217 7,201.00
BREAKTHRU BEVERAGE MINNESOTA BEER 347580935 01/31/2023 20230217 284.10
BREAKTHRU BEVERAGE MINNESOTA BEER 410303613 11/01/2022 20230217 -545.20
BREAKTHRU BEVERAGE MINNESOTA BEER 410381846 11/29/2022 20230217 -256.50
BREAKTHRU BEVERAGE MINNESOTA BEER 410291640 11/07/2022 20230217 -46.15
BREAKTHRU BEVERAGE MINNESOTA BEER 410549384 01/03/2023 20230217 -509.60
CHECK 481138 TOTAL: 21,181.90
481139 02/17/2023 PRTD 100648 BERTELSON BROTHERS INC OE-613993-1 01/20/2023 20230217 12.45
BERTELSON BROTHERS INC WO-1225517-1 01/20/2023 20230217 151.87
CHECK 481139 TOTAL: 164.32
481140 02/17/2023 PRTD 102149 CALLAWAY GOLF 934902922 05/24/2022 20230217 1,049.30
CALLAWAY GOLF 935880130 01/24/2023 20230217 -585.00
CHECK 481140 TOTAL: 464.30
481141 02/17/2023 PRTD 119455 CAPITOL BEVERAGE SALES LP 2794275 02/03/2023 20230217 14.00
CAPITOL BEVERAGE SALES LP 2794296 02/03/2023 20230217 1,446.70
CAPITOL BEVERAGE SALES LP 2794299 02/03/2023 20230217 630.50
CAPITOL BEVERAGE SALES LP 2794298 02/03/2023 20230217 178.04
CAPITOL BEVERAGE SALES LP 2794297 02/03/2023 20230217 1,717.60
CAPITOL BEVERAGE SALES LP 2792597 01/31/2023 20230217 241.20
CAPITOL BEVERAGE SALES LP 2792595 01/31/2023 20230217 2,180.00
CAPITOL BEVERAGE SALES LP 2792596 01/31/2023 20230217 55.49
CHECK 481141 TOTAL: 6,463.53
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 7
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481142 02/17/2023 PRTD 160520 CAREFREE AQUARIUM SERVICES LLC 27105 01/19/2023 20230217 157.00
CHECK 481142 TOTAL: 157.00
481143 02/17/2023 PRTD 103300 CENTER FOR ENERGY AND ENVIRONMENT 22064 01/20/2023 20230217 17,374.00
CHECK 481143 TOTAL: 17,374.00
481144 02/17/2023 PRTD 160160 CHRISTIANSON'S BUSINESS FURNITURE 6753-1-KR 01/18/2023 20230217 25,653.90
CHECK 481144 TOTAL: 25,653.90
481145 02/17/2023 PRTD 142028 CINTAS CORPORATION 4143505215 01/16/2023 20230217 143.70
CINTAS CORPORATION 4144201359 01/23/2023 20230217 65.25
CINTAS CORPORATION 4144200080 01/23/2023 20230217 37.30
CINTAS CORPORATION 4144200086 01/23/2023 20230217 17.87
CINTAS CORPORATION 4144200059 01/23/2023 20230217 25.77
CINTAS CORPORATION 4144200131 01/23/2023 20230217 11.78
CINTAS CORPORATION 4144200090 01/23/2023 20230217 49.01
CINTAS CORPORATION 4144201429 01/23/2023 20230217 89.76
CINTAS CORPORATION 4144201465 01/23/2023 20230217 81.65
CHECK 481145 TOTAL: 522.09
481146 02/17/2023 PRTD 142028 CINTAS CORPORATION NO.2 4144201433 01/23/2023 20230217 19.20
CHECK 481146 TOTAL: 19.20
481147 02/17/2023 PRTD 101837 UTILITIES 950 01/25/2023 20230217 934.52
CHECK 481147 TOTAL: 934.52
481148 02/17/2023 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 672085 02/01/2023 20230217 179.45
MCDONALD DISTRIBUTING COMPANY 672086 02/01/2023 20230217 114.50
MCDONALD DISTRIBUTING COMPANY 672090 02/01/2023 20230217 299.75
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 8
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
MCDONALD DISTRIBUTING COMPANY 672087 02/01/2023 20230217 1,188.15
MCDONALD DISTRIBUTING COMPANY 672088 02/01/2023 20230217 159.00
CHECK 481148 TOTAL: 1,940.85
481149 02/17/2023 PRTD 120433 COMCAST 0373022-01/23 01/17/2023 20230217 33.90
CHECK 481149 TOTAL: 33.90
481150 02/17/2023 PRTD 120433 COMCAST 0007539-02/23 02/08/2023 20230217 891.34
CHECK 481150 TOTAL: 891.34
481151 02/17/2023 PRTD 120433 COMCAST 0540232-02/23 02/08/2023 20230217 95.88
CHECK 481151 TOTAL: 95.88
481152 02/17/2023 PRTD 144092 CONCENTRA 103707285 01/18/2023 20230217 958.00
CHECK 481152 TOTAL: 958.00
481153 02/17/2023 PRTD 135711 CONFLUENCE INC 25387 01/17/2023 20230217 1,503.00
CONFLUENCE INC 25422 01/23/2023 20230217 1,830.00
CHECK 481153 TOTAL: 3,333.00
481154 02/17/2023 PRTD 101403 CRYSTEEL MANUFACTURING INC LC00081148 01/20/2023 20230217 889.17
CHECK 481154 TOTAL: 889.17
481155 02/17/2023 PRTD 100699 CULLIGAN SOFTWATER SERVICE COMPAN 114X89677005 01/31/2023 20230217 82.70
CULLIGAN SOFTWATER SERVICE COMPAN 114X89738708 01/31/2023 20230217 438.00
CHECK 481155 TOTAL: 520.70
481156 02/17/2023 PRTD 103799 CURBSIDE LANDSCAPE & IRRIGATION 267230 01/18/2023 20230217 362.10
CURBSIDE LANDSCAPE & IRRIGATION 267471 01/21/2023 20230217 956.76
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 9
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481156 TOTAL: 1,318.86
481157 02/17/2023 PRTD 104020 DALCO ENTERPRISES INC 4034179 01/17/2023 20230217 1,421.00
CHECK 481157 TOTAL: 1,421.00
481158 02/17/2023 PRTD 102195 DAY INVESTMENTS LLC P59112221 01/19/2023 20230217 45.16
DAY INVESTMENTS LLC P59112149 01/19/2023 20230217 50.30
CHECK 481158 TOTAL: 95.46
481159 02/17/2023 PRTD 100718 DELEGARD TOOL COMPANY 243875/1 01/18/2023 20230217 124.55
CHECK 481159 TOTAL: 124.55
481160 02/17/2023 PRTD 132810 ECM PUBLISHERS INC 928557 01/12/2023 20230217 255.85
CHECK 481160 TOTAL: 255.85
481161 02/17/2023 PRTD 142458 EDINA MARKET STREET LLC Q4-2022-S.RETAIL 01/27/2023 20230217 3,671.82
CHECK 481161 TOTAL: 3,671.82
481162 02/17/2023 PRTD 160062 ELM CREEK BREWING COMPANY E-3859 01/27/2023 20230217 136.00
CHECK 481162 TOTAL: 136.00
481163 02/17/2023 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-Z31603 01/17/2023 20230217 134.72
ELLIOTT AUTO SUPPLY CO, INC 158-084454 01/18/2023 20230217 7.04
ELLIOTT AUTO SUPPLY CO, INC 69-475954 01/17/2023 20230217 218.64
ELLIOTT AUTO SUPPLY CO, INC 69-476152 01/18/2023 20230217 56.98
ELLIOTT AUTO SUPPLY CO, INC 1-8315549 01/18/2023 20230217 3.52
ELLIOTT AUTO SUPPLY CO, INC 1-8326353 01/23/2023 20230217 13.44
ELLIOTT AUTO SUPPLY CO, INC 69-476494 01/23/2023 20230217 95.96
ELLIOTT AUTO SUPPLY CO, INC 69-476578 01/23/2023 20230217 240.89
ELLIOTT AUTO SUPPLY CO, INC 1-8321084 01/20/2023 20230217 108.64
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 10
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
ELLIOTT AUTO SUPPLY CO, INC 1-8326096 01/20/2023 20230217 48.00
ELLIOTT AUTO SUPPLY CO, INC 112-203123 01/23/2023 20230217 56.98
ELLIOTT AUTO SUPPLY CO, INC 69-475010 01/09/2023 20230217 44.76
ELLIOTT AUTO SUPPLY CO, INC 1-8293007 01/10/2023 20230217 32.46
ELLIOTT AUTO SUPPLY CO, INC 69-475174 01/10/2023 20230217 61.27
ELLIOTT AUTO SUPPLY CO, INC 69-476722 01/24/2023 20230217 -56.98
CHECK 481163 TOTAL: 1,066.32
481164 02/17/2023 PRTD 103600 FERGUSON US HOLDINGS INC 0496991-2 01/18/2023 20230217 508.87
FERGUSON US HOLDINGS INC 0501293 01/19/2023 20230217 11,548.76
CHECK 481164 TOTAL: 12,057.63
481165 02/17/2023 PRTD 160289 GOLF COMPETE INC 02-2023-10356 02/01/2023 20230217 1,655.01
CHECK 481165 TOTAL: 1,655.01
481166 02/17/2023 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1798470 01/19/2023 20230217 269.95
GALLS PARENT HOLDINGS LLC BC1798473 01/19/2023 20230217 18.58
GALLS PARENT HOLDINGS LLC BC1798544 01/19/2023 20230217 18.58
CHECK 481166 TOTAL: 307.11
481167 02/17/2023 PRTD 100775 GENERAL SPORTS CORPORATION 1017 01/16/2023 20230217 50.00
CHECK 481167 TOTAL: 50.00
481168 02/17/2023 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 236466 01/17/2023 20230217 3,546.31
HAMMEL GREEN AND ABRAHAMSON INC 236306-1 01/17/2023 20230217 3,543.20
HAMMEL GREEN AND ABRAHAMSON INC 236306-2 01/17/2023 20230217 33.77
CHECK 481168 TOTAL: 7,123.28
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 11
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481169 02/17/2023 PRTD 151168 HAMMER SPORTS LLC 3087 01/22/2023 20230217 364.00
CHECK 481169 TOTAL: 364.00
481170 02/17/2023 PRTD 143563 HEADFLYER BREWING E-4292 01/24/2023 20230217 126.00
HEADFLYER BREWING E-4291 01/31/2023 20230217 110.00
HEADFLYER BREWING E-4306 02/01/2023 20230217 126.00
CHECK 481170 TOTAL: 362.00
481171 02/17/2023 PRTD 122093 GROUP HEALTHPLAN INC 118269201 02/01/2023 20230217 22,845.20
GROUP HEALTHPLAN INC 118276772 02/01/2023 20230217 470,427.08
CHECK 481171 TOTAL: 493,272.28
481172 02/17/2023 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000198436 12/31/2022 20230217 700.00
CHECK 481172 TOTAL: 700.00
481173 02/17/2023 PRTD 103085 HENNEPIN COUNTY RESIDENT AND REAL 2023 Truth Taxation 01/11/2023 20230217 7,646.22
CHECK 481173 TOTAL: 7,646.22
481174 02/17/2023 PRTD 104375 HOHENSTEINS INC 579075 01/31/2023 20230217 295.50
HOHENSTEINS INC 579071 01/31/2023 20230217 328.50
HOHENSTEINS INC 579072 01/31/2023 20230217 474.90
HOHENSTEINS INC 579073 01/31/2023 20230217 3,714.35
HOHENSTEINS INC 579074 01/31/2023 20230217 127.50
CHECK 481174 TOTAL: 4,940.75
481175 02/17/2023 PRTD 100417 HORIZON CHEMICAL CO INV32199 01/23/2023 20230217 1,014.80
CHECK 481175 TOTAL: 1,014.80
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 12
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481176 02/17/2023 PRTD 116680 HP INC 9017047034 01/11/2023 20230217 4,723.60
CHECK 481176 TOTAL: 4,723.60
481177 02/17/2023 PRTD 146427 LUCID BREWING LLC 15337 01/18/2023 20230217 84.00
LUCID BREWING LLC 15427 02/01/2023 20230217 92.00
CHECK 481177 TOTAL: 176.00
481178 02/17/2023 PRTD 160542 INTREPID NETWORKS LLC 6251 01/17/2023 20230217 61.56
CHECK 481178 TOTAL: 61.56
481179 02/17/2023 PRTD 100835 ARTISAN BEER COMPANY 3585089 02/02/2023 20230217 230.80
ARTISAN BEER COMPANY 3585091 02/02/2023 20230217 1,686.80
ARTISAN BEER COMPANY 3565090 02/02/2023 20230217 1,975.15
CHECK 481179 TOTAL: 3,892.75
481180 02/17/2023 PRTD 100835 PHILLIPS WINE & SPIRITS 6539128 02/02/2023 20230217 81.35
PHILLIPS WINE & SPIRITS 6539129 02/02/2023 20230217 205.55
PHILLIPS WINE & SPIRITS 6539131 02/02/2023 20230217 1,422.85
PHILLIPS WINE & SPIRITS 6539130 02/02/2023 20230217 1,039.05
PHILLIPS WINE & SPIRITS 6539143 02/02/2023 20230217 1,531.35
PHILLIPS WINE & SPIRITS 6539140 02/02/2023 20230217 963.10
PHILLIPS WINE & SPIRITS 6539141 02/02/2023 20230217 45.35
PHILLIPS WINE & SPIRITS 6539142 02/02/2023 20230217 652.15
PHILLIPS WINE & SPIRITS 6539144 02/02/2023 20230217 2,494.38
PHILLIPS WINE & SPIRITS 6535590 01/26/2023 20230217 1,893.17
PHILLIPS WINE & SPIRITS 6535595 01/31/2023 20230217 124.12
PHILLIPS WINE & SPIRITS 6539134 02/02/2023 20230217 396.30
PHILLIPS WINE & SPIRITS 6539132 02/02/2023 20230217 1,755.91
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 13
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
PHILLIPS WINE & SPIRITS 6539135 02/02/2023 20230217 1,418.45
PHILLIPS WINE & SPIRITS 6539133 02/02/2023 20230217 81.35
CHECK 481180 TOTAL: 14,104.43
481181 02/17/2023 PRTD 100835 WINE MERCHANTS 7414596 02/02/2023 20230217 3,584.31
WINE MERCHANTS 7414599 02/02/2023 20230217 1,312.20
WINE MERCHANTS 7414598 02/02/2023 20230217 1,453.52
WINE MERCHANTS 7414597 02/02/2023 20230217 181.35
CHECK 481181 TOTAL: 6,531.38
481182 02/17/2023 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2227448 01/27/2023 20230217 2,162.05
JOHNSON BROTHERS LIQUOR CO 238533 01/20/2023 20230217 -11.23
JOHNSON BROTHERS LIQUOR CO 2232025 02/02/2023 20230217 160.85
JOHNSON BROTHERS LIQUOR CO 2232021 02/02/2023 20230217 81.35
JOHNSON BROTHERS LIQUOR CO 2232020 02/02/2023 20230217 521.16
JOHNSON BROTHERS LIQUOR CO 2232022 02/02/2023 20230217 149.36
JOHNSON BROTHERS LIQUOR CO 2232023 02/02/2023 20230217 89.35
JOHNSON BROTHERS LIQUOR CO 2232026 02/02/2023 20230217 130.70
JOHNSON BROTHERS LIQUOR CO 2232042 02/02/2023 20230217 5,227.93
JOHNSON BROTHERS LIQUOR CO 2227446 01/31/2023 20230217 2,631.44
JOHNSON BROTHERS LIQUOR CO 2232024 02/02/2023 20230217 198.35
JOHNSON BROTHERS LIQUOR CO 2232045 02/02/2023 20230217 225.70
JOHNSON BROTHERS LIQUOR CO 2232046 02/02/2023 20230217 2,135.34
JOHNSON BROTHERS LIQUOR CO 2232047 02/02/2023 20230217 55.35
JOHNSON BROTHERS LIQUOR CO 2232041 02/02/2023 20230217 703.13
JOHNSON BROTHERS LIQUOR CO 2232043 02/02/2023 20230217 376.10
JOHNSON BROTHERS LIQUOR CO 2232048 02/02/2023 20230217 4,163.19
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 14
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
JOHNSON BROTHERS LIQUOR CO 2232044 02/02/2023 20230217 293.40
JOHNSON BROTHERS LIQUOR CO 2232035 02/02/2023 20230217 55.35
JOHNSON BROTHERS LIQUOR CO 2232028 02/02/2023 20230217 2,511.53
JOHNSON BROTHERS LIQUOR CO 2232033 02/02/2023 20230217 6,691.97
JOHNSON BROTHERS LIQUOR CO 2232036 02/02/2023 20230217 4,068.57
JOHNSON BROTHERS LIQUOR CO 2232030 02/02/2023 20230217 373.40
JOHNSON BROTHERS LIQUOR CO 2232029 02/02/2023 20230217 402.70
JOHNSON BROTHERS LIQUOR CO 2232027 02/02/2023 20230217 1,520.44
JOHNSON BROTHERS LIQUOR CO 238532 01/07/2023 20230217 -37.50
JOHNSON BROTHERS LIQUOR CO 2232034 02/02/2023 20230217 33.35
CHECK 481182 TOTAL: 34,913.33
481183 02/17/2023 PRTD 100835 ORIGIN WINE AND SPIRITS 0020463 02/02/2023 20230217 162.70
CHECK 481183 TOTAL: 162.70
481184 02/17/2023 PRTD 141864 JOSEPH E JOHNSON & SONS CONSTRUCT 1254 01/17/2023 20230217 6,860.00
CHECK 481184 TOTAL: 6,860.00
481185 02/17/2023 PRTD 145396 JUNKYARD BREWING COMPANY LLC 005243 01/31/2023 20230217 220.00
CHECK 481185 TOTAL: 220.00
481186 02/17/2023 PRTD 124002 KIMLEY-HORN AND ASSOCIATES INC 23775625 12/31/2022 20230217 10,847.02
KIMLEY-HORN AND ASSOCIATES INC 160603028-1222 12/31/2022 20230217 1,245.00
KIMLEY-HORN AND ASSOCIATES INC 23775626-1 12/31/2022 20230217 8,515.00
KIMLEY-HORN AND ASSOCIATES INC 23775626-2 12/31/2022 20230217 391.69
CHECK 481186 TOTAL: 20,998.71
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 15
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481187 02/17/2023 PRTD 151024 LA DONA SBC 6122 02/02/2023 20230217 72.00
LA DONA SBC 6124 02/02/2023 20230217 84.00
CHECK 481187 TOTAL: 156.00
481188 02/17/2023 PRTD 100605 LANDS' END INC SCR1358707 12/20/2022 20230217 -128.15
LANDS' END INC SCR1358706 12/20/2022 20230217 -4,517.26
LANDS' END INC SIN10830911 12/20/2022 20230217 46.31
LANDS' END INC SIN10826333 12/17/2022 20230217 6,329.63
CHECK 481188 TOTAL: 1,730.53
481189 02/17/2023 PRTD 101220 LANO EQUIPMENT INC 01-970766 01/20/2023 20230217 454.57
CHECK 481189 TOTAL: 454.57
481190 02/17/2023 PRTD 100852 LAWSON PRODUCTS INC 9310271437 01/18/2023 20230217 56.86
LAWSON PRODUCTS INC 9310279256 01/20/2023 20230217 1,837.79
LAWSON PRODUCTS INC 9310279255 01/20/2023 20230217 113.73
CHECK 481190 TOTAL: 2,008.38
481191 02/17/2023 PRTD 101552 LEAGUE OF MINNESOTA CITIES 7779 01/24/2023 20230217 16,956.50
CHECK 481191 TOTAL: 16,956.50
481192 02/17/2023 PRTD 135867 LIBATION PROJECT 54668 01/31/2023 20230217 103.96
LIBATION PROJECT 54665 01/31/2023 20230217 330.04
LIBATION PROJECT 54667 01/31/2023 20230217 430.08
CHECK 481192 TOTAL: 864.08
481193 02/17/2023 PRTD 160043 LIFE SAFETY SYSTEMS INC. 49781 01/18/2023 20230217 1,890.00
CHECK 481193 TOTAL: 1,890.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 16
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481194 02/17/2023 PRTD 117026 LIFE-ASSIST INC 1287265 01/23/2023 20230217 144.00
CHECK 481194 TOTAL: 144.00
481195 02/17/2023 PRTD 160486 LOCALITY MEDIA INC 2795 01/22/2023 22300006 20230217 22,374.80
CHECK 481195 TOTAL: 22,374.80
481196 02/17/2023 PRTD 160548 LUCE LINE BREWING CO LLC E-1204 02/02/2023 20230217 270.00
CHECK 481196 TOTAL: 270.00
481197 02/17/2023 PRTD 135835 CENTURYLINK-ACCESS BILL 5142XLP6S3-2023008 01/08/2023 20230217 1,242.00
CHECK 481197 TOTAL: 1,242.00
481198 02/17/2023 PRTD 141916 LUPULIN BREWING COMPANY 50908 02/02/2023 20230217 147.70
LUPULIN BREWING COMPANY 50907 02/01/2022 20230217 225.70
CHECK 481198 TOTAL: 373.40
481199 02/17/2023 PRTD 102722 PEAVEY CORPORATION 396992 01/23/2023 20230217 139.26
CHECK 481199 TOTAL: 139.26
481200 02/17/2023 PRTD 134063 MANSFIELD OIL COMPANY 23947317 01/23/2023 20230217 15,585.91
MANSFIELD OIL COMPANY 23947318 01/23/2023 20230217 8,455.97
CHECK 481200 TOTAL: 24,041.88
481201 02/17/2023 PRTD 100869 MARTIN-MCALLISTER CONSULTING PSYC 15052 12/31/2022 20230217 1,300.00
CHECK 481201 TOTAL: 1,300.00
481202 02/17/2023 PRTD 141215 MAVERICK WINE LLC INV919615 01/31/2023 20230217 133.50
MAVERICK WINE LLC INV919629 01/31/2023 20230217 859.98
CHECK 481202 TOTAL: 993.48
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 17
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481203 02/17/2023 PRTD 160251 MCKESSON MEDICAL-SURGICAL 20233354 01/20/2023 20230217 757.47
CHECK 481203 TOTAL: 757.47
481204 02/17/2023 PRTD 103944 MOBILE HEALTH SERVICES LLC 42647 01/13/2023 20230217 8,350.00
CHECK 481204 TOTAL: 8,350.00
481205 02/17/2023 PRTD 101483 MENARDS 55458-2773 01/11/2023 20230217 67.60
CHECK 481205 TOTAL: 67.60
481206 02/17/2023 PRTD 101483 MENARDS 75283 01/17/2023 20230217 51.96
MENARDS 75319 01/18/2023 20230217 12.28
MENARDS 74702 01/06/2023 20230217 21.99
CHECK 481206 TOTAL: 86.23
481207 02/17/2023 PRTD 160608 METRO MANUFACTURING INC 1774-A 01/19/2023 20230217 4,702.00
CHECK 481207 TOTAL: 4,702.00
481208 02/17/2023 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 44470 01/16/2023 20230217 404.22
CHECK 481208 TOTAL: 404.22
481209 02/17/2023 PRTD 127062 MINNEHAHA BUILDING MAINTENANCE IN 180224718 01/22/2023 20230217 12.90
MINNEHAHA BUILDING MAINTENANCE IN 180224720 01/22/2023 20230217 36.56
MINNEHAHA BUILDING MAINTENANCE IN 180224719 01/22/2023 20230217 24.73
CHECK 481209 TOTAL: 74.19
481210 02/17/2023 PRTD 100252 MINNESOTA STATE COLLEGES AND UNIV 1092234 10/04/2022 20230217 550.00
MINNESOTA STATE COLLEGES AND UNIV 1085379 09/02/2022 20230217 600.00
MINNESOTA STATE COLLEGES AND UNIV 1074108 08/03/2022 20230217 500.00
MINNESOTA STATE COLLEGES AND UNIV 1088649 09/29/2022 20230217 500.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 18
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
MINNESOTA STATE COLLEGES AND UNIV 1095165 10/10/2022 20230217 550.00
MINNESOTA STATE COLLEGES AND UNIV 1099326 10/18/2022 20230217 900.00
MINNESOTA STATE COLLEGES AND UNIV 1099329 10/18/2022 20230217 750.00
CHECK 481210 TOTAL: 4,350.00
481211 02/17/2023 PRTD 160300 MN MECHANICAL SOLUTIONS INC WTP6 #3 12/20/2022 22200036 20230217 76,864.21
CHECK 481211 TOTAL: 76,864.21
481212 02/17/2023 PRTD 140955 MODIST BREWING LLC E-38409 01/31/2023 20230217 162.00
MODIST BREWING LLC E-38410 01/31/2023 20230217 456.00
MODIST BREWING LLC E-38411 01/31/2023 20230217 384.00
CHECK 481212 TOTAL: 1,002.00
481213 02/17/2023 PRTD 100912 MOTOROLA INC 1411002222 01/20/2023 20230217 1,549.68
MOTOROLA INC 8281540958 01/05/2023 20230217 112.50
CHECK 481213 TOTAL: 1,662.18
481214 02/17/2023 PRTD 100906 MTI DISTRIBUTING INC 1373506-00 01/18/2023 20230217 3,252.42
MTI DISTRIBUTING INC 1373662-00 01/18/2023 20230217 15.48
MTI DISTRIBUTING INC 1373663-00 01/19/2023 20230217 -41.04
CHECK 481214 TOTAL: 3,226.86
481215 02/17/2023 PRTD 160204 WILSON, CLARICE ANN Fall 2022 12/05/2022 20230217 18,944.20
CHECK 481215 TOTAL: 18,944.20
481216 02/17/2023 PRTD 100920 GENUINE PARTS COMPANY 2122-914025 01/20/2023 20230217 65.48
GENUINE PARTS COMPANY 2122-914064 01/20/2023 20230217 16.54
CHECK 481216 TOTAL: 82.02
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 19
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481217 02/17/2023 PRTD 100076 NEW FRANCE WINE CO 199923 02/01/2023 20230217 812.33
NEW FRANCE WINE CO 199928 02/01/2023 20230217 407.50
NEW FRANCE WINE CO 199925 02/01/2023 20230217 396.50
CHECK 481217 TOTAL: 1,616.33
481218 02/17/2023 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 55172 01/17/2023 20230217 234.32
CHECK 481218 TOTAL: 234.32
481219 02/17/2023 PRTD 139023 NUSS TRUCK GROUP INC 7199799P 01/23/2023 20230217 69.18
NUSS TRUCK GROUP INC CM7197764P 01/17/2023 20230217 -259.60
NUSS TRUCK GROUP INC CM7197460P 01/17/2023 20230217 -176.52
NUSS TRUCK GROUP INC 4737379P 01/25/2023 20230217 189.14
NUSS TRUCK GROUP INC 7200192P 01/30/2023 20230217 379.30
NUSS TRUCK GROUP INC 7200209P 01/31/2023 20230217 243.99
CHECK 481219 TOTAL: 445.49
481220 02/17/2023 PRTD 141965 OMNI BREWING COMPANY LLC E-13112 01/31/2023 20230217 80.00
CHECK 481220 TOTAL: 80.00
481221 02/17/2023 PRTD 999995 4022 Lynn LLC ED202953-REFUND 02/10/2023 20230217 2,000.00
CHECK 481221 TOTAL: 2,000.00
481222 02/17/2023 PRTD 999995 Great Neighborhood Homes ED190668-REFUND 02/10/2023 20230217 9,450.00
CHECK 481222 TOTAL: 9,450.00
481223 02/17/2023 PRTD 999994 Fireside Hearth & Home ED202045-REFUND 02/15/2023 20230217 255.27
CHECK 481223 TOTAL: 255.27
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 20
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481224 02/17/2023 PRTD 999996 Connaire, Shannon 49188875-REFUND 01/30/2023 20230217 140.00
CHECK 481224 TOTAL: 140.00
481225 02/17/2023 PRTD 999996 MacPhail, Jennifer 49228865-REFUND 01/31/2023 20230217 364.00
CHECK 481225 TOTAL: 364.00
481226 02/17/2023 PRTD 999996 Park, Nari 49227561-REFUND 01/31/2023 20230217 120.00
CHECK 481226 TOTAL: 120.00
481227 02/17/2023 PRTD 999997 ALBANI,PATRICIA 00106305-2/13/23 02/13/2023 20230217 47.07
CHECK 481227 TOTAL: 47.07
481228 02/17/2023 PRTD 999997 BASGEN,NICK 00118823-2/13/23 02/13/2023 20230217 250.00
CHECK 481228 TOTAL: 250.00
481229 02/17/2023 PRTD 999997 BENVIDI,MOHAMMAD 00121862-2/13/23 02/13/2023 20230217 67.83
CHECK 481229 TOTAL: 67.83
481230 02/17/2023 PRTD 999997 BERGE,NOAH 00117933-2/13/23 02/13/2023 20230217 258.82
CHECK 481230 TOTAL: 258.82
481231 02/17/2023 PRTD 999997 BEUTELL,PAUL 00127165-2/13/23 02/13/2023 20230217 3.16
CHECK 481231 TOTAL: 3.16
481232 02/17/2023 PRTD 999997 CAMERON,JACK 00093713-2/13/23 02/13/2023 20230217 184.71
CHECK 481232 TOTAL: 184.71
481233 02/17/2023 PRTD 999997 CARL R OLSON QUALIFIED TERMINABLE 00120588-2/13/23 02/13/2023 20230217 35.15
CHECK 481233 TOTAL: 35.15
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 21
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481234 02/17/2023 PRTD 999997 DANFORD,KATHLEEN 00104989-2/13/23 02/13/2023 20230217 77.15
CHECK 481234 TOTAL: 77.15
481235 02/17/2023 PRTD 999997 DOSCH,JAMES 00078777-2/13/23 02/13/2023 20230217 439.18
CHECK 481235 TOTAL: 439.18
481236 02/17/2023 PRTD 999997 EL GHAZZAWY,KARAM 00114844-2/13/23 02/13/2023 20230217 160.00
CHECK 481236 TOTAL: 160.00
481237 02/17/2023 PRTD 999997 FIOL,MIGUEL 00124440-2/13/23 02/13/2023 20230217 34.11
CHECK 481237 TOTAL: 34.11
481238 02/17/2023 PRTD 999997 GUO,DANZHU 00120802-2/13/23 02/13/2023 20230217 213.04
CHECK 481238 TOTAL: 213.04
481239 02/17/2023 PRTD 999997 HAMEED,SHABANA 00120139-2/13/23 02/13/2023 20230217 164.62
CHECK 481239 TOTAL: 164.62
481240 02/17/2023 PRTD 999997 HEPP,BRADLEY 00121301-2/13/23 02/13/2023 20230217 32.76
CHECK 481240 TOTAL: 32.76
481241 02/17/2023 PRTD 999997 JACOB,JENNIFER 00126142-2/13/23 02/13/2023 20230217 17.86
CHECK 481241 TOTAL: 17.86
481242 02/17/2023 PRTD 999997 KALRA,ADIT 00123993-2/13/23 02/13/2023 20230217 70.53
CHECK 481242 TOTAL: 70.53
481243 02/17/2023 PRTD 999997 KITCHEN,PHILLIP 00086723-2/13/23 02/13/2023 20230217 97.72
CHECK 481243 TOTAL: 97.72
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 22
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481244 02/17/2023 PRTD 999997 KNUDSON,MICHAEL 00117815-2/13/23 02/13/2023 20230217 143.08
CHECK 481244 TOTAL: 143.08
481245 02/17/2023 PRTD 999997 LANGER,HENRY 00079317-2/13/23 02/13/2023 20230217 54.04
CHECK 481245 TOTAL: 54.04
481246 02/17/2023 PRTD 999997 LIND,STUART 00085652-2/13/23 02/13/2023 20230217 251.51
CHECK 481246 TOTAL: 251.51
481247 02/17/2023 PRTD 999997 MCPHERSON,KEVIN 00100072-2/13/23 02/13/2023 20230217 24.86
CHECK 481247 TOTAL: 24.86
481248 02/17/2023 PRTD 999997 NOESKE,JIM 00099086-2/13/23 02/13/2023 20230217 14.89
CHECK 481248 TOTAL: 14.89
481249 02/17/2023 PRTD 999997 PETER A PURCELL 2011 TRUST 00123818-2/13/23 02/13/2023 20230217 263.83
CHECK 481249 TOTAL: 263.83
481250 02/17/2023 PRTD 999997 RATELLE,MARY 00100555-2/13/23 02/13/2023 20230217 175.00
CHECK 481250 TOTAL: 175.00
481251 02/17/2023 PRTD 999997 REMBOLDT,DELANO 00122180-2/13/23 02/13/2023 20230217 353.13
CHECK 481251 TOTAL: 353.13
481252 02/17/2023 PRTD 999997 SIMONICH,GERALD 00125684-2/13/23 02/13/2023 20230217 83.77
CHECK 481252 TOTAL: 83.77
481253 02/17/2023 PRTD 999997 WILKENS,JON 00117327-2/13/23 02/13/2023 20230217 82.56
CHECK 481253 TOTAL: 82.56
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 23
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481254 02/17/2023 PRTD 999997 WILSON,LAVONNE 00102795-2/13/23 02/13/2023 20230217 224.46
CHECK 481254 TOTAL: 224.46
481255 02/17/2023 PRTD 999997 WOODS,ELIZABETH 00078159-2/13/23 02/13/2023 20230217 30.24
CHECK 481255 TOTAL: 30.24
481256 02/17/2023 PRTD 999997 WRIGHT TEAM PROPERTIES LLC 00127088-2/13/23 02/13/2023 20230217 54.32
CHECK 481256 TOTAL: 54.32
481257 02/17/2023 PRTD 129485 PAPCO INC 227819 01/17/2023 20230217 422.10
CHECK 481257 TOTAL: 422.10
481258 02/17/2023 PRTD 100944 PAUSTIS WINE COMPANY 192187 01/31/2023 20230217 675.20
PAUSTIS WINE COMPANY 192167 01/31/2023 20230217 1,695.70
PAUSTIS WINE COMPANY 192173 01/31/2023 20230217 312.00
PAUSTIS WINE COMPANY 192160 02/01/2023 20230217 1,840.20
CHECK 481258 TOTAL: 4,523.10
481259 02/17/2023 PRTD 100945 PEPSI-COLA COMPANY 52743013 01/23/2023 20230217 493.02
PEPSI-COLA COMPANY 52975707 01/31/2023 20230217 322.30
PEPSI-COLA COMPANY 50535510 01/30/2023 20230217 539.75
CHECK 481259 TOTAL: 1,355.07
481260 02/17/2023 PRTD 120831 1ST SCRIBE INC 259126 01/01/2023 20230217 425.00
CHECK 481260 TOTAL: 425.00
481261 02/17/2023 PRTD 160501 PFM ASSET MANAGEMENT LLC 13546128 01/30/2023 20230217 3,329.71
CHECK 481261 TOTAL: 3,329.71
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 24
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481262 02/17/2023 PRTD 100958 PLUNKETT'S PEST CONTROL 7877602 01/11/2023 20230217 66.77
CHECK 481262 TOTAL: 66.77
481263 02/17/2023 PRTD 125979 PRECISE MRM LLC 200-1040822 01/19/2023 20230217 100.00
PRECISE MRM LLC 200-1040825 01/19/2023 20230217 975.00
CHECK 481263 TOTAL: 1,075.00
481264 02/17/2023 PRTD 129706 PREMIUM WATERS INC 319242645 01/31/2023 20230217 15.00
CHECK 481264 TOTAL: 15.00
481265 02/17/2023 PRTD 106341 MEDICAL PRIORITY CONSULTANTS, INC SIN328650 01/17/2023 20230217 3,775.00
CHECK 481265 TOTAL: 3,775.00
481266 02/17/2023 PRTD 106322 SCHENCK, DAVID 160348 01/17/2023 20230217 1,044.33
SCHENCK, DAVID 160361 01/17/2023 20230217 440.40
SCHENCK, DAVID 160359 01/17/2023 20230217 1,033.79
CHECK 481266 TOTAL: 2,518.52
481267 02/17/2023 PRTD 160037 RACHEL CONTRACTING, LLC ENG 21032 #7 01/18/2023 20230217 974,893.33
CHECK 481267 TOTAL: 974,893.33
481268 02/17/2023 PRTD 102420 RETROFIT COMPANIES INC 0119117-IN 01/23/2023 20230217 262.19
CHECK 481268 TOTAL: 262.19
481269 02/17/2023 PRTD 100977 RICHFIELD PLUMBING COMPANY 86494 01/18/2023 20230217 1,984.90
RICHFIELD PLUMBING COMPANY 86496 01/18/2023 20230217 293.00
CHECK 481269 TOTAL: 2,277.90
481270 02/17/2023 PRTD 101659 ORKIN 236876042 01/17/2023 20230217 30.00
ORKIN 236874821 01/17/2023 20230217 153.42
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 25
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
ORKIN 236875530 01/17/2023 20230217 26.28
ORKIN 236875665 01/20/2023 20230217 149.47
CHECK 481270 TOTAL: 359.17
481271 02/17/2023 PRTD 127639 MIDWAY FORD COMPANY 754875 01/18/2023 20230217 66.11
MIDWAY FORD COMPANY 755279 01/20/2023 20230217 29.40
MIDWAY FORD COMPANY 755409 01/21/2023 20230217 15.02
CHECK 481271 TOTAL: 110.53
481272 02/17/2023 PRTD 102614 ROTARY INTERNATIONAL EDINA ROTARY 8388 01/05/2023 20230217 361.00
CHECK 481272 TOTAL: 361.00
481273 02/17/2023 PRTD 100988 SAFETY KLEEN SYSTEMS INC 90797273 01/17/2023 20230217 173.92
CHECK 481273 TOTAL: 173.92
481274 02/17/2023 PRTD 160463 SANSIO INC INV0000003829 01/23/2023 20230217 4,656.00
CHECK 481274 TOTAL: 4,656.00
481275 02/17/2023 PRTD 141332 SOUTH TOWN REFRIGERATION INC W83629 01/18/2023 20230217 1,282.44
CHECK 481275 TOTAL: 1,282.44
481276 02/17/2023 PRTD 144403 SENTEXT SOLUTIONS 307231 01/20/2023 20230217 318.50
CHECK 481276 TOTAL: 318.50
481277 02/17/2023 PRTD 139394 SENTINEL MN LLC OSS762FH-2 01/21/2023 20230217 270.00
CHECK 481277 TOTAL: 270.00
481278 02/17/2023 PRTD 144705 DILEMMA BREWING COMPANY LLC E-2518 02/01/2023 20230217 120.00
DILEMMA BREWING COMPANY LLC E-2519 02/01/2023 20230217 150.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 26
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481278 TOTAL: 270.00
481279 02/17/2023 PRTD 103409 KELBRO COMPANY 2858242 02/02/2023 20230217 54.59
CHECK 481279 TOTAL: 54.59
481280 02/17/2023 PRTD 120784 WALSH GRAPHICS INC 17942 01/26/2023 20230217 83.82
CHECK 481280 TOTAL: 83.82
481281 02/17/2023 PRTD 100430 SNAP-ON INDUSTRIAL ARV/55987974 01/19/2023 20230217 40.60
CHECK 481281 TOTAL: 40.60
481282 02/17/2023 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2309316 01/31/2023 20230217 193.60
SOUTHERN GLAZERS WINE & SPIRITS L 2309318 01/31/2023 20230217 225.75
SOUTHERN GLAZERS WINE & SPIRITS L 2309317 01/31/2023 20230217 1,585.14
SOUTHERN GLAZERS WINE & SPIRITS L 2309319 01/31/2023 20230217 472.00
SOUTHERN GLAZERS WINE & SPIRITS L 5094045 01/31/2023 20230217 2,297.60
SOUTHERN GLAZERS WINE & SPIRITS L 2309330 01/31/2023 20230217 2,979.03
SOUTHERN GLAZERS WINE & SPIRITS L 5094048 02/01/2023 20230217 386.40
SOUTHERN GLAZERS WINE & SPIRITS L 2309331 01/31/2023 20230217 1,020.80
SOUTHERN GLAZERS WINE & SPIRITS L 2309326 01/31/2023 20230217 290.40
SOUTHERN GLAZERS WINE & SPIRITS L 2309328 02/01/2023 20230217 1,246.20
SOUTHERN GLAZERS WINE & SPIRITS L 2309329 01/31/2023 20230217 1,687.10
SOUTHERN GLAZERS WINE & SPIRITS L 2309327 02/01/2023 20230217 273.60
SOUTHERN GLAZERS WINE & SPIRITS L 2309320 02/01/2023 20230217 336.80
SOUTHERN GLAZERS WINE & SPIRITS L 2309322 02/01/2023 20230217 1,774.78
SOUTHERN GLAZERS WINE & SPIRITS L 2309325 02/01/2023 20230217 288.80
SOUTHERN GLAZERS WINE & SPIRITS L 2309324 02/01/2023 20230217 521.11
SOUTHERN GLAZERS WINE & SPIRITS L 2309323 02/01/2023 20230217 1,949.60
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 27
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
SOUTHERN GLAZERS WINE & SPIRITS L 5094046 02/01/2023 20230217 1,943.60
SOUTHERN GLAZERS WINE & SPIRITS L 2309321 02/01/2023 20230217 540.80
CHECK 481282 TOTAL: 20,013.11
481283 02/17/2023 PRTD 105842 MINER, LTD 797316 12/14/2022 20230217 783.10
CHECK 481283 TOTAL: 783.10
481284 02/17/2023 PRTD 139006 STATE OF MINNESOTA 2706000962022 02/01/2023 20230217 100.00
CHECK 481284 TOTAL: 100.00
481285 02/17/2023 PRTD 139006 MINNESOTA DEPARTMENT OF AGRICULTU 20164915-2023 01/30/2023 20230217 75.00
CHECK 481285 TOTAL: 75.00
481286 02/17/2023 PRTD 133068 STEEL TOE BREWING LLC 48843 01/31/2023 20230217 99.00
STEEL TOE BREWING LLC 48846 01/31/2023 20230217 285.00
STEEL TOE BREWING LLC 48845 02/01/2023 20230217 105.00
CHECK 481286 TOTAL: 489.00
481287 02/17/2023 PRTD 101015 STREICHERS INC I1611840 01/18/2023 20230217 169.99
STREICHERS INC I1611913 01/18/2023 20230217 1,290.00
STREICHERS INC I1607477 12/23/2022 20230217 137.99
CHECK 481287 TOTAL: 1,597.98
481288 02/17/2023 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10192214 01/18/2023 20230217 581.56
CHECK 481288 TOTAL: 581.56
481289 02/17/2023 PRTD 160614 SUNRAM CONSTRUCTION INC 01-13-2023 01/13/2023 20230217 12,000.00
CHECK 481289 TOTAL: 12,000.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 28
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481290 02/17/2023 PRTD 119864 SYSCO MINNESOTA INC 447446760 01/19/2023 20230217 499.71
SYSCO MINNESOTA INC 447450791 01/21/2023 20230217 12.45
SYSCO MINNESOTA INC 447450768 01/21/2023 20230217 8.68
SYSCO MINNESOTA INC 447435109 01/12/2023 20230217 1,041.85
CHECK 481290 TOTAL: 1,562.69
481291 02/17/2023 PRTD 160429 TAHO SPORTSWEAR INC 22TS5694 01/10/2023 20230217 582.98
CHECK 481291 TOTAL: 582.98
481292 02/17/2023 PRTD 122794 TENNANT SALES AND SERVICE COMPANY 919309614 01/23/2023 20230217 265.90
CHECK 481292 TOTAL: 265.90
481293 02/17/2023 PRTD 129923 CONTEMPORARY INC V908207 01/18/2023 20230217 39.27
CHECK 481293 TOTAL: 39.27
481294 02/17/2023 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN M27908 01/13/2023 20230217 355.75
CHECK 481294 TOTAL: 355.75
481295 02/17/2023 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC S5300 01/17/2023 20230217 575.00
TOTAL MECHANICAL SYSTEMS INC S5362 01/18/2023 20230217 445.00
TOTAL MECHANICAL SYSTEMS INC S5391 01/19/2023 20230217 445.00
CHECK 481295 TOTAL: 1,465.00
481296 02/17/2023 PRTD 138732 TRADITION WINE & SPIRITS LLC 34918 01/31/2023 20230217 1,821.00
CHECK 481296 TOTAL: 1,821.00
481297 02/17/2023 PRTD 160616 TRASSIG CORP 24509 02/03/2023 20230217 221.59
CHECK 481297 TOTAL: 221.59
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 29
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481298 02/17/2023 PRTD 160236 TRUE FABRICATIONS INC 1192815 01/24/2023 20230217 534.32
TRUE FABRICATIONS INC 1192965 01/24/2023 20230217 487.34
TRUE FABRICATIONS INC 1192480 01/24/2023 20230217 517.28
CHECK 481298 TOTAL: 1,538.94
481299 02/17/2023 PRTD 101046 TWIN CITY FILTER SERVICE INC 0734956-IN 01/19/2023 20230217 632.34
CHECK 481299 TOTAL: 632.34
481300 02/17/2023 PRTD 146436 TYLER TECHNOLOGIES INC 025-410103 01/18/2023 20230217 5,206.25
CHECK 481300 TOTAL: 5,206.25
481301 02/17/2023 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-2325 02/02/2023 20230217 201.40
CHECK 481301 TOTAL: 201.40
481302 02/17/2023 PRTD 101058 VAN PAPER COMPANY 024862 01/19/2023 20230217 24.90
CHECK 481302 TOTAL: 24.90
481303 02/17/2023 PRTD 101063 VERSATILE VEHICLES 93060 01/20/2023 20230217 241.22
CHECK 481303 TOTAL: 241.22
481304 02/17/2023 PRTD 101064 VESSCO INC 089888 01/20/2023 20230217 305.00
CHECK 481304 TOTAL: 305.00
481305 02/17/2023 PRTD 101066 VIKING ELECTRIC SUPPLY S006579585.001 01/17/2023 20230217 78.98
VIKING ELECTRIC SUPPLY S006580347.001 01/17/2023 20230217 88.55
VIKING ELECTRIC SUPPLY S006570814.002 01/18/2023 20230217 -73.08
VIKING ELECTRIC SUPPLY S006579585.002 01/19/2023 20230217 -78.98
VIKING ELECTRIC SUPPLY S006585786.001 01/19/2023 20230217 5.89
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 30
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481305 TOTAL: 21.36
481306 02/17/2023 PRTD 119454 VINOCOPIA INC 0323050-IN 02/02/2023 20230217 153.25
VINOCOPIA INC 0323042-IN 02/02/2023 20230217 669.00
VINOCOPIA INC 0323041-IN 02/02/2023 20230217 189.17
VINOCOPIA INC 0323051-IN 02/02/2023 20230217 1,074.00
CHECK 481306 TOTAL: 2,085.42
481307 02/17/2023 PRTD 120627 VISTAR 67091611 01/20/2023 20230217 1,162.17
CHECK 481307 TOTAL: 1,162.17
481308 02/17/2023 PRTD 132751 WARNING LITES OF MINNESOTA 23-01024 01/23/2023 20230217 483.00
CHECK 481308 TOTAL: 483.00
481309 02/17/2023 PRTD 123616 WATER CONSERVATION SERVICES INC 12919 01/19/2023 20230217 539.30
CHECK 481309 TOTAL: 539.30
481310 02/17/2023 PRTD 130574 WATSON COMPANY 131421 01/23/2023 20230217 412.01
CHECK 481310 TOTAL: 412.01
481311 02/17/2023 PRTD 101033 WINE COMPANY 226844 02/01/2023 20230217 568.00
WINE COMPANY 226843 02/01/2023 20230217 1,188.00
WINE COMPANY 226851 02/01/2023 20230217 162.00
WINE COMPANY 226840 02/01/2023 20230217 2,282.00
WINE COMPANY 226850 02/01/2023 20230217 160.00
WINE COMPANY 226842 02/01/2023 20230217 1,450.13
WINE COMPANY 226841 02/01/2023 20230217 158.00
CHECK 481311 TOTAL: 5,968.13
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 31
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481312 02/17/2023 PRTD 144412 WINEBOW MN00125640 01/27/2023 20230217 290.40
WINEBOW MN00125810 01/31/2023 20230217 360.96
WINEBOW MN00125783 02/02/2023 20230217 500.94
WINEBOW MN00125801 02/01/2023 20230217 243.00
WINEBOW MN00125800 02/01/2023 20230217 468.96
CHECK 481312 TOTAL: 1,864.26
481313 02/17/2023 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 239452 01 01/18/2023 20230217 346.73
WINSUPPLY EDEN PRAIRIE MN CO 239505 01 01/23/2023 20230217 16.57
CHECK 481313 TOTAL: 363.30
481314 02/17/2023 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 4019 01/26/2023 20230217 131.40
WOODEN HILL BREWING COMPANY LLC 4035 02/02/2023 20230217 110.70
WOODEN HILL BREWING COMPANY LLC 4034 02/02/2023 20230217 49.65
WOODEN HILL BREWING COMPANY LLC 4033 02/02/2023 20230217 361.50
CHECK 481314 TOTAL: 653.25
481315 02/17/2023 PRTD 160299 WOODEN SHIP BREWING COMPANY 000307 02/01/2023 20230217 117.60
CHECK 481315 TOTAL: 117.60
481316 02/17/2023 PRTD 160617 SCHRADER, SUSAN 01-23-2023 01/23/2023 20230217 126.00
CHECK 481316 TOTAL: 126.00
481317 02/17/2023 PRTD 101572 ZARNOTH BRUSH WORKS INC 0192479-IN 01/19/2023 20230217 665.00
ZARNOTH BRUSH WORKS INC 0192478-IN 01/19/2023 20230217 23.50
CHECK 481317 TOTAL: 688.50
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/16/2023 14:01User: STanGeilProgram ID: apcshdsb
Page 32
NUMBER OF CHECKS 202 *** CASH ACCOUNT TOTAL *** 2,156,046.41
COUNT AMOUNT
TOTAL PRINTED CHECKS 202 2,156,046.41
*** GRAND TOTAL *** 2,156,046.41
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 38
JOURNAL ENTRIES TO BE CREATED
FUND SUB FUND DUE TO DUE FR
1000 General 141,447.352500 Conservation & Sustainability 1,000.002600 Housing & Redvlpmt Authority 15,018.014000 Capital Projects 28,080.724200 Equipment Replacement 5,062.315100 Art Center 1,618.235200 Braemar Golf Course 9,984.215200 Braemar Golf Course 545.575300 Aquatic Center 75.585400 Edinborough Park 14,118.425500 Braemar Arena 13,583.625600 Braemar Field 1,007.635700 Centennial Lakes 94.155800 Liquor 127,610.605900 Utility Fund 21,036.775900 Utility Fund 1,260.005900 Utility Fund 21,968.886000 Risk Management 3,297.006100 Equipment Operations 54,266.046200 Information Technology 38,223.406300 Facilities Management 6,560.377200 MN Task Force 1 19,215.589999 Pooled Cash Fund 525,074.44
TOTAL 525,074.44 525,074.44
** END OF REPORT - Generated by Shirleng Tan Geil **
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 1
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481318 02/24/2023 PRTD 133644 A DYNAMIC DOOR CO INC 22301272 01/28/2023 20230224 1,236.76
CHECK 481318 TOTAL: 1,236.76
481319 02/24/2023 PRTD 129458 ACME ELECTRIC MOTOR INC 10884861 01/24/2023 20230224 4.99
ACME ELECTRIC MOTOR INC 10884873 01/24/2023 20230224 348.00
CHECK 481319 TOTAL: 352.99
481320 02/24/2023 PRTD 143143 TORRES, ARMANDO CHAVEZ 2307 02/01/2023 20230224 1,623.63
CHECK 481320 TOTAL: 1,623.63
481321 02/24/2023 PRTD 135922 ACUSHNET COMPANY 914908783 02/01/2023 20230224 284.12
ACUSHNET COMPANY 914908830 02/01/2023 20230224 67.53
CHECK 481321 TOTAL: 351.65
481322 02/24/2023 PRTD 160201 TB GLASS 8925 01/26/2023 20230224 758.50
CHECK 481322 TOTAL: 758.50
481323 02/24/2023 PRTD 103357 ALPHA VIDEO & AUDIO INC 16154 01/27/2023 20230224 5,062.31
CHECK 481323 TOTAL: 5,062.31
481324 02/24/2023 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 16280 02/08/2023 20230224 137.40
CHECK 481324 TOTAL: 137.40
481325 02/24/2023 PRTD 141960 AMAZON CAPITAL SERVICES 1PH3-LN1X-9YFR 01/20/2023 20230224 13.99
AMAZON CAPITAL SERVICES 1N6J-FKRH-4PHW 01/24/2023 20230224 32.97
AMAZON CAPITAL SERVICES 1K6Y-6XKG-7NHX 01/24/2023 20230224 32.49
AMAZON CAPITAL SERVICES 1DMX-TXDR-7V79 01/24/2023 20230224 27.29
AMAZON CAPITAL SERVICES 19MT-KJ7R-4CMM 01/24/2023 20230224 65.40
AMAZON CAPITAL SERVICES 1TMJ-9G1G-67LV 01/25/2023 20230224 117.97
AMAZON CAPITAL SERVICES 1XRV-LJLJ-9M1L 01/25/2023 20230224 499.98
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 2
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
AMAZON CAPITAL SERVICES 13DW-63P4-CVHM 01/25/2023 20230224 459.04
AMAZON CAPITAL SERVICES 1XRC-H717-GKQH 01/26/2023 20230224 149.89
AMAZON CAPITAL SERVICES 11N7-341Q-FGMH 01/26/2023 20230224 31.34
AMAZON CAPITAL SERVICES 11N7-341Q-DYHD 01/26/2023 20230224 325.92
AMAZON CAPITAL SERVICES 1DX1-FVLP-Q9CG 01/27/2023 20230224 -74.99
AMAZON CAPITAL SERVICES 1JJQ-3GXW-THPD 01/28/2023 20230224 80.84
AMAZON CAPITAL SERVICES 1PH9-TYJC-R49K 01/27/2023 20230224 119.97
AMAZON CAPITAL SERVICES 1KNY-WLNY-YQPN 01/29/2023 20230224 82.39
AMAZON CAPITAL SERVICES 1PVL-4CNL-YLDR 01/29/2023 20230224 67.62
AMAZON CAPITAL SERVICES 1XYY-D76L-1397 01/29/2023 20230224 73.33
AMAZON CAPITAL SERVICES 1QFJ-T3WW-1FWQ 01/29/2023 20230224 26.70
AMAZON CAPITAL SERVICES 1GH9-6HCG-1D6K 01/29/2023 20230224 11.76
CHECK 481325 TOTAL: 2,143.90
481326 02/24/2023 PRTD 101874 ANCOM TECHNICAL CENTER 112787 01/23/2023 20230224 460.00
ANCOM TECHNICAL CENTER 112901 01/27/2023 20230224 37.40
CHECK 481326 TOTAL: 497.40
481327 02/24/2023 PRTD 160550 ANDERSON, SCOTT 102 01/30/2023 20230224 1,102.50
CHECK 481327 TOTAL: 1,102.50
481328 02/24/2023 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 2500176443 01/24/2023 20230224 119.42
ARAMARK UNIFORM AND CAREER APPEAL 2500176369 01/24/2023 20230224 224.58
ARAMARK UNIFORM AND CAREER APPEAL 2500177276 01/25/2023 20230224 203.37
CHECK 481328 TOTAL: 547.37
481329 02/24/2023 PRTD 100634 ASPEN EQUIPMENT CO 10245305 01/25/2023 20230224 614.00
ASPEN EQUIPMENT CO 10245306 01/25/2023 20230224 990.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 3
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481329 TOTAL: 1,604.00
481330 02/24/2023 PRTD 106304 ASPEN MILLS INC 307514 01/20/2023 20230224 45.34
ASPEN MILLS INC 307515 01/20/2023 20230224 78.00
CHECK 481330 TOTAL: 123.34
481331 02/24/2023 PRTD 160339 ASSA ABLOY ENTRANCE SYSTEMS US IN SEI 1592438 01/09/2023 20230224 1,244.69
CHECK 481331 TOTAL: 1,244.69
481332 02/24/2023 PRTD 160593 B & B AUTO LLC 171457 01/25/2023 20230224 298.00
CHECK 481332 TOTAL: 298.00
481333 02/24/2023 PRTD 101718 IEH AUTO PARTS LLC 380136969 01/25/2023 20230224 11.56
IEH AUTO PARTS LLC 380136970 01/26/2023 20230224 23.12
CHECK 481333 TOTAL: 34.68
481334 02/24/2023 PRTD 160625 AVENPITCH MUSIC LLC 23EP0323 02/20/2023 20230224 150.00
CHECK 481334 TOTAL: 150.00
481335 02/24/2023 PRTD 138681 AVOLVE SOFTWARE CORP 7571 01/30/2023 20230224 6,949.18
CHECK 481335 TOTAL: 6,949.18
481336 02/24/2023 PRTD 100643 BARR ENGINEERING CO 23271869.01-9 01/25/2023 20230224 20,185.07
CHECK 481336 TOTAL: 20,185.07
481337 02/24/2023 PRTD 101355 BELLBOY CORPORATION 0098300200 02/02/2023 20230224 1,317.10
BELLBOY CORPORATION 0098374700 02/09/2023 20230224 64.65
BELLBOY CORPORATION 0098374900 02/09/2023 20230224 1,924.80
BELLBOY CORPORATION 0098379100 02/09/2023 20230224 2,432.73
BELLBOY CORPORATION 0098374600 02/09/2023 20230224 97.65
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 4
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
BELLBOY CORPORATION 0106404600 02/09/2023 20230224 23.35
BELLBOY CORPORATION 0098378900 02/09/2023 20230224 2,201.15
CHECK 481337 TOTAL: 8,061.43
481338 02/24/2023 PRTD 131191 BERNATELLO'S PIZZA INC 5132931 01/26/2023 20230224 348.00
BERNATELLO'S PIZZA INC 5134200 01/30/2023 20230224 522.00
CHECK 481338 TOTAL: 870.00
481339 02/24/2023 PRTD 126847 BERRY COFFEE COMPANY 938363 01/26/2023 20230224 574.42
CHECK 481339 TOTAL: 574.42
481340 02/24/2023 PRTD 141961 MIDAMERICAN ENERGY SERVICES LLC 11693560 01/24/2023 20230224 2,441.79
CHECK 481340 TOTAL: 2,441.79
481341 02/24/2023 PRTD 130922 BI WORLDWIDE ME699748 01/27/2023 20230224 3,297.00
CHECK 481341 TOTAL: 3,297.00
481342 02/24/2023 PRTD 142153 BLACK STACK BREWING INC 21286 02/09/2023 20230224 424.00
BLACK STACK BREWING INC 21285 02/09/2023 20230224 333.00
CHECK 481342 TOTAL: 757.00
481343 02/24/2023 PRTD 160615 GAVIAN, MARGARET 2022.12 Edina 12/31/2022 20230224 17,510.00
CHECK 481343 TOTAL: 17,510.00
481344 02/24/2023 PRTD 105367 BOUND TREE MEDICAL LLC 84835427 01/24/2023 20230224 1,801.00
CHECK 481344 TOTAL: 1,801.00
481345 02/24/2023 PRTD 119351 BOURGET IMPORTS 193883 02/07/2023 20230224 834.00
BOURGET IMPORTS 139891 02/07/2023 20230224 252.00
BOURGET IMPORTS 193890 02/07/2023 20230224 151.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 5
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481345 TOTAL: 1,237.00
481346 02/24/2023 PRTD 117040 BOYER FORD TRUCKS INC 008P18774 01/27/2023 20230224 1,972.04
BOYER FORD TRUCKS INC 008P18936 01/30/2023 20230224 53.07
CHECK 481346 TOTAL: 2,025.11
481347 02/24/2023 PRTD 117040 ALLIANCE PARTS TRUCK AND TRAILER 007P48366 01/27/2023 20230224 3,998.16
CHECK 481347 TOTAL: 3,998.16
481348 02/24/2023 PRTD 142566 BRASS FOUNDRY BREWING CO E-8953 02/08/2023 20230224 137.50
CHECK 481348 TOTAL: 137.50
481349 02/24/2023 PRTD 100664 BRAUN INTERTEC CORPORATION B327174 01/26/2023 20230224 15,018.01
CHECK 481349 TOTAL: 15,018.01
481350 02/24/2023 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 347705345 02/08/2023 20230224 999.20
BREAKTHRU BEVERAGE MINNESOTA WINE 347705346 02/08/2023 20230224 1,776.23
BREAKTHRU BEVERAGE MINNESOTA WINE 347705347 02/08/2023 20230224 299.45
BREAKTHRU BEVERAGE MINNESOTA WINE 347705324 02/08/2023 20230224 1,169.20
BREAKTHRU BEVERAGE MINNESOTA WINE 347705322 02/08/2023 20230224 163.15
BREAKTHRU BEVERAGE MINNESOTA WINE 347705325 02/08/2023 20230224 178.30
BREAKTHRU BEVERAGE MINNESOTA WINE 347705341 02/08/2023 20230224 71.52
BREAKTHRU BEVERAGE MINNESOTA WINE 347705340 02/08/2023 20230224 45.15
BREAKTHRU BEVERAGE MINNESOTA WINE 347705342 02/08/2023 20230224 1,699.50
BREAKTHRU BEVERAGE MINNESOTA WINE 347705343 02/08/2023 20230224 1,068.90
CHECK 481350 TOTAL: 7,470.60
481351 02/24/2023 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 347679816 02/07/2023 20230224 242.30
BREAKTHRU BEVERAGE MINNESOTA BEER 410581510 02/02/2023 20230224 -12.84
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 6
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
BREAKTHRU BEVERAGE MINNESOTA BEER 410581511 02/02/2023 20230224 -128.00
BREAKTHRU BEVERAGE MINNESOTA BEER 410581512 02/02/2023 20230224 -25.60
BREAKTHRU BEVERAGE MINNESOTA BEER 347683094 02/07/2023 20230224 202.80
BREAKTHRU BEVERAGE MINNESOTA BEER 347683140 02/07/2023 20230224 1,311.35
BREAKTHRU BEVERAGE MINNESOTA BEER 347679817 02/07/2023 20230224 132.00
BREAKTHRU BEVERAGE MINNESOTA BEER 347683090 02/07/2023 20230224 435.00
BREAKTHRU BEVERAGE MINNESOTA BEER 347701144 02/07/2023 20230224 2,830.75
BREAKTHRU BEVERAGE MINNESOTA BEER 347701143 02/07/2023 20230224 67.70
BREAKTHRU BEVERAGE MINNESOTA BEER 410555894 12/14/2022 20230224 -882.00
CHECK 481351 TOTAL: 4,173.46
481352 02/24/2023 PRTD 144985 BROOKLYN UNITED METHODIST CHURCH 23EP0305 02/20/2023 20230224 150.00
CHECK 481352 TOTAL: 150.00
481353 02/24/2023 PRTD 160619 BUDIN, NATALIE 23CAPF-Budin 01/30/2023 20230224 1,000.00
CHECK 481353 TOTAL: 1,000.00
481354 02/24/2023 PRTD 160620 CAHILL, CAITLIN 230102 01/30/2023 20230224 378.00
CHECK 481354 TOTAL: 378.00
481355 02/24/2023 PRTD 119455 CAPITOL BEVERAGE SALES LP 2796626 02/09/2023 20230224 654.70
CAPITOL BEVERAGE SALES LP 2795334 02/07/2023 20230224 1,345.00
CAPITOL BEVERAGE SALES LP 2795335 02/07/2023 20230224 3,558.50
CAPITOL BEVERAGE SALES LP 2795333 02/07/2023 20230224 103.50
CAPITOL BEVERAGE SALES LP 24380016 02/10/2023 20230224 -10.45
CAPITOL BEVERAGE SALES LP 2797130 02/10/2023 20230224 3,389.35
CAPITOL BEVERAGE SALES LP 2797129 02/10/2023 20230224 83.04
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 7
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481355 TOTAL: 9,123.64
481356 02/24/2023 PRTD 143702 CARAHSOFT TECHNOLOGY CORPORATION 37109842INV 01/18/2023 20230224 12,260.00
CHECK 481356 TOTAL: 12,260.00
481357 02/24/2023 PRTD 142028 CINTAS CORPORATION 4144902002 01/30/2023 20230224 11.78
CINTAS CORPORATION 4144901980 01/30/2023 20230224 22.77
CINTAS CORPORATION 4144901966 01/30/2023 20230224 37.30
CINTAS CORPORATION 4144901901 01/30/2023 20230224 17.87
CINTAS CORPORATION 4144901996 01/30/2023 20230224 25.49
CINTAS CORPORATION 4145594908 02/06/2023 20230224 81.65
CHECK 481357 TOTAL: 196.86
481358 02/24/2023 PRTD 142028 CINTAS CORPORATION 4144903682 01/30/2023 20230224 65.25
CINTAS CORPORATION 4145594972 02/06/2023 20230224 65.25
CHECK 481358 TOTAL: 130.50
481359 02/24/2023 PRTD 139927 CITY OF ROCHESTER MN ROCHESTER-01/2023-2 01/19/2023 20230224 16,356.47
CHECK 481359 TOTAL: 16,356.47
481360 02/24/2023 PRTD 139927 CITY OF ROCHESTER MN ROCHESTER-01/2023-3 01/25/2023 20230224 1,144.20
CHECK 481360 TOTAL: 1,144.20
481361 02/24/2023 PRTD 100087 CITY OF SAINT PAUL IN52567 01/17/2023 20230224 310.49
CHECK 481361 TOTAL: 310.49
481362 02/24/2023 PRTD 146213 WESTWOOD HILLS NATURE CENTER 23EP0309 02/20/2023 20230224 165.00
CHECK 481362 TOTAL: 165.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 8
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481363 02/24/2023 PRTD 146472 CITY WIDE MAINTENANCE OF MN 42009006574 01/30/2023 20230224 3,054.00
CITY WIDE MAINTENANCE OF MN 42009006573 01/30/2023 20230224 2,000.00
CHECK 481363 TOTAL: 5,054.00
481364 02/24/2023 PRTD 130477 MCDONALD DISTRIBUTING COMPANY 672994 02/08/2023 20230224 660.10
MCDONALD DISTRIBUTING COMPANY 668879 01/11/2023 20230224 -32.23
MCDONALD DISTRIBUTING COMPANY 672999 02/08/2023 20230224 664.55
MCDONALD DISTRIBUTING COMPANY 673013 02/08/2023 20230224 780.60
CHECK 481364 TOTAL: 2,073.02
481365 02/24/2023 PRTD 120433 COMCAST 0161120-01/23 01/26/2023 20230224 20.30
CHECK 481365 TOTAL: 20.30
481366 02/24/2023 PRTD 120433 COMCAST 0023973-02/23 02/03/2023 20230224 9.00
CHECK 481366 TOTAL: 9.00
481367 02/24/2023 PRTD 104928 SMITH CONSTRUCTION SERVICES INC 31482 01/26/2023 20230224 42.17
CHECK 481367 TOTAL: 42.17
481368 02/24/2023 PRTD 143187 CONQUER ATHLETICS LLC 3369 10/19/2022 20230224 1,500.00
CONQUER ATHLETICS LLC 3368 10/19/2022 20230224 450.00
CONQUER ATHLETICS LLC 3374 10/19/2022 20230224 180.00
CONQUER ATHLETICS LLC 3375 10/19/2022 20230224 980.00
CONQUER ATHLETICS LLC 3371 10/19/2022 20230224 1,200.00
CONQUER ATHLETICS LLC 3370 10/19/2022 20230224 360.00
CONQUER ATHLETICS LLC 3376 10/19/2022 20230224 720.00
CONQUER ATHLETICS LLC 3377 10/19/2022 20230224 416.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 9
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481368 TOTAL: 5,806.00
481369 02/24/2023 PRTD 118805 DISCOUNT STEEL INC 5357131 01/27/2023 20230224 2,960.07
CHECK 481369 TOTAL: 2,960.07
481370 02/24/2023 PRTD 100699 CULLIGAN SOFTWATER SERVICE COMPAN 114X89789305 01/31/2023 20230224 129.95
CHECK 481370 TOTAL: 129.95
481371 02/24/2023 PRTD 104020 DALCO ENTERPRISES INC 4038786 01/27/2023 20230224 592.29
CHECK 481371 TOTAL: 592.29
481372 02/24/2023 PRTD 140237 DATAWORKS PLUS LLC 23-177 01/22/2023 20230224 5,990.00
CHECK 481372 TOTAL: 5,990.00
481373 02/24/2023 PRTD 148044 DAVIDSON, JEAN ERTEL 2193 11/08/2022 20230224 6,205.00
CHECK 481373 TOTAL: 6,205.00
481374 02/24/2023 PRTD 123995 DICKS SANITATION SERIVCEINC 3460-0004921491 10/31/2022 20230224 468.93
CHECK 481374 TOTAL: 468.93
481375 02/24/2023 PRTD 123995 DICKS SANITATION SERVICE INC 8728189T460 02/01/2023 20230224 301.43
CHECK 481375 TOTAL: 301.43
481376 02/24/2023 PRTD 123995 DICKS SANITATION SERVICE INC 8728205T460 02/01/2023 20230224 1,469.01
CHECK 481376 TOTAL: 1,469.01
481377 02/24/2023 PRTD 129157 DO-GOOD.BIZ 15603-01 01/30/2023 20230224 559.33
CHECK 481377 TOTAL: 559.33
481378 02/24/2023 PRTD 132810 ECM PUBLISHERS INC 929288 01/19/2023 20230224 440.30
ECM PUBLISHERS INC 928556 01/19/2023 20230224 83.30
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 10
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
ECM PUBLISHERS INC 929599 01/22/2023 20230224 346.00
ECM PUBLISHERS INC 930070 01/26/2023 20230224 83.30
ECM PUBLISHERS INC 930071 01/26/2023 20230224 274.05
ECM PUBLISHERS INC 930072 01/26/2023 20230224 71.40
ECM PUBLISHERS INC 930073 01/26/2023 20230224 83.30
CHECK 481378 TOTAL: 1,381.65
481379 02/24/2023 PRTD 100744 EDINA CHAMBER OF COMMERCE 43934 01/24/2023 20230224 2,000.00
CHECK 481379 TOTAL: 2,000.00
481380 02/24/2023 PRTD 103594 EDINALARM INC 86674 02/01/2023 20230224 451.61
EDINALARM INC 86691 02/01/2023 20230224 364.51
CHECK 481380 TOTAL: 816.12
481381 02/24/2023 PRTD 100746 ELECTRIC MOTOR REPAIR INC 469087 01/27/2023 20230224 3,852.00
CHECK 481381 TOTAL: 3,852.00
481382 02/24/2023 PRTD 160062 ELM CREEK BREWING COMPANY E-3888 02/03/2023 20230224 140.00
CHECK 481382 TOTAL: 140.00
481383 02/24/2023 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-8327194 01/23/2023 20230224 245.40
ELLIOTT AUTO SUPPLY CO, INC 1-Z31671 01/24/2023 20230224 351.84
ELLIOTT AUTO SUPPLY CO, INC 1-8329494 01/24/2023 20230224 44.83
ELLIOTT AUTO SUPPLY CO, INC 69-477018 01/27/2023 20230224 29.95
ELLIOTT AUTO SUPPLY CO, INC 1-8343346 01/30/2023 20230224 197.28
CHECK 481383 TOTAL: 869.30
481384 02/24/2023 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-9057 02/03/2023 20230224 201.00
FALLING BREWERY - BERGMAN LEDGE L E-9058 02/03/2023 20230224 201.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 11
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
FALLING BREWERY - BERGMAN LEDGE L E-9135 02/09/2023 20230224 321.00
CHECK 481384 TOTAL: 723.00
481385 02/24/2023 PRTD 103600 FERGUSON US HOLDINGS INC 0501631 01/17/2023 20230224 990.60
CHECK 481385 TOTAL: 990.60
481386 02/24/2023 PRTD 102727 FORCE AMERICA DISTRIBUTING LLC 001-1701550 01/25/2023 20230224 503.21
CHECK 481386 TOTAL: 503.21
481387 02/24/2023 PRTD 102456 GALLS PARENT HOLDINGS LLC BC1800884 01/23/2023 20230224 242.04
GALLS PARENT HOLDINGS LLC BC1803095 01/25/2023 20230224 772.36
GALLS PARENT HOLDINGS LLC BC1803231 01/25/2023 20230224 18.58
GALLS PARENT HOLDINGS LLC BC1806099 01/30/2023 20230224 3,849.14
CHECK 481387 TOTAL: 4,882.12
481388 02/24/2023 PRTD 101351 GILBERT MECHANICAL CONTRACTORS LL 227149 01/26/2023 20230224 122.82
CHECK 481388 TOTAL: 122.82
481389 02/24/2023 PRTD 139752 CTI/USA INC 400706 12/22/2022 20230224 1,961.00
CHECK 481389 TOTAL: 1,961.00
481390 02/24/2023 PRTD 101103 WW GRAINGER 9583646162 01/24/2023 20230224 136.42
WW GRAINGER 9584473095 01/24/2023 20230224 34.48
WW GRAINGER 9588000761 01/26/2023 20230224 149.74
WW GRAINGER 9588642778 01/27/2023 20230224 16.86
CHECK 481390 TOTAL: 337.50
481391 02/24/2023 PRTD 151286 GRAYSHIFT LLC INV02087 01/19/2023 20230224 16,865.00
CHECK 481391 TOTAL: 16,865.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 12
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481392 02/24/2023 PRTD 160626 WORLDVIEW PRODUCTIONS 23EP0312 02/20/2023 20230224 200.00
CHECK 481392 TOTAL: 200.00
481393 02/24/2023 PRTD 100788 H & L MESABI COMPANY 11355 01/24/2023 20230224 5,964.00
CHECK 481393 TOTAL: 5,964.00
481394 02/24/2023 PRTD 137831 TRUSTEES OF THE HAMLINE UNIVERSIT CIV-1560 01/30/2023 20230224 414.00
CHECK 481394 TOTAL: 414.00
481395 02/24/2023 PRTD 151168 HAMMER SPORTS LLC 3116 01/29/2023 20230224 364.00
CHECK 481395 TOTAL: 364.00
481396 02/24/2023 PRTD 130116 HARRIS ST PAUL INC SRVCE000000017221 01/29/2023 20230224 900.29
CHECK 481396 TOTAL: 900.29
481397 02/24/2023 PRTD 100798 HAYDEN-MURPHY EQUIPMENT COMPANY W0438001 01/26/2023 20230224 2,510.08
CHECK 481397 TOTAL: 2,510.08
481398 02/24/2023 PRTD 104375 HOHENSTEINS INC 580783 02/07/2023 20230224 -27.75
HOHENSTEINS INC 580782 02/07/2023 20230224 2,059.80
HOHENSTEINS INC 580780 02/07/2023 20230224 1,327.90
HOHENSTEINS INC 580781 02/07/2023 20230224 81.00
HOHENSTEINS INC 580779 02/07/2023 20230224 1,390.50
CHECK 481398 TOTAL: 4,831.45
481399 02/24/2023 PRTD 160239 HUEBSCH LAUNDRY CO 20204288 01/30/2023 20230224 208.38
CHECK 481399 TOTAL: 208.38
481400 02/24/2023 PRTD 160628 HYDRA POWER HYDRAULICS 24860 01/25/2023 20230224 197.78
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 13
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481400 TOTAL: 197.78
481401 02/24/2023 PRTD 129508 IMPACT MAILING OF MINNESOTA INC 204547 01/24/2023 20230224 11,504.48
IMPACT MAILING OF MINNESOTA INC 204154 01/30/2023 20230224 2,018.64
CHECK 481401 TOTAL: 13,523.12
481402 02/24/2023 PRTD 122079 EDINA HIGH SCHOOL 21009 01/30/2023 20230224 150.00
CHECK 481402 TOTAL: 150.00
481403 02/24/2023 PRTD 146407 INGCO INTERNATIONAL 603259 01/27/2023 20230224 1,000.00
CHECK 481403 TOTAL: 1,000.00
481404 02/24/2023 PRTD 100828 JERRY'S ENTERPRISES INC UTILITIES-01/2023 01/25/2023 20230224 226.97
JERRY'S ENTERPRISES INC GOLF-01/2023 01/25/2023 20230224 42.97
JERRY'S ENTERPRISES INC FIRE-01/2023 01/25/2023 20230224 64.62
JERRY'S ENTERPRISES INC POLICE-01/2023 01/25/2023 20230224 2.69
JERRY'S ENTERPRISES INC EQUIP OPS-01/2023 01/25/2023 20230224 33.29
JERRY'S ENTERPRISES INC ELEC-01/2023 01/25/2023 20230224 231.26
JERRY'S ENTERPRISES INC EQUIP OPS-09/2022-1 02/08/2023 20230224 3.94
CHECK 481404 TOTAL: 605.74
481405 02/24/2023 PRTD 100828 JERRY'S ENTERPRISES INC 92407 01/30/2023 20230224 370.00
CHECK 481405 TOTAL: 370.00
481406 02/24/2023 PRTD 100835 ARTISAN BEER COMPANY 3586328 02/09/2023 20230224 249.30
ARTISAN BEER COMPANY 3586329 02/09/2023 20230224 1,050.65
ARTISAN BEER COMPANY 3586330 02/09/2023 20230224 3,900.60
ARTISAN BEER COMPANY 3586445 02/09/2023 20230224 104.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 14
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481406 TOTAL: 5,304.55
481407 02/24/2023 PRTD 100835 PHILLIPS WINE & SPIRITS 6539136 02/03/2023 20230224 1,034.80
PHILLIPS WINE & SPIRITS 6542598 02/09/2023 20230224 648.11
PHILLIPS WINE & SPIRITS 6542597 02/09/2023 20230224 1,212.76
PHILLIPS WINE & SPIRITS 6542600 02/09/2023 20230224 1,809.86
PHILLIPS WINE & SPIRITS 6542601 02/09/2023 20230224 2,604.85
PHILLIPS WINE & SPIRITS 6542599 02/09/2023 20230224 162.70
PHILLIPS WINE & SPIRITS 6542604 02/09/2023 20230224 39.15
PHILLIPS WINE & SPIRITS 6542605 02/09/2023 20230224 923.19
CHECK 481407 TOTAL: 8,435.42
481408 02/24/2023 PRTD 100835 WINE MERCHANTS 7415393 02/09/2023 20230224 1,402.79
WINE MERCHANTS 7415394 02/09/2023 20230224 2,680.90
WINE MERCHANTS 7415395 02/09/2023 20230224 1,869.48
CHECK 481408 TOTAL: 5,953.17
481409 02/24/2023 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2232031 02/03/2023 20230224 2,204.71
JOHNSON BROTHERS LIQUOR CO 2232032 02/03/2023 20230224 989.85
JOHNSON BROTHERS LIQUOR CO 2236335 02/09/2023 20230224 2,972.60
JOHNSON BROTHERS LIQUOR CO 2236343 02/09/2023 20230224 552.16
JOHNSON BROTHERS LIQUOR CO 2236336 02/09/2023 20230224 146.28
JOHNSON BROTHERS LIQUOR CO 2236339 02/09/2023 20230224 426.75
JOHNSON BROTHERS LIQUOR CO 2236340 02/09/2023 20230224 81.35
JOHNSON BROTHERS LIQUOR CO 2236337 02/09/2023 20230224 221.31
JOHNSON BROTHERS LIQUOR CO 2236338 02/09/2023 20230224 109.35
JOHNSON BROTHERS LIQUOR CO 2236342 02/09/2023 20230224 495.05
JOHNSON BROTHERS LIQUOR CO 2236350 02/09/2023 20230224 431.14
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 15
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
JOHNSON BROTHERS LIQUOR CO 2236346 02/09/2023 20230224 664.15
JOHNSON BROTHERS LIQUOR CO 2236349 02/09/2023 20230224 742.44
JOHNSON BROTHERS LIQUOR CO 2236334 02/09/2023 20230224 .11
JOHNSON BROTHERS LIQUOR CO 2236348 02/09/2023 20230224 488.10
JOHNSON BROTHERS LIQUOR CO 2236347 02/09/2023 20230224 426.75
JOHNSON BROTHERS LIQUOR CO 2236351 02/09/2023 20230224 701.50
JOHNSON BROTHERS LIQUOR CO 2236345 02/09/2023 20230224 1,106.38
JOHNSON BROTHERS LIQUOR CO 2236355 02/09/2023 20230224 736.54
JOHNSON BROTHERS LIQUOR CO 2236357 02/09/2023 20230224 325.40
JOHNSON BROTHERS LIQUOR CO 2236341 02/09/2023 20230224 1.35
JOHNSON BROTHERS LIQUOR CO 2236358 02/09/2023 20230224 527.05
JOHNSON BROTHERS LIQUOR CO 2236360 02/09/2023 20230224 729.86
JOHNSON BROTHERS LIQUOR CO 2236333 02/09/2023 20230224 1,591.75
JOHNSON BROTHERS LIQUOR CO 2236356 02/09/2023 20230224 453.90
JOHNSON BROTHERS LIQUOR CO 2236359 02/09/2023 20230224 259.06
CHECK 481409 TOTAL: 17,384.89
481410 02/24/2023 PRTD 100835 ORIGIN WINE AND SPIRITS 0020552 02/09/2023 20230224 81.35
CHECK 481410 TOTAL: 81.35
481411 02/24/2023 PRTD 130789 KATZ, DAVID 1269 01/30/2023 20230224 272.00
CHECK 481411 TOTAL: 272.00
481412 02/24/2023 PRTD 116776 JASPERSEN ENTERPRISES INC 000092 01/09/2023 20230224 94.00
CHECK 481412 TOTAL: 94.00
481413 02/24/2023 PRTD 151024 LA DONA SBC 6131 02/08/2023 20230224 80.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 16
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481413 TOTAL: 80.00
481414 02/24/2023 PRTD 100852 LAWSON PRODUCTS INC 9310301678 01/28/2023 20230224 2,066.38
LAWSON PRODUCTS INC 9310303958 01/30/2023 20230224 34.84
CHECK 481414 TOTAL: 2,101.22
481415 02/24/2023 PRTD 135867 LIBATION PROJECT 54894 02/07/2023 20230224 479.96
LIBATION PROJECT 54895 02/07/2023 20230224 130.04
LIBATION PROJECT 54896 02/07/2023 20230224 137.96
CHECK 481415 TOTAL: 747.96
481416 02/24/2023 PRTD 106301 LOFFLER COMPANIES INC 4255757 01/25/2023 20230224 199.00
LOFFLER COMPANIES INC 4257804 01/27/2023 20230224 680.50
CHECK 481416 TOTAL: 879.50
481417 02/24/2023 PRTD 101078 LUBE-TECH ESI 3128688 02/03/2023 20230224 2,475.52
CHECK 481417 TOTAL: 2,475.52
481418 02/24/2023 PRTD 160548 LUCE LINE BREWING CO LLC E-1218 02/09/2023 20230224 130.00
CHECK 481418 TOTAL: 130.00
481419 02/24/2023 PRTD 141916 LUPULIN BREWING COMPANY 51121 02/09/2023 20230224 138.00
LUPULIN BREWING COMPANY 51120 02/08/2023 20230224 138.00
CHECK 481419 TOTAL: 276.00
481420 02/24/2023 PRTD 123848 LVC COMPANIES INC 104933 01/16/2023 20230224 440.00
LVC COMPANIES INC 106520 01/30/2023 20230224 3,626.03
CHECK 481420 TOTAL: 4,066.03
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 17
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481421 02/24/2023 PRTD 100864 MACQUEEN EQUIPMENT LLC P47130 01/25/2023 20230224 1,943.06
MACQUEEN EQUIPMENT LLC P47156 01/26/2023 20230224 322.92
CHECK 481421 TOTAL: 2,265.98
481422 02/24/2023 PRTD 134063 MANSFIELD OIL COMPANY 23989591 02/07/2023 20230224 1,076.93
MANSFIELD OIL COMPANY 23989590 02/07/2023 20230224 552.65
CHECK 481422 TOTAL: 1,629.58
481423 02/24/2023 PRTD 122878 MARTTI, DOROTHEA J 278 01/27/2023 20230224 165.00
CHECK 481423 TOTAL: 165.00
481424 02/24/2023 PRTD 101425 MASTER ELECTRIC CO INC SD43800 12/31/2022 20230224 9,450.00
MASTER ELECTRIC CO INC SD43801 12/31/2022 20230224 9,940.00
CHECK 481424 TOTAL: 19,390.00
481425 02/24/2023 PRTD 122554 MATHESON TRI-GAS INC 0027085725 01/25/2023 20230224 538.61
CHECK 481425 TOTAL: 538.61
481426 02/24/2023 PRTD 141215 MAVERICK WINE LLC INV923405 02/07/2023 20230224 137.46
MAVERICK WINE LLC INV923403 02/07/2023 20230224 553.50
MAVERICK WINE LLC INV923443 02/07/2023 20230224 305.52
MAVERICK WINE LLC INV923401 02/07/2023 20230224 177.54
CHECK 481426 TOTAL: 1,174.02
481427 02/24/2023 PRTD 101483 MENARDS 75647 01/24/2023 20230224 244.59
MENARDS 75641 01/24/2023 20230224 147.20
MENARDS 75653 01/24/2023 20230224 156.02
MENARDS 75704 01/25/2023 20230224 119.96
MENARDS 75737 01/25/2023 20230224 2.88
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 18
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
MENARDS 75779 01/26/2023 20230224 35.07
MENARDS 75763 01/26/2023 20230224 179.97
MENARDS 75817 01/27/2023 20230224 89.75
CHECK 481427 TOTAL: 975.44
481428 02/24/2023 PRTD 102507 METRO VOLLEYBALL OFFICIALS ASSOCI 1746 01/24/2023 20230224 476.00
CHECK 481428 TOTAL: 476.00
481429 02/24/2023 PRTD 102729 METROPOLITAN FORD LLC 419816 01/19/2023 20230224 199.95
METROPOLITAN FORD LLC 530541 12/30/2022 20230224 1,227.56
CHECK 481429 TOTAL: 1,427.51
481430 02/24/2023 PRTD 122201 MILLER TOWING INC 287102 01/17/2023 20230224 500.00
CHECK 481430 TOTAL: 500.00
481431 02/24/2023 PRTD 136248 MINNESOTA EQUIPMENT INC P89190 01/24/2023 20230224 320.82
MINNESOTA EQUIPMENT INC R44243 11/09/2022 20230224 378.85
CHECK 481431 TOTAL: 699.67
481432 02/24/2023 PRTD 140955 MODIST BREWING LLC E-38597 02/07/2023 20230224 221.00
CHECK 481432 TOTAL: 221.00
481433 02/24/2023 PRTD 100906 MTI DISTRIBUTING INC 1364290-00 01/25/2023 20230224 427.12
CHECK 481433 TOTAL: 427.12
481434 02/24/2023 PRTD 100683 CHEMSEARCH 8096150 01/24/2023 20230224 815.06
CHECK 481434 TOTAL: 815.06
481435 02/24/2023 PRTD 106662 NET LITIN DISTRIBUTORS 691915 01/26/2023 20230224 3,035.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 19
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481435 TOTAL: 3,035.00
481436 02/24/2023 PRTD 100076 NEW FRANCE WINE CO 200249 02/08/2023 20230224 732.50
NEW FRANCE WINE CO 200250 02/08/2023 20230224 138.50
NEW FRANCE WINE CO 200251 02/08/2023 20230224 339.50
CHECK 481436 TOTAL: 1,210.50
481437 02/24/2023 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 55202 01/24/2023 20230224 219.76
NORTHERN SAFETY TECHNOLOGY INC 55217 01/26/2023 20230224 234.32
CHECK 481437 TOTAL: 454.08
481438 02/24/2023 PRTD 139023 NUSS TRUCK GROUP INC 7197460P 07/12/2022 20230224 2,677.58
NUSS TRUCK GROUP INC 7197764P 12/13/2022 20230224 15,662.75
CHECK 481438 TOTAL: 18,340.33
481439 02/24/2023 PRTD 160385 ODP BUSINESS SOLUTIONS LLC 289424014001 01/24/2023 20230224 56.98
CHECK 481439 TOTAL: 56.98
481440 02/24/2023 PRTD 141965 OMNI BREWING COMPANY LLC E-13128 02/08/2023 20230224 150.00
CHECK 481440 TOTAL: 150.00
481441 02/24/2023 PRTD 999999 CRONIN, CLARE 325827-REISSUE 12/30/2022 20230224 203.50
CHECK 481441 TOTAL: 203.50
481442 02/24/2023 PRTD 999999 CRONIN, CLARE 326095-REISSUE 12/30/2022 20230224 22.20
CHECK 481442 TOTAL: 22.20
481443 02/24/2023 PRTD 999999 FERNANDEZ, KYLE 324917-REISSUE 12/30/2022 20230224 25.00
CHECK 481443 TOTAL: 25.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 20
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481444 02/24/2023 PRTD 999999 GORMAN, JASON 325597-REISSUE 12/30/2022 20230224 229.15
CHECK 481444 TOTAL: 229.15
481445 02/24/2023 PRTD 999999 GREATER TWIN CITY UNITED WAY 2-REISSUE 12/30/2022 20230224 261.00
CHECK 481445 TOTAL: 261.00
481446 02/24/2023 PRTD 999999 HELLIE, CHRISTOPHER 325679-REISSUE 12/30/2022 20230224 16.50
CHECK 481446 TOTAL: 16.50
481447 02/24/2023 PRTD 999999 HROMADA, SARAH 326016-REISSUE 12/30/2022 20230224 170.50
CHECK 481447 TOTAL: 170.50
481448 02/24/2023 PRTD 999999 HROMADA, SARAH 326216-REISSUE 12/30/2022 20230224 159.50
CHECK 481448 TOTAL: 159.50
481449 02/24/2023 PRTD 999999 HYLOK, ERIC 325687-REISSUE 12/30/2022 20230224 44.00
CHECK 481449 TOTAL: 44.00
481450 02/24/2023 PRTD 999999 LIFE INSURANCE COMPANY OF NORTH A 13-REISSUE 12/30/2022 20230224 2,489.86
CHECK 481450 TOTAL: 2,489.86
481451 02/24/2023 PRTD 999999 NYS, NANETTE 325708-REISSUE 12/30/2022 20230224 11.00
CHECK 481451 TOTAL: 11.00
481452 02/24/2023 PRTD 999999 ROBLES, GIL 325263-REISSUE 12/30/2022 20230224 195.25
CHECK 481452 TOTAL: 195.25
481453 02/24/2023 PRTD 999999 SAWYER, JAMISON 324942-REISSUE 12/30/2022 20230224 350.70
CHECK 481453 TOTAL: 350.70
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 21
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481454 02/24/2023 PRTD 999999 SHILTS, ABIGAIL 325269-REISSUE 12/30/2022 20230224 209.00
CHECK 481454 TOTAL: 209.00
481455 02/24/2023 PRTD 999995 Superior Contracting Inc ED201348-REFUND 02/16/2023 20230224 2,500.00
CHECK 481455 TOTAL: 2,500.00
481456 02/24/2023 PRTD 999994 Bassi, Glynne 250045231 02/06/2023 20230224 880.00
CHECK 481456 TOTAL: 880.00
481457 02/24/2023 PRTD 999994 CRYSTAL KITCHEN CENTER ED203298-REFUND 02/22/2023 20230224 150.00
CHECK 481457 TOTAL: 150.00
481458 02/24/2023 PRTD 999994 Rosti Construction 650545-9524925527 02/15/2023 20230224 947.97
CHECK 481458 TOTAL: 947.97
481459 02/24/2023 PRTD 999994 Vogl LLC ED203108-REFUND 02/16/2023 20230224 250.00
CHECK 481459 TOTAL: 250.00
481460 02/24/2023 PRTD 999996 Carter, Paige 49560239-REFUND 02/09/2023 20230224 118.00
CHECK 481460 TOTAL: 118.00
481461 02/24/2023 PRTD 999996 Olochlainn, Danielle 49558135-REFUND 02/09/2023 20230224 80.00
CHECK 481461 TOTAL: 80.00
481462 02/24/2023 PRTD 999996 Suchar, Lisa 49279138-REFUND 02/01/2023 20230224 150.00
CHECK 481462 TOTAL: 150.00
481463 02/24/2023 PRTD 999997 Jerstad, Rachel 00129250-2/23/23 02/21/2023 20230224 198.24
CHECK 481463 TOTAL: 198.24
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 22
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481464 02/24/2023 PRTD 100944 PAUSTIS WINE COMPANY 192806 02/08/2023 20230224 384.20
PAUSTIS WINE COMPANY 192939 02/08/2023 20230224 2,333.10
PAUSTIS WINE COMPANY 192800 02/07/2023 20230224 946.00
CHECK 481464 TOTAL: 3,663.30
481465 02/24/2023 PRTD 100945 PEPSI-COLA COMPANY 49306360 02/06/2023 20230224 1,322.21
CHECK 481465 TOTAL: 1,322.21
481466 02/24/2023 PRTD 149249 PEQUOD DISTRIBUTING W-177891 02/09/2023 20230224 359.70
CHECK 481466 TOTAL: 359.70
481467 02/24/2023 PRTD 130174 PIONEER MANUFACTURING COMPANY INV868674 01/26/2023 20230224 497.95
CHECK 481467 TOTAL: 497.95
481468 02/24/2023 PRTD 143468 PORTAGE BREWING COMPANY 0031484 02/09/2023 20230224 357.00
PORTAGE BREWING COMPANY 0031485 02/07/2023 20230224 333.00
PORTAGE BREWING COMPANY 0031486 02/07/2023 20230224 427.50
CHECK 481468 TOTAL: 1,117.50
481469 02/24/2023 PRTD 105690 PRO-TEC DESIGN INC 108345 01/25/2023 20230224 19,439.00
PRO-TEC DESIGN INC 108346 01/25/2023 20230224 17,770.00
CHECK 481469 TOTAL: 37,209.00
481470 02/24/2023 PRTD 106322 SCHENCK, DAVID 160384 01/25/2023 20230224 443.08
CHECK 481470 TOTAL: 443.08
481471 02/24/2023 PRTD 143618 PRYES BREWING COMPANY LLC W-49934 02/03/2023 20230224 423.00
PRYES BREWING COMPANY LLC W-50259 02/09/2023 20230224 160.00
PRYES BREWING COMPANY LLC W-50260 02/09/2023 20230224 1,542.00
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 23
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
PRYES BREWING COMPANY LLC W-50261 02/09/2023 20230224 552.00
CHECK 481471 TOTAL: 2,677.00
481472 02/24/2023 PRTD 100972 R & R SPECIALTIES INC 0077978-IN 01/24/2023 20230224 765.20
CHECK 481472 TOTAL: 765.20
481473 02/24/2023 PRTD 160612 RJ KOOL MIDWEST SOI0200522 01/24/2023 20230224 1,088.36
CHECK 481473 TOTAL: 1,088.36
481474 02/24/2023 PRTD 101659 ORKIN 236876164 01/24/2023 20230224 45.00
ORKIN 236876160 01/24/2023 20230224 30.00
ORKIN 236876153 01/24/2023 20230224 30.00
ORKIN 236875999 01/24/2023 20230224 32.10
ORKIN 236876159 01/24/2023 20230224 30.00
ORKIN 236876156 01/24/2023 20230224 30.00
ORKIN 236876163 01/24/2023 20230224 45.00
ORKIN 236876152 01/24/2023 20230224 30.00
ORKIN 236876166 01/24/2023 20230224 60.00
ORKIN 236876154 01/24/2023 20230224 30.00
ORKIN 236876157 01/24/2023 20230224 30.00
ORKIN 236876165 01/24/2023 20230224 45.00
ORKIN 236876000 01/24/2023 20230224 63.00
ORKIN 236876161 01/24/2023 20230224 30.00
ORKIN 236876155 01/24/2023 20230224 30.00
ORKIN 236876162 01/24/2023 20230224 30.00
ORKIN 236876158 01/24/2023 20230224 30.00
CHECK 481474 TOTAL: 620.10
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 24
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481475 02/24/2023 PRTD 127639 MIDWAY FORD COMPANY 755668 01/25/2023 20230224 136.86
MIDWAY FORD COMPANY 755609 01/26/2023 20230224 59.95
CHECK 481475 TOTAL: 196.81
481476 02/24/2023 PRTD 100988 SAFETY KLEEN SYSTEMS INC R002884291 01/27/2023 20230224 124.21
CHECK 481476 TOTAL: 124.21
481477 02/24/2023 PRTD 141332 SOUTH TOWN REFRIGERATION INC W83803 01/24/2023 20230224 2,611.25
CHECK 481477 TOTAL: 2,611.25
481478 02/24/2023 PRTD 132210 RUSCIANO GROUP INC 69201 01/30/2023 20230224 3,020.00
RUSCIANO GROUP INC 69202 01/30/2023 20230224 350.00
RUSCIANO GROUP INC 69203 01/30/2023 20230224 350.00
CHECK 481478 TOTAL: 3,720.00
481479 02/24/2023 PRTD 103409 KELBRO COMPANY 2859902 02/09/2023 20230224 136.65
CHECK 481479 TOTAL: 136.65
481480 02/24/2023 PRTD 160278 ROHN INDUSTRIES, INC 592182 01/20/2023 20230224 17.73
ROHN INDUSTRIES, INC 592181 01/20/2023 20230224 17.73
ROHN INDUSTRIES, INC 592453 01/25/2023 20230224 24.54
CHECK 481480 TOTAL: 60.00
481481 02/24/2023 PRTD 120784 WALSH GRAPHICS INC 17932 01/24/2023 20230224 67.64
WALSH GRAPHICS INC 17955 01/25/2023 20230224 185.00
WALSH GRAPHICS INC 17952 01/30/2023 20230224 509.68
CHECK 481481 TOTAL: 762.32
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 25
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481482 02/24/2023 PRTD 132195 SMALL LOT MN MN61841 02/07/2023 20230224 333.08
CHECK 481482 TOTAL: 333.08
481483 02/24/2023 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 5094047 02/03/2023 20230224 224.80
SOUTHERN GLAZERS WINE & SPIRITS L 2311635 02/08/2023 20230224 360.80
SOUTHERN GLAZERS WINE & SPIRITS L 2311631 02/08/2023 20230224 164.40
SOUTHERN GLAZERS WINE & SPIRITS L 2311630 02/08/2023 20230224 2,239.45
SOUTHERN GLAZERS WINE & SPIRITS L 2311632 02/08/2023 20230224 264.80
SOUTHERN GLAZERS WINE & SPIRITS L 2311633 02/08/2023 20230224 228.80
SOUTHERN GLAZERS WINE & SPIRITS L 2311629 02/08/2023 20230224 464.36
SOUTHERN GLAZERS WINE & SPIRITS L 2311634 02/08/2023 20230224 26.80
SOUTHERN GLAZERS WINE & SPIRITS L 2304623 01/18/2023 20230224 1,673.60
SOUTHERN GLAZERS WINE & SPIRITS L 2311636 02/08/2023 20230224 561.16
SOUTHERN GLAZERS WINE & SPIRITS L 2311640 02/08/2023 20230224 2,201.66
SOUTHERN GLAZERS WINE & SPIRITS L 2311639 02/08/2023 20230224 423.71
SOUTHERN GLAZERS WINE & SPIRITS L 2311637 02/08/2023 20230224 3,811.60
SOUTHERN GLAZERS WINE & SPIRITS L 2311638 02/08/2023 20230224 2,569.71
SOUTHERN GLAZERS WINE & SPIRITS L 2311644 02/08/2023 20230224 1,653.26
SOUTHERN GLAZERS WINE & SPIRITS L 2311643 02/08/2023 20230224 1,543.75
SOUTHERN GLAZERS WINE & SPIRITS L 2311641 02/08/2023 20230224 270.76
SOUTHERN GLAZERS WINE & SPIRITS L 2311645 02/08/2023 20230224 228.00
SOUTHERN GLAZERS WINE & SPIRITS L 2311646 02/08/2023 20230224 3,274.40
SOUTHERN GLAZERS WINE & SPIRITS L 2311642 02/08/2023 20230224 1,018.40
CHECK 481483 TOTAL: 23,204.22
481484 02/24/2023 PRTD 101004 SPS COMPANIES INC S4754578.001 02/02/2023 20230224 130.11
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 26
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481484 TOTAL: 130.11
481485 02/24/2023 PRTD 139006 MN DEPT OF LABOR AND INDUSTRY ABR0301277X 01/28/2023 20230224 20.00
CHECK 481485 TOTAL: 20.00
481486 02/24/2023 PRTD 139006 MN DEPT OF LABOR AND INDUSTRY ALR0143739X 01/28/2023 20230224 100.00
CHECK 481486 TOTAL: 100.00
481487 02/24/2023 PRTD 133068 STEEL TOE BREWING LLC 48953 02/06/2023 20230224 105.00
STEEL TOE BREWING LLC 48956 02/06/2023 20230224 204.00
STEEL TOE BREWING LLC 48955 02/06/2023 20230224 105.00
CHECK 481487 TOTAL: 414.00
481488 02/24/2023 PRTD 101015 STREICHERS INC I1612756 01/23/2023 20230224 82.00
STREICHERS INC I1612757 01/23/2023 20230224 104.99
STREICHERS INC I1612759 01/23/2023 20230224 84.99
STREICHERS INC I1612879 01/24/2023 20230224 189.99
STREICHERS INC I1614076 01/30/2023 20230224 229.99
CHECK 481488 TOTAL: 691.96
481489 02/24/2023 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10192345 01/26/2023 20230224 1,560.00
SUBURBAN TIRE WHOLESALE INC 10192363 01/26/2023 20230224 -318.14
SUBURBAN TIRE WHOLESALE INC 10192383 01/30/2023 20230224 752.00
CHECK 481489 TOTAL: 1,993.86
481490 02/24/2023 PRTD 142259 SUNBELT RENTALS INC 134613323-0001 01/19/2023 20230224 1,469.40
CHECK 481490 TOTAL: 1,469.40
481491 02/24/2023 PRTD 119864 SYSCO MINNESOTA INC 447459170 01/26/2023 20230224 555.02
SYSCO MINNESOTA INC 447411849 12/29/2022 20230224 814.11
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 27
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481491 TOTAL: 1,369.13
481492 02/24/2023 PRTD 141589 TARGET SOLUTIONS LEARNING LLC INV64988 01/01/2023 20230224 5,557.00
CHECK 481492 TOTAL: 5,557.00
481493 02/24/2023 PRTD 146870 TERRY'S HARDWARE 323192/1 01/23/2023 20230224 447.98
CHECK 481493 TOTAL: 447.98
481494 02/24/2023 PRTD 101038 TOLL COMPANY 10496642 01/25/2023 20230224 116.52
TOLL COMPANY 10496735 01/26/2023 20230224 108.54
CHECK 481494 TOTAL: 225.06
481495 02/24/2023 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC 22351 01/25/2023 20230224 3,136.00
CHECK 481495 TOTAL: 3,136.00
481496 02/24/2023 PRTD 160286 TOWN TALK MFG CO INC 520863 01/27/2023 20230224 358.26
CHECK 481496 TOTAL: 358.26
481497 02/24/2023 PRTD 101360 TWIN CITY HARDWARE COMPANY INC PSI2169160 01/24/2023 20230224 565.00
CHECK 481497 TOTAL: 565.00
481498 02/24/2023 PRTD 146436 TYLER TECHNOLOGIES INC 025-410593 01/25/2023 20230224 4,681.25
TYLER TECHNOLOGIES INC 045-407440 01/25/2023 20230224 3,780.00
CHECK 481498 TOTAL: 8,461.25
481499 02/24/2023 PRTD 143184 US DIGITAL DESIGNS INC 5262567541 01/30/2023 22200118 20230224 9,798.88
US DIGITAL DESIGNS INC 5262567543 01/30/2023 22300004 20230224 9,798.88
CHECK 481499 TOTAL: 19,597.76
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 28
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481500 02/24/2023 PRTD 100050 USPS 690427 02/21/2023 20230224 5,288.18
CHECK 481500 TOTAL: 5,288.18
481501 02/24/2023 PRTD 101058 VAN PAPER COMPANY 025471 01/26/2023 20230224 66.79
VAN PAPER COMPANY 025647 01/30/2023 20230224 1,183.78
CHECK 481501 TOTAL: 1,250.57
481502 02/24/2023 PRTD 144209 VENN BREWING COMPANY LLC 3849 02/08/2023 20230224 325.50
VENN BREWING COMPANY LLC 3848 02/08/2023 20230224 39.00
CHECK 481502 TOTAL: 364.50
481503 02/24/2023 PRTD 119454 VINOCOPIA INC 0323441-IN 02/09/2023 20230224 379.75
VINOCOPIA INC 0323442-IN 02/09/2023 20230224 145.25
VINOCOPIA INC 0323447-IN 02/09/2023 20230224 127.50
VINOCOPIA INC 0323445-IN 02/09/2023 20230224 872.75
VINOCOPIA INC 0323446-IN 02/09/2023 20230224 184.58
VINOCOPIA INC 0323449-IN 02/09/2023 20230224 312.08
VINOCOPIA INC 0323448-IN 02/09/2023 20230224 1,384.25
CHECK 481503 TOTAL: 3,406.16
481504 02/24/2023 PRTD 120627 VISTAR 67166282 01/27/2023 20230224 477.89
CHECK 481504 TOTAL: 477.89
481505 02/24/2023 PRTD 151681 WALKER LAWN CARE INC 8989 01/24/2023 20230224 4,350.00
CHECK 481505 TOTAL: 4,350.00
481506 02/24/2023 PRTD 103088 WASTE MANAGEMENT OF WI-MN 0100228-2808-0 02/02/2023 20230224 4,841.35
WASTE MANAGEMENT OF WI-MN 8855727-2282-9 02/03/2023 20230224 2,653.41
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 29
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
CHECK 481506 TOTAL: 7,494.76
481507 02/24/2023 PRTD 130574 WATSON COMPANY 131609 01/30/2023 20230224 290.06
CHECK 481507 TOTAL: 290.06
481508 02/24/2023 PRTD 101033 WINE COMPANY 227392 02/08/2023 20230224 1,126.00
WINE COMPANY 227391 02/08/2023 20230224 240.00
WINE COMPANY 227390 02/08/2023 20230224 1,769.00
WINE COMPANY 227389 02/08/2023 20230224 340.00
WINE COMPANY 227388 02/08/2023 20230224 1,054.00
WINE COMPANY 227387 02/08/2023 20230224 340.00
CHECK 481508 TOTAL: 4,869.00
481509 02/24/2023 PRTD 144412 WINEBOW MN00126098 02/07/2023 20230224 909.92
WINEBOW MN00126125 02/07/2023 20230224 297.00
WINEBOW MN00126126 02/07/2023 20230224 126.00
WINEBOW MN00126101 02/07/2023 20230224 956.88
CHECK 481509 TOTAL: 2,289.80
481510 02/24/2023 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 4045 02/09/2023 20230224 272.40
CHECK 481510 TOTAL: 272.40
481511 02/24/2023 PRTD 160299 WOODEN SHIP BREWING COMPANY 000316 02/09/2023 20230224 310.80
WOODEN SHIP BREWING COMPANY 000317 02/09/2023 20230224 67.20
CHECK 481511 TOTAL: 378.00
481512 02/24/2023 PRTD 127774 WORLDWIDE CELLARS INC R23-62680 02/08/2023 20230224 120.04
CHECK 481512 TOTAL: 120.04
City of Edina, MN
A/P CASH DISBURSEMENTS JOURNAL
Report generated: 02/24/2023 11:38User: STanGeilProgram ID: apcshdsb
Page 30
CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET
481513 02/24/2023 PRTD 105740 WSB & ASSOCIATES R-021930-000-1 01/24/2023 20230224 4,719.00
WSB & ASSOCIATES R-020157-000-6 01/31/2022 20230224 3,193.00
CHECK 481513 TOTAL: 7,912.00
NUMBER OF CHECKS 196 *** CASH ACCOUNT TOTAL *** 529,461.60
COUNT AMOUNT
TOTAL PRINTED CHECKS 196 529,461.60
*** GRAND TOTAL *** 529,461.60
Date: March 7, 2023 Agenda Item #: VI.C.
To:Mayor and City Council Item Type:
Request For Purchase
From:Ross Bintner P.E., Engineering Services Manager
Item Activity:
Subject:Request for Purchase: Professional Services for
Brook Drive Culvert Replacement
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve Request for Purchase for Professional Services for Brook Drive Culvert Replacement with Barr
Engineering for $145,300.
INTRODUCTION:
The Brook Drive crossing on Nine Mile Creek is in disrepair and needs replacement. The existing crossing
consists of two culverts. Erosion below the concrete encased riprap upstream of the culverts and bank erosion
downstream of the crossing has been observed. T he project goal is to replace the existing culverts with a box
culvert that provides equivalent conveyance capacity and could be modified in the future to increase the
conveyance capacity at Brook Drive.
ATTACHMENTS:
Description
Request for Purchase: Professional Services for Replacement of Brook Drive Culvert Replacement
Service Agreement
Request for Purchase
Requisition Number
1
CITY OF EDINA
4801 W 50th St., Edina, MN 55424
www.EdinaMN.gov | 952-927-8861 12300025
Department: Engineering
Buyer: Chad Millner
Date: 03/01/2023
Requisition Description: Professional Services Brook Dr Culvert Replacement
Vendor: BARR Engineering
Cost: $145,300.00
REPLACEMENT or NEW:REPLACEM - REPLACEMENT
PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT
DESCRIPTION:
This project rehabilitates storm sewer, sanitary sewer, retaining walls, and stream bank erosion adjacent to Nine Mile Creek and Brook Drive. Manholes and outlet structures are beginning to fail near the creek along
with erosion of the streambank.
BUDGET IMPACT:
This project is funded by the stormwater, sanitary sewer and water utility funds.
2
COMMUNITY IMPACT:
This project rehabilitates storm sewer, sanitary sewer, retaining walls, and stream bank erosion adjacent to
Nine Mile Creek and Brook Drive. Manholes and outlet structures are beginning to fail near the creek along
with erosion of the streambank.
ENVIRONMENTAL IMPACT:
NA Professional Service Contract
Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com
February 15, 2023
Ross Bintner
Engineering Department
City of Edina
7450 Metro Boulevard
Edina, MN 55439
Re: Proposal for Brook Drive Culvert Replacement
Dear Mr. Bintner:
This letter presents our proposed scope of services and associated cost estimate for providing services
related to final design for replacing the culverts below Brook Drive that provide conveyance for Nine Mile
Creek.
Project Understanding
The Brook Drive crossing on Nine Mile Creek is in disrepair and needs replacement. The existing crossing
consists of two culverts. Erosion below the concrete encased riprap upstream of the culverts and bank
erosion downstream of the crossing has been observed. We understand that the City would like to replace
the existing culverts with a box culvert that provides equivalent conveyance capacity and could be
modified in the future to increase the conveyance capacity at Brook Drive. Additional items requiring
maintenance have been documented by the City include replacing the storm sewer between manhole
6833 and the creek, increasing catch basin inlet capacity, lining the sanitary sewer pipes near the culvert
crossing, and replacing the existing railings and retaining wall at the outlet.
We understand City staff seeks to replace the current crossing with a culvert configuration that mitigates
potential for downstream erosion, promotes fish passage, will not adversely impact floodplain elevations
on residential property, and can be modified in the future to increase the conveyance capacity at Brook
Drive.
Background and Knowledge Base
Barr Engineering Co. (Barr) completed a wetland delineation and hydraulic evaluation of the crossing in
2022. For this proposed work, it is assumed that the 2022 analysis will be the basis for final design of
improvements to the crossing. The 2022 hydraulic evaluation utilized the NMCWD’s watershed-wide
model, and Barr assumes the same model will be used for final design and permitting of potential
modifications to the creek crossing.
Mr. Ross Bintner
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Project Scope of Work
Our proposed scope of work includes the following tasks.
Task 1: Project Initiation
Barr will participate in a project kickoff meeting with Edina staff to review the project’s scope and
schedule. Prior to the kickoff meeting, Barr will complete an existing data review and will be prepared to
discuss data gaps with the City.
We will create a client service plan based on input from City staff during our project kickoff meeting to
document City expectations and preferences. This plan will be a guide to all team members. Items
covered in the client service plan will include contact information for relevant team members,
communications preferences (communicating via telephone vs. email and at regular intervals or on an as-
needed basis), deliverable preferences, status report preferences (frequency, items to include, etc.), and
invoicing requirements.
Deliverable(s):
• List of data gaps and/or information need from City staff and/or other stakeholders to proceed
with the project.
• Meeting notes from project kickoff meeting.
• Final client service plan.
Assumptions:
• The project kickoff meeting will be held virtually and will be one hour in duration.
Task 2: Geotechnical Evaluation
Geotechnical Investigation: Barr understands the City will separately contract with a driller to perform
soil borings. Barr geotechnical staff will develop recommended project-specific investigation criteria for
performing soil borings. The criteria will include recommended boring locations, boring depths, sampling
type and intervals, and laboratory testing. Boring depths will be determined following guidance from the
MnDOT Geotechnical Manual, which recommends a minimum boring depth of 25 feet below the bottom
of box culverts. Barr will assist the City with coordinating the drilling and will be onsite during drilling. Barr
will review draft boring logs prepared by the driller and will recommend number and types of laboratory
testing. Barr assumes a soil boring data report that contains final boring logs and testing results will be
prepared by the driller and shared with Barr by the City.
Geotechnical Evaluation: Barr will perform geotechnical evaluations of the box culvert subgrade and
embankment slopes above the culvert, which are assumed to include one new cast-in-place concrete or
modular block retaining wall (to replace the existing timber retaining wall) along the downstream side of
Brook Drive. The evaluation will include seepage and global stability analysis of the retaining wall and
upstream embankment slope. Barr will develop geotechnical recommendations for final design of the
Mr. Ross Bintner
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culvert subgrade, embankment fill, retaining wall, road subgrade, and general drainage and construction.
Barr will prepare a geotechnical memorandum to summarize the evaluations and recommendations.
Modular Block Retaining Wall Considerations: Modular block walls are typically intended to be fully
drained structures – i.e. there will be no inundation or saturation of the backfill such that hydrostatic
forces act against the backside of the blocks and/or material migration (piping) occurs. The MnDOT
standard for these walls requires the maximum groundwater elevation to be below the bottom of the wall.
If inundating or saturating conditions are anticipated, it will be important to determine the “design
hydraulic event” that will govern the wall design. Before completing the geotechnical evaluation and
providing the geotechnical memorandum, Barr will meet with City staff to discuss the results of the
geotechnical investigation and potential risks associated with constructing modular block retaining walls
where they can be subjected to flowing hydraulic conditions. During the meeting with City staff, we will
also discuss alternative retaining wall options, such as a cast-in-place concrete wall, that could be
stamped to have a similar finish as the City’s large block modular block retaining wall but may be better
suited for locations subjected to flowing water or higher groundwater elevations.
Deliverable(s):
• Project-specific investigation criteria for soil borings.
• Recommended boring locations, depths, sampling type and intervals.
• Technical memorandum summarizing geotechnical evaluations and recommendations.
• Meeting with City staff to discuss concrete cast-in-place or modular block retaining wall.
Assumptions:
• Soil boring data report that contains final boring logs and testing results will be prepared by the
driller.
• Existing timber retaining wall on the downstream side of Brook Drive will be replaced with a cast-
in-place concrete or modular block retaining wall.
• Soil boring field work requires one day on site.
• Proposed culvert is conventionally supported on prepared subgrade.
Task 3: Utility and Public Involvement & Property Owner Coordination
Utility Coordination: Barr will contact franchise utilities that will be affected by modifications to the culvert
or improvements to City-owned utilities to discuss temporary relocation and/or support during
construction. Barr will meet with utility owners onsite to review project impacts and identify a plan for each
utility, which will be designed by each respective utility and submitted to the City for approval. Based on
Gopher State One Call (GSOC) files provided by the City for the feasibility study, Barr assumes that will be
limited to CenterPoint, Lumen/CenturyLink, and Xcel. We assume that no private utilities will be impacted
by proposed improvements, and that all existing utilities were included in existing conditions information
provided by the City as part of the feasibility study.
Mr. Ross Bintner
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Potholing of existing utilities is not provided as part of the scope of services and elevations of existing
utilities will be referenced from information provided by the City and utility companies. If potholing of
utilities is required, we assume that City staff will complete, or contract required potholing.
Public Involvement & Property Owner Coordination: Barr will attend up to two City Council meetings
or Public Informational Meetings with City staff. Barr will prepare up to three exhibits for each meeting to
illustrate proposed improvements, impacts to adjacent property, and access during construction. We
assume meetings will be in person at Edina City Hall.
Barr will schedule meetings with city staff and individual property owners that will be directly impacted
during construction (i.e., properties where construction extents or temporary contractor access may
extend into private property), to discuss the project, explain temporary impacts, site access needs, site
safety needs and gather information on items that may not have been captured in the survey information
provided by the City (i.e. presence of irrigation systems, invisible dog fences, etc…)
Temporary access during construction will be required from 6808 Brook Drive and 6817 Brook Drive. Barr
will provide information to support City coordination with property owners regarding temporary access
during construction. Barr assumes that discussions with property owners will be led by City staff and if
necessary, temporary access agreements will be prepared by the City. We assume that no permanent
easements or permanent property acquisition will be required.
Deliverable(s):
• Record of meetings and meeting notes with utility companies.
• Exhibits for City Council and Public Informational meetings.
• Meeting notes from discussions with Property Owners.
• Exhibits and anticipated construction schedule milestones to support access agreements with
Property Owners.
Assumptions:
• There are three franchise utilities that will be impacted, and no private utilities. All utility
information was provided to Barr as part of the survey data provided by the City.
• City will prepare agreement for temporary construction access to private property.
• City Council meetings and Public Informational Meetings will be in person at Edina City Hall.
• No permanent easements will be required for proposed improvements. Temporary access
agreements for construction will be required from 6808 Brook Drive and 6817 Brook Drive.
• Access agreements, if necessary, will be prepared by City staff and City attorney(s).
Task 4: Preparation of Final Design Documents
This task includes the development of plans as they relate to the culvert replacement, associated utility
improvements, retaining wall replacement, site work and channel stabilization. Barr assumes that the City’s
standard specifications will be used for the project and that final construction documents will not be
combined with another project.
Mr. Ross Bintner
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Barr understands that the City will facilitate the bidding process. Therefore, Barr’s scope includes preparation
of final design documents that City staff can use to solicit bids. The following items are anticipated as part
of this task:
• Brook Drive culvert will be a box culvert. The invert of the box culvert will be buried to facilitate fish
passage and meet FEMA No Rise requirements for the 100-year floodplain.
• The constructability of using sheet pile or a trench box during excavation to minimize the duration
of road closures will be reviewed; however, the Barr scope does not include design of the excavation
or retention system. Barr will include a specification requiring a submittal of the contractor designed
temporary excavation extents.
• The scope does not include detailed design for relocation of utilities. It is assumed that private
franchise utilities (electrical, gas, phone, fiber optics) located within the construction limits will either
be relocated under easement agreements between utility companies and the City or supported
during construction by the City. This scope does not include design for supporting private utilities
within the excavation during construction, if needed. This scope does not include design of any
temporary services during construction, if needed. Relocation will be coordinated by the City of
Edina during construction. However, layout drawings for affected Edina utilities (Storm, Sanitary
Sewer, and Water) and roadway rehabilitation will be provided based on available information.
Additionally, this proposal includes time for Barr to meet with the city and potentially impacted
utility representatives to discuss the proposed design and need for utility conflicts ahead of
construction in efforts to facilitate expedited utility adjustments.
• Catch basin spread calculations will not be completed. Additional inlet capacity will be provided to
facilitate conveyance of stormwater runoff from Brook Drive to the creek.
• Final design of the retaining wall will include calculations for internal stability, external stability,
global stability, and filter analysis. A project-specific wall design will be provided that includes plan
sheets and a technical specification.
• Drawings will incorporate a list of City of Edina Standard plates. Standard plates will not be included
on the drawings.
• Estimated quantities for each bid item will be shown on an estimated quantities sheet.
• Barr will submit 60-percent, 90-percent, and 100-percent plans for City review. Barr assumes that
City staff will provide comments within 2 weeks of each submittal.
• An estimated construction cost will be developed for 60-percent, 90-percent, and 100-percent plan
submittals.
• Drawings will be prepared using AutoCAD Civil 3D, and only PDF files will be included in plan
submittals.
• Barr anticipates the final plan set to consist of about 16 construction drawings, not including
drawings for standard plates or City details, consisting of the following:
o Title Sheet
o Estimated Quantities
o General Notes & Contacts
o City and MnDOT Standard Plates List
Mr. Ross Bintner
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o Details
o Temporary Traffic Control Plan and Details
o Erosion Control Plan and SWPPP Notes
o Existing Utility Plan
o Removals Plan
o Restoration Plans (roadway profile, sections, pavement types, grades and vegetation)
o Storm Sewer Plan & Profile
o Public Utility Plans for watermain and sanitary sewer improvements.
o Creek stabilization plans and details
o Retaining Wall Plan, Profile, Typical Section, and Miscellaneous Construction Details
• Barr assumes that plans will not be required for signage, pavement markings and lighting.
• Barr assumes that all existing pavements will be restored to match existing type, typical section,
location, and elevations, and that no pavement design is required. Pavement replacement will
follow City standard details.
• Barr assumes any dewatering, water control, temporary bypass of creek flows and stormwater,
groundwater, construction phasing and associated plans and details will be prepared by the
contractor. Barr will include requirements for dewatering plans, such that dewatering does not
impact upstream flood elevations. Barr assumes that the contractor will submit dewatering and
water control plans to the City for review prior to construction.
• Barr assumes that any temporary water management of creek flows and stormwater, including
temporary coffer dams will be designed by the contractor.
• The soils within the project area are assumed to not be contaminated or require special disposal or
handling procedures.
• Barr assumes that City of Edina standard specifications and front end documentation will be used.
• Barr assumes supplemental survey information required to complete the final design will be
collected by the City of Edina staff.
• Barr assumes one coordination meeting with Bolton and Menk, the City’s bridge review consultant
to review the 60-percent plans of the box culvert.
Deliverable(s):
• 60-, 90-, and 100-percent plans.
• 60-, 90-, and 100-percent opinion of probable construction costs.
• Technical specifications.
• Front End bidding documents.
Assumptions:
• Existing culverts will be replaced with a single concrete box culvert. A second concrete box culvert
will be installed and bulkheaded/plugged to allow for future conveyance of flows.
• Supplemental surveying will be provided by City.
Mr. Ross Bintner
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Task 5: Permitting
Several regulatory agencies may be involved in the planning and permitting of the project, including the
U.S. Army Corps of Engineers (USACE), MDNR, BWSR, Nine Mile Creek Watershed District (NMCWD), and
the City of Edina. This scope includes the following permitting subtasks:
• Permit identification and evaluation: We propose to contact the referenced agencies within one
month following authorization to proceed to discuss permitting requirements.
• Permit applications: Barr will prepare the following permit applications:
o MDNR work in public waters permit (submitted via MPARS online permitting system).
o Wetland Conservation Act (WCA) approval: Should the project include WCA-regulated
impacts (i.e., impacts above the OHWL where the DNR does not take jurisdiction), we will
submit the Minnesota Joint Permit Application Form to the LGU (NMCWD). This scope of
work assumes that WCA-regulated wetland impacts would be covered under a no-loss or
utilities exemption determination, and no compensatory mitigation will not be required.
o USACE Clean Water Act (CWA); it is anticipated that impacts to Nine Mile Creek will be
authorized by the USACE under Nationwide Permit 13 for bank stabilization and
Nationwide Permit 3 for maintenance. Barr will prepare a Joint Permit Application that will
be submitted to the USACE for modifications to the existing bridge.
o NMCWD: Barr will prepare and apply for approval from the NMCWD. We assume that
NMCWD will not require additional BMPs to mitigate peak discharge rates to the creek or
for providing volume reduction. Based on the scope of work as defined in Task 4, the
following NMCWD rules are assumed to be applicable to the project.
▪ Rule 2.0 Floodplain Management and Drainage Alterations: Rule 2.0 applies to
the project because grading, and culvert and shoreline improvements are
proposed below the 100-year flood elevation of Nine Mile Creek. To meet
NMCWD’s floodplain requirements, the project will provide compensatory
storage to offset any fill in the floodplain.
▪ Rule 3.0 Wetlands Management: Rule 3.0 applies to the project if WCA-regulated
wetlands are located downgradient from or disturbed by land-disturbing
activities. Barr will facilitate discussions regarding determination of jurisdictional
authority with regard to wetlands located above the OHWL. For activities within
WCA-regulated wetlands, Barr will submit a WCA application for a no-loss or
utilities-exemption to the LGU (NMCWD). Rule 3.0 indicates the wetland buffer
provisions of Rule 3.0 do not apply to wetlands disturbed by utility improvements
or repairs subject to a no-loss or utilities-exemption determination. Barr assumes
the wetland buffer provision will not apply but will evaluate wetland buffer
provision applicability following the issuance of the WCA Notice of Decision, as
applicable.
▪ Rule 5.0 Erosion and Sediment Control: Rule 5.0 applies to the project because
more than 50 cubic yards of material will be disturbed and 5,000 square feet or
Mr. Ross Bintner
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more of surface area is altered. Barr will prepare an erosion and sediment control
plan and if necessary, a Stormwater Pollution Prevention Plan (SWPPP) for the
project.
▪ Rule 6.0 Waterbody Crossings and Structures: Rule 6.0 applies to the project
because the drainage improvements include replacement of a crossing in contact
with Nine Mile Creek. To meet NMCWD’s requirements, Barr will demonstrate
that the culvert improvements will maintain adequate hydraulic capacity in the
system and assure no net increase in the 100-year flood stage of the creek.
▪ Rule 7.0 Shoreline and Streambank Improvements: Rule 7.0 applies to the project
because the project includes installation of shoreline improvements on a public
water. To meet the NMCWD’s requirements, Barr will evaluate the appropriate
sizing of shoreline stabilization measures, shoreline slope, and applicable criteria.
• Address agency comments: We will address comments from the agencies on the permit
applications. We assume that each agency will have one round of comments before accepting
permit applications as complete. Due to the uncertainty around volume and level of complexity of
agency comments, an allowance of 10 hours has been included in this scope to address agency
comments/questions related to permit applications. If response to agency questions exceeds 10
hours, the scope of work would need to be re-evaluated to accommodate additional time spent
responding to comments.
We assume that the following permits would be obtained by the City or contractor without the support of
Barr, if needed, following the submittal of final plans.
• Construction Stormwater General Permit from the Minnesota Pollution Control Agency (MPCA). If
needed, the contractor would obtain this permit after the city awards the project.
• MDNR Water appropriations permit: This permit may be required depending on construction
methods and the proposed construction water management plan. The contractor would apply for
and obtain this permit, if needed.
Deliverable(s):
• MDNR work in public waters permit application.
• Joint Permit Application.
• NMCWD permit application.
Assumptions:
• NMCWD permit assumptions:
o Rule 4.0 Stormwater Management: We assume the project qualifies as a linear project as
defined by the NMCWD’s rule for the proposed public improvements in a linear corridor.
For linear projects creating less than one (1) acre of new or additional impervious area (0
acres of net new impervious area is proposed to be created), the stormwater
Mr. Ross Bintner
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requirements do not apply. We assume the project will not require BMPs to provide rate
control, volume retention or water quality management.
o No NMCWD permit under Rules 6.0 or 7.0 is required for activities pursuant to a project-
specific permit from the MDNR. Barr will facilitate discussions regarding jurisdictional
authority over the culvert and streambank improvements within the public water for the
purpose of determining applicable NMCWD and/or MDNR rules. Barr assumes NMCWD
will exercise jurisdiction over the culvert and streambank improvements, and NMCWD
Rules 6.0 and 7.0 will apply.
o The existing roadway embankment will be reconstructed to match existing grades, and no
compensatory storage will be required.
Project Cost Estimate and Schedule
The total cost for the scope of work described above is $145,300. We propose to complete this work on a
time and expense basis. Barr will complete the proposed scope of work in accordance with the Master
Agreement for Professional Engineering Services. The following table summarizes the proposed cost and
schedule:
Table 1. Anticipated Task Order Budget and Completion
Task Anticipated Budget
Anticipated Completion
Following Authorization
to Proceed
Authorization to Proceed - March, 2023
Task 1. Project Initiation $2,300 March, 2023
Task 2. Geotechnical Evaluation $26,300 July 2023
Task 3. Utility and Public Involvement & Property
Owner Coordination $8,900 August 2023
Task 4. Preparation of Final Design Documents $91,000 November 2023
Task 5. Permitting $16,800 November 2023
TOTAL $145,300
We appreciate the opportunity to continue providing engineering services to the City of Edina and look
forward to working with you on this project. If the proposed scope of services is satisfactory, please sign a
copy of this letter in the space provided and return it to us. If you have any questions about the scope of
services, please contact Brandon Barnes (952-832-2737, bbarnes@barr.com).
(signature page follows)
Mr. Ross Bintner
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Sincerely yours,
BARR ENGINEERING CO.
Brandon Barnes
Its Vice President
Accepted this ____________ day of ___________________, 20____
City of Edina
By
Date: March 7, 2023 Agenda Item #: VI.D.
To:Mayor and City Council Item Type:
Request For Purchase
From:Jessica V. Wilson, CFM, Water Resources Manager
Item Activity:
Subject:Request for Purchase: Natural Areas Long-Term
Maintenance, 2023-2025 Construction Oversight
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve proposal for construction oversight of Natural Areas Long-Term Maintenance, 2023-2025 for $35,095
with Resource Environmental Solutions (RES).
INTRODUCTION:
At their February 7, 2023 meeting, Council awarded contract ENG 23-3 Natural Areas Long-Term Maintenance,
2023-2025. This professional services agreement is for construction oversight to help ensure the contract is
executed per the plans and specifications which were developed with support from Resource Environmental
Solutions (RES). The proposal includes project oversight through the end of 2025. Staff recommends awarding
the contract to RES for $35,095.
ATTACHMENTS:
Description
Request for Purchase: Natural Areas Long-Term Maintenance, 2023-2025 Construction Oversight
RES Agreement
Request for Purchase
Requisition Number
1
CITY OF EDINA
4801 W 50th St., Edina, MN 55424
www.EdinaMN.gov | 952-927-8861 12300023
Department:Engineering
Buyer:Jessica Vanderwerff Wilso
Date: 02/24/2023
Requisition Description:ENG 23-3 Natural Area Maintenance Oversight
Vendor:RES GREAT LAKES LLC
Cost:$35,095.00
REPLACEMENT or NEW:REPLACEM - REPLACEMENT
PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT
DESCRIPTION:
At their February 7th, 2023 meeting, Council awarded contract ENG 23-3 Natural Areas Long-Term Maintenance, 2023-2025. This professional services agreement is for construction oversight to help ensure the
contract is executed per the plans and specifications. The proposal includes project oversight through the end
of 2025.
BUDGET IMPACT:
This project is funded by the stormwater utility fund.
2
COMMUNITY IMPACT:
This project aligns with Climate Action Plan and Parks Strategic Plan.
ENVIRONMENTAL IMPACT:
Long-Term maintenance of natural areas aligns with Climate Action Plan and Parks Strategic Plan.
Minnesota Office 20276 Delaware Avenue
Jordan, MN 55352
Corporate Headquarters
6575 West Loop South, Suite 300
Bellaire, TX 77401
Main: 713.520.5400
RES Proposal for LTM Construction Oversight 2023-2025 1
February 20, 2023
Jessica Vanderwerff Wilson, Water Resources Manager
City of Edina
7450 Metro Boulevard
Edina, MN 55439
Subject: Proposal for Long-term Maintenance Construction Oversight 2023-2025 (RES PRJ108252)
Dear Jessica,
Thank you for requesting this proposal from Resource Environmental Solutions (RES) for Long-term Maintenance
Construction Oversight as part of our Master Agreement with the City of Edina. As part of this project, RES will conduct
three years of construction oversight for the project from 2023-2025. RES will attend the pre-construction meeting with
City staff and the selected contractor. RES will conduct site visits to assess work completed and provide follow-up
correspondence identifying areas that are meeting performance standards as well as areas that need attention. At the end
of each growing season, RES will produce an annual report that will catalog the work completed during the year and whether
it meets performance standards, as well as highlight the work to be performed in the coming year. RES will also answer
questions and review contractor submittals, as needed.
RES appreciates the opportunity to present you with this proposal. Please contact us if you have any questions, comments,
or additional needs. We look forward to continuing our work with you and the City of Edina.
Sincerely,
Doug Mensing, MS Benjamin Staehlin, MS
Project Director | Senior Ecologist Project Manager | Ecologist 3
dmensing@res.us | (612) 202-2252 bstaehlin@res.us | (773) 251-0960
RES Proposal for LTM Construction Oversight 2023-2025 2
PROJECT TASKS
Task 1. Conduct Construction Oversight 2023
RES will attend a pre-construction meeting with City staff and the contractor selected for the project. RES will issue follow-
up correspondence responding to the questions that arise at the meeting, clarifying any contract language prior to the start
of work.
RES will conduct up to four (4) management oversight visits during 2023 to verify contractor work and determine if
performance standards are being met. RES will provide brief correspondence following each site visit to summarize progress
and promptly communicate any significant issues to the City and the contractor, as needed. RES will answer questions from
the City and the contractor regarding the project, as needed, and will prepare documents for any necessary change orders
that may arise.
At the end of the year, RES will produce a report summarizing the work completed in 2023, assessing whether the work is
meeting performance standards and noting work to be completed in the upcoming year. RES will submit a draft report to
the City for comments and conduct one (1) round of revisions before issuing a final report to the City.
Deliverables: a) participation in pre-construction meeting; b) summary correspondence after site inspections; c)
year-end summary report; d) communications with City and contractor, as needed
Task 2. Conduct Construction Oversight 2024
RES will conduct up to four (4) management oversight visits during 2024 to verify contractor work and determine if
performance standards are being met. As with Task 1, RES will provide brief correspondence following each site visit to
summarize progress and promptly communicate any significant issues to the City and the contractor, as needed. RES will
answer questions from the City and the contractor regarding the project, as needed, and will prepared documents for any
necessary change orders that may arise.
At the end of the year, RES will produce a report summarizing the work completed in 2024, assessing whether the work is
meeting performance standards and noting work to be completed in the upcoming year. RES will submit a draft report to
the City for comments and conduct one (1) round of revisions before issuing a final report to the City.
Deliverables: a) summary correspondence after site inspections; d) year-end summary report; c) communications
with City and contractor, as needed
Task 3. Conduct Construction Oversight 2025
RES will conduct up to four (4) management oversight visits during 2025 to verify contractor work and determine if
performance standards are being met, including a final assessment with City staff and the contractor in late summer/early
fall. As with previous tasks, RES will provide brief correspondence following each site visit to summarize progress and
promptly communicate any significant issues to the City and the contractor, as needed. RES will answer questions from the
City and the contractor regarding the project, as needed, and will prepared documents for any necessary change orders that
may arise.
RES Proposal for LTM Construction Oversight 2023-2025 3
At the end of the year, RES will produce a report summarizing the work completed over the entire project. RES will highlight
any areas that did not meet performance standards and provide recommendations for future work. RES will submit a draft
report to the City for comments and conduct one (1) round of revisions before issuing a final report to the City.
Deliverables: a) summary correspondence after site inspections; b) final assessment of performance standards; c)
final project summary report; d) communications with City and contractor, as needed
BUDGET
Task Description AES Labor ($) AES Expenses ($) Total Budget ($)
Task 1. Construction Oversight 2023 $ 12,590 $ 83 $ 12,673
Task 2. Construction Oversight 2024 $ 10,754 $ 60 $ 10,814
Task 3. Construction Oversight 2025 $ 11,540 $ 68 $ 11,608
Project Total $ 34,884 $ 211 $ 35,095
RES Proposal for LTM Construction Oversight 2023-2025 4
Acceptance
In signing below, each party agrees to abide by all terms and conditions presented in this Agreement and the
defined contents. Work will begin upon receipt of this signed authorization.
**PLEASE SIGN AND RETURN to RES. An executed contract amendment containing both signatures will be
returned to you. This Agreement is not binding upon RES until executed by an officer of RES.
Table 1 – RES
RES Great Lakes, LLC
Signature: Date:
Name: William Stoll
Title: Regional Manager, Region 4
P.O. Box 256, 17921 Smith Rd.
Brodhead, WI 53520
Phone: 608.897.8641 Fax: 608.897.8486
Email: wstoll@res.us
Table 2 – City of Edina
Client: City of Edina
Signature: Date:
Name:
Title:
Address:
City, State, Zip:
Phone: Fax:
Email:
Table 3 - Billing
Billing Address:
Mark if same as above.
Company:
Name:
Title:
Address:
City, State, Zip:
Phone: Fax:
Email:
Date: March 7, 2023 Agenda Item #: VI.E.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Chad A. Millner, P.E., Director of Engineering
Item Activity:
Subject:Approve Encroachment Agreement with 6604 Indian
Hills Road
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve Encroachment Agreement with 6604 Indian Hills Road for a portion of the driveway, fencing, and a
security gate.
INTRODUCTION:
The agreement will be uploaded before the meeting.
This encroachment agreement legally allows for a portion of the driveway, fencing, and a security gate. Staff
supports this encroachment as it does not affect any core utility services and the city has no responsibility to
repair, replace, or maintain the improvements.
ATTACHMENTS:
Description
Encroachment Agreement
50702244v3
1
(reserved for recording information)
ENCROACHMENT AGREEMENT
AGREEMENT made this ____ day of _____________, 2023, by and between the
CITY OF EDINA, a Minnesota municipal corporation (the “City”), and Brooks, LLC, a
Minnesota limited liability company (the “Owner”).
1. BACKGROUND.
(a) Owner is the fee owner of certain real property located in the City of Edina, County
of Hennepin, State of Minnesota, legally described on Exhibit “A” attached hereto, and having a
street address of 6604 Indian Hills Road, Edina, Minnesota 55439 (the “Subject Property”).
(b) The City owns the real property adjacent and to the East of the Subject Property, as
legally described on Exhibit “B” attached hereto (the “City Property”).
(c) The City has jurisdictional control over the Indian Hills Road right of way area as
dedicated in the plat of Indian Hills, which is adjacent to the Subject Property, and as depicted on
the attached Exhibit “C” (the “City Right of Way”).
(d) The Owner has installed a driveway, fence, security gate, security gate pillars, and
electrical components that operate the security gate (“Improvements”) and which encroach on the
City Property and the City Right of Way.
50702244v3
2
(e) The Owner desires to install Improvements which encroach onto the City Property
and into the City Right of Way, as depicted on the attached Exhibit “C” (the “Encroachment
Area”).
2. ENCROACHMENT AUTHORIZATION. The City hereby approves the
encroachment in the Encroachment Area on the City Property and within City Right of Way for
the Improvements subject to the conditions set forth in this Agreement. Further conditions of
encroachment approval are:
The City shall have no responsibility to repair, replace or maintain the
Improvements located within the Encroachment Area.
The Improvements must not impact or increase water drainage on the
abutting properties or cause any adverse drainage patterns or erosion to
the City Property or the City Right of Way.
The Owner, and its heirs, successors and assigns, are fully responsible
and liable for any and all damage caused to the Improvements because
of them being installed in the Encroachment Area.
The Owner of the Subject Property shall own the Improvements and
shall have the right to maintain, repair, replace, restore and improve the
improvements, at Owner’s sole cost, unless and until the City requires
removal of the Improvements.
Further, Owners agree that the Improvements shall be maintained by Owner consistent
with all applicable federal, state and local laws and regulations. As of the date of this Agreement,
the City acknowledges and agrees that the Improvements as they are currently constructed are in
conformance with the above requirements.
3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to
encroach in the Encroachment Area, the Owner, for itself and its heirs, successors and assigns,
hereby agrees to indemnify and hold the City harmless from any damage caused to the Subject
Property and the City Property, including the Improvements in the Encroachment Area, caused in
50702244v3
3
whole or in part by the encroachment into the City’s Right of Way easement or into the City
Property.
4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at
any time if it is reasonably necessary for the City to occupy the Encroachment Area for any purposes
and the Improvements are inconsistent with the City’s use of the Encroachment Area. Prior to
termination, the City will give the Owner(s) of the Subject Property ninety (90) days advance written
notice provided, however, that the City may remove the Improvement immediately in case of
emergency. The Owner(s) shall remove that portion of the Improvements to the extent it impacts the
Encroachment Area prior to the effective date of the termination of this Agreement. If the Owner(s)
fail to do so, the City may remove the Improvements to any extent the Improvements impact the
City’s use of the Encroachment Area and charge the reasonable and documented cost of removal
back to the Owner(s) for reimbursement.
5. RECORDING. This Agreement shall run with the land and shall be recorded
against the title to the Subject Property and the City Property, at Owner’s cost.
6. COUNTERPARTS. This Agreement may be executed in any number of
counterparts, each of which shall be deemed to be an original, but all of which shall constitute one
and the same instrument.
[Signature Page(s) to Follow]
50702244v3
4
IN WITNESS WHEREOF, each party to this Agreement has caused it to be executed on
the date indicated above.
CITY OF EDINA
By ___________________________________
(SEAL) James Hovland, Mayor
And __________________________________
Scott Neal, City Manager
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this _______ day of
__________________, 2023, by James Hovland and by Scott Neal, respectively the Mayor and
City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the
corporation and pursuant to the authority granted by its City Council.
____________________________________
Notary Public
50702244v3
5
PROPERTY OWNER:
BROOKS, LLC, a Minnesota limited
liability company
By____________________________
Ryan Suter
President
STATE OF ___________________ )
) ss.
COUNTY OF ____________ _____ )
The foregoing instrument was acknowledged before me this ______ day of
__________________, 2023, by Ryan Suter, President of Brooks, LLC, a Minnesota limited
liability company, on behalf of the company.
____________________________________
Notary Public
DRAFTED BY:
KLEMP & STANTON, PLLP
Attorneys at Law
Waters Drive Business Park
2295 Waters Drive
Mendota Heights, MN 55120
651.310.1400
50702244v3
6
EXHIBIT “A”
TO
ENCROACHMENT AGREEMENT
Lot 2, Block 1, Indian Hills Peterson Addition, Hennepin County, Minnesota.
Parcel ID No. 06-116-21-24-0034
50702244v3
7
EXHIBIT “B” TO
ENCROACHMENT AGREEMENT
Lot 4, Block 1, Indian Hills, Hennepin County, Minnesota.
Parcel ID No. 06-116-21-24-0008
50702244v3
8
EXHIBIT “C” TO
ENCROACHMENT AGREEMENT
Date: March 7, 2023 Agenda Item #: VI.F.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Nick Bauler, Traffic Safety Coordinator
Item Activity:
Subject:Traffic Safety Report of Jan. 31, 2023 Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve the Traffic Safety Report of January 31, 2023
INTRODUCTION:
The Transportation Commission reviewed the report at their February 16 regular meeting; comments are included
in the attached staff report.
ATTACHMENTS:
Description
Traffic Safety Report of Jan. 31, 2023
March 7, 2023
Mayor and City Council
Nick Bauler, Traffic Safety Coordinator
Traffic Safety Report of January 31, 2023
Information / Background:
The Traffic Safety Committee (TSC) review of traffic safety matters occurred on January 31. The Traffic
Safety Coordinator, City Engineer, Streets Public Service Worker, Transportation Planner, Public Works
Director, Police Sergeant and Assistant City Planner were in attendance for this meeting.
On each of the items, persons involved have been contacted and the staff recommendation has been
discussed with them. They were informed that if they disagree with the recommendation or have additional
facts to present, they can submit correspondence to the Transportation Commission and/or to City Council
prior to the March 7 regular meeting.
Section A: Items on which the Traffic Safety Committee recommends action
A1. Request for crosswalk over Interlachen Blvd at Brookside Ave
Staff recommends removing the pedestrian ramp on the east side of Interlachen to discourage
unsafe crossings due to impacted sight lines.
Description Concerns include vehicle speeds and lack of gaps along
Interlachen Blvd.
ADT 11,100 (2020)
85% Speed 33.4 mph (2016)
Crashes Four crashes since February 2014
Ped and Bike
Crosses
34 Bikes, 21 Peds, Peak hour of 8 at 3:15-4:15 PM
(7/12/2022)
Sight Lines Inadequate- eastbound traffic is unable to see queued
pedestrians on south side of intersection.
Previous
Requests
None
Policy
Guideline
Does not meet warrants for marked crosswalk.
Unique
Circumstances
N/A
Transportation
Commission
Comments
Recommend that staff analyze the issue again and come
up with options other than a crosswalk.
Interlachen Blvd at Brookside Ave
STAFF REPORT Page 2
Section B: Items on which the Traffic Safety Committee recommends no action
B1. Traffic volume concerns on Arden Ave between W 50th and W 52nd St
Staff recommends no action as observed volume and speed does not indicate a significant
amount of non-local traffic.
B2. Crosswalk request over W 50th St at Arden Ave
Staff recommends no action as crosswalk warrants are not met.
Description Residents are concerned about non-local traffic using the
neighborhood streets to bypass 50th & France. Residents
report vehicles traveling at 35-40 mph in neighborhood.
ADT 430 (2022)
85% Speed 24.1 mph (2022)
Crashes None in past 10 years
Ped and Bike
Crosses
N/A
Street Width 24’ face-to-face of curb
Sight Lines Adequate
Previous
Requests
N/A
Policy
Guideline
N/A
Unique
Circumstances
Arden Park neighborhood street reconstructed in 2015.
Sidewalk east side of Arden, parking restricted on west.
Description Resident concerned with lack of gaps on W 50th St trying
to cross towards Arden Park.
AADT 17,500 (2021)
85% Speed N/A
Crashes 8 crashes in past 10 years- 6 included northbound
vehicles on Arden entering 50th at 90-degree impacts
Ped and Bike
Crosses
24 Bikes, 53 Peds. Peak hour of 14 at 8:30-9:30 AM
(8/11/2022)
Sight Lines Adequate
Previous
Requests
Do Not Block Intersection sign on W 50th for eastbound
queued traffic
Policy
Guideline
Does not meet warrants for marked crosswalk.
Unique
Circumstances
Arden Ave connects Country Club neighborhood to
Arden Park.
Transportation
Commission
Review
Request that staff provide data on the date and time of
the crossing study, as well as information related to the
rectangular rapid flashing beacon at W 50th St and Eden
Ave
Arden Ave transitions into W 52nd St. Stars
represent all-way stop controls
W 50th St at Arden Ave
STAFF REPORT Page 3
B3. Request for speed limit sign or speed enforcement along Brookside Terrace
Staff recommends no action as observed volume does not indicate a significant amount of
non-local traffic.
B4. Request for traffic control signage at Eden Ave, north of Grandview Sq
Staff recommends no action as traffic controls are not required for private driveways.
B5. Request to improve stop compliance at W 42nd St and Oakdale Ave/Monterey Ave
Staff recommends no action based on policy guidance and observed stop compliance rate.
Description Resident concerns include non-local traffic using
Brookside Ter.
ADT 33 (2022)
85% Speed N/A
Crashes Zero in past 10 years
Ped and Bike
Crosses
N/A
Sight Lines Adequate
Previous
Requests
Cut thru traffic complaints
Policy
Guideline
N/A
Unique
Circumstances
Brookside Ter is a gravel road that borders CP railroad.
Staff is unable to collect speed data on gravel surfaces.
Description Resident says drivers entering Eden aren’t stopping as no
traffic control signage is present.
ADT Eden – 3,600 (2020); Exiting 5203 Vernon - 160 (2022)
85% Speed N/A
Crashes One in 2018- southbound left-turn, single vehicle hit light
pole due to ice
Ped and Bike
Crosses
26 total crosses
Sight Lines Inadequate from west
Previous
Requests
N/A
Policy
Guideline
N/A
Unique
Circumstances
Eden was reconstructed/resurfaced in 2021/2022.
Description Residents claim drivers don’t stop at the all-way stop
controlled offset intersection
ADT W 42nd - 1,700 (2022)
85% Speed 28.6 mph
Crashes None in past 10 years
Ped and Bike
Crosses
81 total crosses observed. (5/24/2022)
Sight Lines Adequate
Previous
Requests
Crosswalk over W 42nd St at Oakdale
Policy
Guideline
Intersection does not meet warrants for all-way stop or
marked crosswalk.
Unique
Circumstances
Approx. 8% of observed eastbound and northbound traffic
failed to stop. Streets will be reconstructed in 2023 to
narrower widths, sidewalk to be added to Monterey.
Transportation
Commission
Review
Recommend that staff collect more data on stop sign
compliance in both directions at the intersection and report
back with recommendations
Brookside Terrace
Interlachen Blvd at Brookside Ave
Eden Ave at Grandview Sq entrance facing east
W 42nd St at Oakdale Ave facing east
STAFF REPORT Page 4
Section C: Items on which the Traffic Safety Committee recommends further study
C1. Request for improved crossing treatments at Pamela Park entrance from W 62nd St
Staff recommends further study of crosswalk entering Pamela Park on W 58th St and will
compare the usage and treatments provided.
C2. Request for crosswalk over Hansen Rd at CP Rail
Staff recommends further study once road work is completed.
Section D: Other traffic safety items handled
D1. Stop sign enforcement was requested at West Shore Dr and Upper Ter. Police was notified of the
request.
D2. Two complaints were submitted regarding a parked vehicle blocking a sidewalk needing snow removal
on Sun Rd. Police responded so Public Works could remove the snow.
D3. A tree limb was reported down at Cahill Rd and Village Dr following a snowstorm. Public Works
removed the downed tree.
D4. A resident requested the removal of a construction warning sign at Interlachen Blvd and Bywood W
due to impacting sight lines. The sign was removed by staff.
Description Concerns include drivers failing to stop for pedestrians.
ADT 2,550 (2021)
85% Speed 34.0 mph (2017)
Crashes One in 2021- exiting park, run off road.
Ped and Bike
Crosses
51 Bikes, 166 Peds, Peak hour of 33 at 1:30-2:30 PM.
Exceeds 20 crosses at six different hours (6/9/2022)
Sight Lines Adequate
Previous
Requests
Nearby request for all-way stop at Brookview Ave- 200’
west, did not meet warrants. Request to improve
crosswalk, led to double-sided signs increasing awareness
of crossing.
Policy
Guideline
Existing crosswalk treatment complies with city policy.
Unique
Circumstances
Shared-use path on south side of W 62nd connects to
path entering Pamela Park. Park entrance on north side
off W 58th St has RRFBs.
Description Resident is having difficulty crossing Hansen when drivers
are unaware of pedestrians crossing near train tracks.
ADT 460 (2020)
85% Speed 28.4 mph (2020)
Crashes One crash in 2014.
Ped and Bike
Crosses
20 Bikes, 91 Peds, Peak hour of 24 at 6:15-7:15 PM with
two more hours exceeding 15 crosses.
Sight Lines Adequate
Previous
Requests
Complaints about railroad maintenance vehicles on W
56th St.
Policy
Guideline
Warrants met for marked crosswalk.
Unique
Circumstances
Crossing connects to Yancey Park. Intersection is still
partially under construction due to coordination issues
with railroad.
W 62nd St at Pamela Park Entrance
Hansen Rd at W 56th St and train tracks
STAFF REPORT Page 5
D5. A crash was reported from the exit of westbound Highway 62 entering Tracy Ave. The crash was
reported to emergency dispatch.
D6. A submission reported a traffic signal not operating properly at Vernon Ave and Tracy Ave. Hennepin
County was notified of the concern as the county owns and maintains the signal.
D7. A request was submitted to move a port-a-potty blocking sight lines at W 60th and France Ave. Staff
reached out to the contractor and requested that the unit be moved to improve sight lines.
D8. All-way stop controls were requested at Morningside Rd and Alden Dr by a resident concerned with
exiting their driveway at the intersection. One crash was reported in the last ten years and volume at the
intersection does not meet all-way control warrants.
D9. A complaint was made regarding a rubber crossing panel protruding above the roadway on Hansen Rd.
CP Rail was contacted and the panel was fixed.
D10. Previous complaints regarding parking on School Rd impacting school traffic flow near Concord
Elementary have been removed by the requestor as the concerns have self-corrected.
Date: March 7, 2023 Agenda Item #: VI.G.
To:Mayor and City Council Item Type:
Other
From:Scott H. Neal, City Manager
Item Activity:
Subject:Request for Purchase: I-494 Corridor Commission
Annual Membership Dues for 2023
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve Request for Purchase of I-494 Corridor Commission annual membership dues for 2023 for $30,000.
INTRODUCTION:
The I-494 Corridor Commission works with businesses, residents, and agencies to reduce congestion along the I-
494 corridor. The cities of Bloomington, Eden Prairie, Edina, Minnetonka and Richfield are part of the
commission. The commission partners with the Minnesota Department of Transportation, Metropolitan Council,
Metro Transit and SouthWest Transit to work on issues related to I-494.
The commission approved a 2023 budget of $602,248 and a membership dues increase from $0.53 per resident
to $0.56 in 2022. Per our Joint Powers Agreement, Council approved the increase at the Sept. 20, 2022, meeting.
Please see attachments.
ATTACHMENTS:
Description
Request for Purchase: I-494 Corridor Commission 2023 Annual Dues
I-494 Corridor Commission 2023 Annual Dues Invoice
Resolution 2022-83 I-494 Budget and Dues Increase
I-494 Corridor Commission Letter
Request for Purchase
Requisition Number
Environmental Impact - item specific:
1
CITY OF EDINA
4801 W 50th St., Edina, MN 55424
www.EdinaMN.gov | 952-927-8861 12300026
Department:Administration
Buyer:Scott H. Neal
Date: 03/02/2023
Requisition Description:I-494 Corridor Commission annual membership dues
Vendor:I-494 CORRIDOR COMMISSION
Cost:$30,000.32
REPLACEMENT or NEW:-
PURCHASE SOURCE:-
Vehicle - Make/Model/Year requested vehicle:
Vehicle - Make/Model/Year current vehicle (if replacement):
Vehicle - Does purchase meet Green Fleet Recommendations? -
Vehicle - If does not meet Green Fleet Recommendations, justification: -
MPG:
Carbon Emissions:
RESOLUTION NO. 2022-83
APPROVING THE 2023 BUDGET AND DUES INCREASE FOR
THE I-494 CORRIDOR COMMISSION
WHEREAS, The City of Edina is a member of the I-494 Corridor Commission, a joint powers organization with the purpose
of more effectively and efficiently moving people and goods around the I-494 Corridor; and
WHEREAS, the Joint Powers Agreement for the I-494 Corridor Commission requires members to “approve, modify or
reject the proposed Commission budget and the Party’s financial contribution” each calendar year; and
WHEREAS, The I-494 Corridor Commission received a one-time allocation of $300,000 from the State of Minnesota for
telework outreach to be used between 2022 and 2023; and
WHEREAS, The I-494 Corridor Commissioners have recommended a $602,248 budget for 2023 (a decrease of $30,365
from the 2022 budget), which will be primarily funded by federal and state government grants; and
WHEREAS, The I-494 Corridor Commissioners have recommended a membership dues increase from $0.53 per resident
in 2022 to $0.56 per resident in 2023 to cover expenses that will not be eligible for state telework funds; and
WHEREAS, the proposed dues increase for the City of Edina is expected to be approximately $1,900; and
WHEREAS, the 2023 budget and dues increase is intended to advance the successful work of the I-494 Corridor Commission
during a time when several major freeway construction projects will be underway;
NOW, THEREFORE, BE IT RESOLVED, the City of Edina approves the I-494 Corridor Commission 2023 budget of
$602,248 and the 2023 dues increase to $0.56 per resident.
Adopted this 20th day of September, 2022.
Attest:
Sharon Allison, City Clerk Kevin Staunton, Acting 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 September 20, 2022 and as
recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this day of , 2022.
City Clerk
Date: March 7, 2023 Agenda Item #: VI.H.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Gillian Straub, City Management Fellow
Item Activity:
Subject:Approve Out-of-State Travel for City Council Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve out-of-state travel for four Council Members for March 25-28, 2023, to attend the National League of
Cities (NLC) Congressional City Conference in Washington, D.C.
INTRODUCTION:
Staff requests approval from the City Council, per the City’s Elected Official Out-of-State Travel Policy, to
attend the National League of Cities (NLC) Congressional City Conference in Washington, D.C., from March
25-28. P er the policy, up to five Council Members may attend in 2023. Council Members Jackson, Pierce,
Agnew and Risser requested attendance for 2023.
The estimated cost is $3,000 per attendee. T he City Manager has confirmed that sufficient funds for this expense
are included in the City's 2023 budget.
Date: March 7, 2023 Agenda Item #: VI.I.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Sharon Allison, City Clerk
Item Activity:
Subject:Approve New On-Sale Wine and On-Sale 3.2 Percent
Malt Liquor Licenses for Munson Potato Shack,
LLC, dba Munson's Potato Shack
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve new On-Sale Wine and On-Sale 3.2 Percent Malt Liquor Licenses for Munson Potato Shack, LLC,
dba Munson's P otato Shack.
INTRODUCTION:
Munson Potato Shack, LLC, dba Munson's P otato Shack, located inside Southdale Mall at 10 Southdale Center
Unit #2290B, applied for an on-sale wine and 3.2 beer liquor license.
The application complies with code requirements. A background investigation was completed by the Police
Department and Lt. Conboy recommends approval (see attached recommendation).
The applicant is aware that at least 75 percent of employees authorized to serve or sell liquor must complete an
alcohol awareness training program within 30 days of issuance of the license (by Apr. 7). The training program
must be approved by the police chief. Staff maintains a list of approved programs that are provided to applicants.
Staff recommends approval of the liquor license.
ATTACHMENTS:
Description
Background Check
Date: March 7, 2023 Agenda Item #: VI.J.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Sharon Allison, City Clerk
Item Activity:
Subject:Approve 2023 Liquor License Renewals Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve 2023 liquor license renewals.
INTRODUCTION:
Applications for liquor license renewals were received for 2023, and only one establishment did not renew.
Background checks were completed by the Police Department and Lt. Conboy recommends approval for April
1, 2023 to March 31, 2024. Lt. Conboy's report is attached.
ATTACHMENTS:
Description
2023 Liquor License Renewals
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Police Department
Phone 952-826-1610 • Fax 952-826-1607 • www.EdinaMN.gov
Date: 03-07-2023
To: Sharon Allison
cc: Chief Todd Milburn
From: Lt. Dan Conboy
Subject: Liquor License Renewals
Background checks have been completed for the 2023-2024 licensing period. The review was conducted
for the following liquor licenses: On-Sale Intoxicating and Sunday Sale, Wine and 3.2 Beer On-Sale, 3.2 Off-
Sale, Brew Tap and Sunday Sale, Brewer Off-Sale and Club On-Sale and Sunday Sale.
The below listed restaurants, stores and country clubs comply with Edina City Code. An unqualified
recommendation for approval of these renewal applications is warranted.
ON-SALE INTOXICATING AND SUNDAY SALE
AMC Theater
Big Bowl
Buffalo Wild Wings
Cocina Del Barrio
CoV Edina
Crave Restaurant
Dave & Buster’s
Edina Grill Restaurant
Edina Theatre
Homewood Suites
Ichiban
McCormick & Schmick’s Seafood
Restaurant
Mr. Paul’s Supper Club
Nakamori Japanese Bistro
Olive’s Fresh Pizza Bar Edina
P.F. Chang’s China Bistro
Pajarito
Pinstripes
Pittsburgh Blue
Poolside Bistro
Rare
Raku Japanese Restaurant
Red River Kitchen
Salut Bar Americain
Tavern 23
Tavern on France
The Cheesecake Factory
The Hilltop
Town Hall Station
Westin Edina Galleria
Yumi
Page 2
City of Edina • 4801 W. 50th St. • Edina, MN 55424
WINE AND 3.2 BEER ON –SALE
Bojae’s
Brookdale Edina
Cahill Bistro
Coconut Thai
Davanni’s Pizza and Hot Hoagies
D’Amico & Sons
Good Earth Restaurant
Lunds & Byerlys France Avenue
Marriott Residence Inn
Master Noodle
Red’s Savoy Pizza
Restoration Hardware
Shake Shack
Stalk & Spade
Tamarind
The Lynhall No. 3495
TJ’s of Edina
BEER 3.2 OFF-SALE
Cub Foods
Jerry’s Foods
Speedway #4047
BREW TAP, SUNDAY SALE AND BREWER OFF-SALE
Wooden Hill Brewing Company
CLUB ON-SALE AND SUNDAY SALE
Edina Country Club
Interlachen Country Club
Date: March 7, 2023 Agenda Item #: VII.A.
To:Mayor and City Council Item Type:
Other
From:Cary Teague, Community Development Director
Item Activity:
Subject:CONTINUE PUBLIC HEARING TO MAR. 21,
2023: Resolution No. 2023-22, Conditional Use
Permit & Variance for US Internet at 6444 Xerxes
Avenue
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Continue the public hearing to Mar. 21, 2023.
INTRODUCTION:
US Internet (USI) Corp. is requesting a Conditional Use P ermit and Variance to construct a 1,900 square foot
utility building at 6444 Xerxes Avenue. The variance requested is to construct a building with no windows due to
security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure
would be removed from the site and the new building constructed. The facility would provide improved internet
services to Edina residents. USI currently serves the north/northeastern portions of Edina. T he building on
Xerxes would cover central and southern Edina.
This item was scheduled for consideration by the Planning Commission on February 22, 2023; however, due to
the snowstorm that night, the meeting was cancelled. The item is rescheduled for Planning Commission
consideration on March 15; therefore, the City Council is asked to continue the public hearing to March 21, 2023,
to allow the extra time needed for P lanning Commission review and recommendation.
Date: March 7, 2023 Agenda Item #: VII.B.
To:Mayor and City Council Item Type:
Other
From:Emily Bodeker, Assistant City Planner
Item Activity:
Subject:CONTINUE PUBLIC HEARING TO APR. 4,
2023: Resolution No. 2023-20, Certificate of
Appropriateness Appeal, 4630 Drexel Avenue
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Continue the public hearing to Apr. 4, 2023.
INTRODUCTION:
The applicant is unable to attend the meeting on Mar. 7, and has requested the continuance to Apr. 4, 2023.
Date: March 7, 2023 Agenda Item #: VIII.A.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Sharon Allison, City Clerk
Item Activity:
Subject:Resolution No. 2023-21: Accepting Donations Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Approve Resolution No. 2023-21 accepting donations.
INTRODUCTION:
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.
ATTACHMENTS:
Description
Resolution No. 2023-21: Accepting Donations
RESOLUTION NO. 2023-21
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.
Edina Senior Center
Trader Joe’s 15 Flower Bouquets Flower Arranging Program
Cremation Society of MN Lunch for 18 People Lunch & Learn-Funeral Planning Class
SeniorCommunities.Guide Lunch for 27 People Lunch & Learn-Staying at Home Instead
Cassia Lunch for 20 People Take in Knowledge, Take Home Lunch
Part 1: Wills, POA’s, Healthcare
Herself Health Lunch for 12 People Lunch & Learn-Aging Loved Ones
How to Have the ‘Heart to Heart”
Police Department
Edina Crime Prevention Fund $5,990.00 2 Mobile Fingerprint Scanners
Dated: March 7, 2023
Attest:
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 March 7, 2023, and
as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this _______ day of ___________________, 2023.
City Clerk
Date: March 7, 2023 Agenda Item #: VIII.B.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Andrew Scipioni, Transportation Planner
Item Activity:
Subject:Transportation Commission Report &
Recommendation: PACS Fund Increase Proposal
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Direct staff to schedule a work session with City Council or a Council Retreat in 2023 to discuss the desired uses
of franchise fee revenue and potential rate increases.
INTRODUCTION:
As part of their 2022 work plan, the Transportation Commission reviewed the Pedestrian and Cyclist Safety
(PACS) Fund policy. The Commission estimates that it will take about 44 years to complete the multi-modal
improvements recommended by the Pedestrian and Bicycle Master Plan, and believes that this "pace of buildout
is unacceptable due to the urgency of climate change...The only way Edina can increase the speed of project
construction and achieve its transportation-specific climate goals is to better fund those improvements via a key
local tool which is the PACS Fund."
The Commission recommends that the City increase the monthly fees for all users, doubling the annual PACS
Fund revenue and reducing the estimated build-out period to about 21 years. T he fees are proposed to increase by
$1.08/month for residential users and $5.48 - $65.32/month for commercial users (see attached Commission
report).
Staff recognizes that increasing the PACS Fund revenue would support goals within the Climate Action Plan,
Pedestrian and Bicycle Master Plan and the Comprehensive Plan. However, there are other City initiatives that
are or could be funded through franchise fees, including the Conservation and Sustainability (CAS) Fund,
streetlight maintenance and the Sidewalk Inspection program (see attached staff report).
Staff recommends further discussion with Council at a work session or Council Retreat.
ATTACHMENTS:
Description
Staff Report: PACS Fund Increase Proposal
Transportation Commission Report: PACS Fund Increase Proposal
Staff Presentation
March 7, 2023
Mayor and City Council
Andrew Scipioni, Transportation Planner
Transportation Commission Report & Recommendation: PACS Fund Increase Proposal
Background
The Pedestrian and Cyclist Safety (PACS) Fund is a special revenue fund created to account for utility
franchise fee revenues from customers of Xcel Energy and CenterPoint Energy in Edina. The purpose of the
PACS Fund is to provide for the creation, maintenance and improvements of non-motorized transportation
facilities, which include sidewalks, bikeways, trails, crossing treatments, associated signage and pavement
markings. These franchise fees were approved by City Council in November 2012 and went into effect Q1
of 2013, generating approximately $1 million annually. In 2022, the PACS Fund received $1.22 million in
revenue from these fees.
Transportation Commission Recommendation
As part of their 2022 work plan, the Transportation Commission reviewed the PACS Fund policy. The
Commission recommends increasing the franchise fees by $1.08/month for residential users and $5.48-
$65.32/month for commercial users. As stated in their final report, the Commission estimates that “the
proposed change will double the annual PACS Fund revenue and complete Edina’s planned infrastructure
improvements for people walking, rolling, bicycling, and accessing transit from over 44 years to about 21
years.” The Commission recommends a greater increase for commercial users to “create greater equality”
between the two user types, considering the “long-term, ongoing costs residents bear to clear snow and
maintain most sidewalk miles in Edina.”
Strategic Objectives
The Commission’s stated goal of increasing the rate of infrastructure improvements supports the Climate
Action Plan recommendation to “accelerate building on-street and off-street protected bike lanes, sidewalks,
crosswalks, and other walking infrastructure in high-need areas and fill connectivity gaps as identified in the
City’s Pedestrian and Bicycle Master Plan.” This also aligns with goals of the Comprehensive Plan to
“implement a fully multi-modal transportation system,” “improve mobility…with a balanced system of
transportation alternatives” and “reduce the overall dependence on and use of single-occupancy vehicles.”
REPORT / RECOMMENDATION Page 2
Procedural Requirements
The City’s authority to impose or raise private utility fees is outlined in the respective franchise agreements
with Xcel and CenterPoint:
A franchise fee must be imposed equally to any other energy supplier within the City provided that
the City has the authority to require a franchise fee. In order words, any rate increase must be
applied equally to Xcel and CenterPoint customers, as the City has franchise agreements with both
companies.
A franchise fee must be imposed by a separate ordinance adopted by City Council. This ordinance
may not be adopted until a certain period after notice of such proposed ordinance has been served
to the companies by certified mail. In the case of CenterPoint, this period is 60 days; for Xcel, it is
90 days.
In the case of Xcel, changes to the franchise fee cannot occur more often than once a year.
The City increased the franchise fee rates in 2015, 2018 and 2019. The rate increases for residential users
ranged from 20.8% to 34.5%. The rate increases for commercial users ranged from 1.3% to 44%. The rate
increases recommended by the Commission would be 37.2% for residential users and 112% for commercial
users.
It should also be noted that private utility companies remain concerned that franchise fees will harm their
positions relative to perceived competitors. The League of Minnesota Cities recommends that cities “be
careful to gauge the level of local acceptance or resistance to the exercise of their full franchise rights under
law.”
Other Considerations
Conservation and Sustainability (CAS) Fund
In 2015, the franchise fee rates were increased by $0.50/meter/month for both utilities. This additional
revenue was dedicated to the new Conservation and Sustainability (CAS) Fund, created to support
associated City initiatives. The franchise fees were raised again in 2017 and 2019. As of 2022, the franchise
fees generate approximately $2.18 million annually, with $960,000 dedicated to the CAS Fund.
Streetlighting System
At the November 15, 2022 City Council work session, staff reported on the state and financial sustainability
of the City’s streetlighting system. This system is a combination of City-owned and Xcel Energy-owned
fixtures and components with a replacement value of $37 million. Recent service changes implemented by
Xcel will result in additional maintenance responsibilities for the City. Staff has recommended a hybrid
ownership plan which would require an additional $565,000 per year over 25 years. Franchise fees are a
potential source of revenue for proactive maintenance and replacement of this infrastructure.
Sidewalk Repairs
In 2022, the City began the Sidewalk Inspection Program to address problems related to aging and
deteriorating sidewalks within the City. Through this program, neighborhood sidewalks will be inspected on
REPORT / RECOMMENDATION Page 3
a regular basis for trip hazards, cracks and other irregularities that impact accessibility. Upon inspection,
adjacent property owners will have the option to perform the repair work themselves or the City will
complete the repairs and assess the property owners.
Though the Sidewalk Inspector position is funded through franchise fees (PACS Fund), the fees do not pay
for repairs on the majority of City sidewalks. City Code specifies that sidewalk maintenance is the
responsibility of the adjacent property owners except for along state, county or Municipal State Aid roads.
Staff has also traditionally extended this exception to sidewalks that were recommended by the Active
Routes to School Plan. If the City were to alter its current practice and finance all sidewalk maintenance,
staff would recommend increasing the franchise fee rates so as not to impact the rate of new construction.
Staff Recommendation
Staff recommends discussing the desired uses of franchise fee revenue and potential rate increases with City
Council at a work session or Council Retreat in 2023. Given the lengthy process required to adjust the fees,
such an adjustment should account for any and all desired uses of the revenue generated.
Attachments
December 15, 2022 Transportation Commission Report
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Transportation Commission
Date: December 15, 2022
To: Mayor and City Council
Cc: Andrew Scipioni, Transportation Planner
From: Transportation Commission
Subject: Pedestrian and Cyclist Safety Fund Increase Proposal
Initiative
Review and recommend changes to the Pedestrian and Cyclist Safety (PACS) Fund policy.
Recommendation
The recommendation for consideration will raise the monthly fees for all four land use types though reduce
the overall burden on residential property owners via larger fee increases for commercial property owners.
The annual contribution breakdown between residential and commercial property owners will change from
63 percent and 37 percent to 48 percent and 52 percent, respectively. This creates greater equality
between residents and commercial building owners/tenants which the Commission felt was important due
to the long-term, ongoing costs residents bear to clear snow and maintain most sidewalk miles in Edina.
The proposed change will double the annual PACS Fund revenue and complete Edina’s planned
infrastructure improvements for people walking, rolling, bicycling, and accessing transit from over 44 years
to about 21 years.
If there is no interest in raising the fees that fund these critical projects, it has been demonstrated that with
greater population growth the revenue can organically rise as the number of utility meters correspondingly
increase. Since 2013, the Fund’s revenue has increased from about $1 million to 1.2 million as of 2021
purely due to this growth. The more residences and commercial buildings constructed in Edina; the more
revenue will flow into the PACS fund absent of a fee increase on existing property owners. In essence,
higher density and population growth will equate to more funding though it is important to note that the
one percent growth far lags inflation, rising materials and labor costs, and the ever-expanding needs for high
quality infrastructure to accommodate residents, workers, and visitors in Edina.
Table 1: PACS Fund Increase Recommendation
Current Proposed
Residential Monthly $1.62 $2.70
Annual $19.44 $32.40
Commercial A Monthly $2.74 $8.22
Annual $32.88 $98.64
Commercial B Monthly $7.66 $22.98
Annual $91.92 $275.76
Commercial C Monthly $32.66 $97.98
Annual $391.92 $1,175.76
Total Annual PACS Fund 1.21 M 2.62 M
Years to Complete
Ped/Bike Master Plan 44 21
Page 2
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Figure 1: Proposed Breakdown by Land Use for Recommendation
Background
The PACS Fund is a critical funding source for the City of Edina to implement multimodal infrastructure
including, but not limited to, sidewalks, shared-use paths, and enhanced crosswalks. Approved in December
2012, the Fund has constructed nearly $8.6 million worth of projects (see breakdown below) for the
transportation network’s most vulnerable users: people walking, rolling, bicycling, and access transit.
15 miles of sidewalk 4.1 miles of bicycle
infrastructure
2 miles of shared use
paths (trails)
29 crossing
improvements
The PACS Fund is collected via a monthly fee charged per utility meter in the city and is applied by either a
residential or tiered commercial rate. Currently, residents pay about $20 per year into the fund which
equates to approximately one nickel (five cents) per day.
Monthly Fee Annual Total
Residential $1.62 $19.44
Commercial A $2.74 $32.88
Commercial B $7.66 $91.92
Commercial C $32.66 $391.92
Of note, the PACS Fund was created before Edina’s Pedestrian and Bicycle Master Plan (2018) and
therefore was organized without the foresight to implement all the critical projects identified by the plan
which included well over 100 miles of sidewalk, bikeways, and shared-use paths. As of 2022, the following
totals remain which under current funding levels will take about 44 years to complete.
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Current ProposedPercent of the Total Fund Contribution per Land UseResidential Commercial A Commercial B Commercial C
Page 3
City of Edina • 4801 W. 50th St. • Edina, MN 55424
29.7 miles of sidewalk 44.6 miles of bicycle
infrastructure
19.9 miles of shared
use paths (trails)
Several intersection
and crossing projects
The PACS Fund was also created before the city’s Climate Action Plan of which one of the top climate
actions is TL 1-2: Accelerate building on-street and off-street protected bike lanes, sidewalks, crosswalks,
and other walking infrastructure in high-need areas and fill connectivity gaps as identified in the City's
Pedestrian and Bicycle Master Plan. The pace of buildout is unacceptable due to the urgency of climate
change. Nearly half a century is too long to build out the multimodal infrastructure that will help the city
achieve one of its many climate goals including a reduction in vehicle miles traveled and increased transit
use. The only way Edina can increase the speed of project construction and achieve its transportation-
specific climate goals is to better fund those investments via a key local tool which is the PACS Fund.
Since 2013, there have been 122 crashes total (one fatal and 11 serious injury crashes) in Edina involving a
person walking, rolling, or bicycling. The Toward Zero Deaths (TZD) movement, embraced by local,
county, and state officials across Minnesota can only be successful through critical infrastructure
improvements to protect the transportation network’s most vulnerable users. Creating spaces for walking,
rolling, and bicycling that people of all ages and abilities can safely enjoy not only improves Edina’s quality of
life and prosperity but is supported by the 85 percent of residents that have used a trail at least once in the
last year per the City’s biannual resident survey. Furthermore, 11 percent of residents believe that traffic
and infrastructure are the City’s most serious issue of which investments in active transportation
infrastructure can improve by potentially reducing congestion and enhancing the transportation network.
Resident support for active transportation is clear due to the 43 percent who like living in Edina because of
the convenient location, accessibility, and walkability while 12 percent do so because of the trails, parks,
and recreational space. Investments in this infrastructure has clearly paid off with resident perception
regarding the ease of walking (60% to 73%) and biking (47% to 64%) increasing between 2015 and 2021.
The U.S. Census’ American Community Survey (2019) data for the City of Edina further illustrates the need
to continue investing in these projects due to those that are unable to, or do not have access to, a personal
vehicle, as well as those that commute by other modes beyond a private vehicle. - 9% of the population has a disability - 6% of households do not own a personal vehicle - 18% walk, bike, use public transportation, or work from home
Furthermore, for every $1 invested in active transportation, $24 is averted medical costs1 and on average
property values increase by up to ten times.2 And for every $1 million spent on active transportation
projects about eight to 12 jobs are created as compared to less than eight by a road project only.3
1 Smart Growth America (2015) Safer Streets, Stronger Economies: Complete Streets Project Outcomes from Across the Country. Available from:
https://smartgrowthamerica.org/resources/ evaluating-complete-streets-projects-a-guide-for-practitioners/. 2 Safe Routes to School National Partnership (2017) Investing in Walking, Biking, and Safe Routes to School: A Win for the Bottom Line. Available from: https://www.saferoutespartnership.org/sites/ default/files/resource_files/121117-sr2s-investing_report-final.pdf. 3 Garrett-Peltier H (2011) Pedestrian and Bicycle Infrastructure: A National Study of Employment Impacts. Amhert, MA: Political Economic Research Institute
Page 4
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Appendix
An analysis of opportunities to raise the fee by different percentage points was
completed to understand the impact such increases would have on both
completing the master plan as well as increasing funding for projects broadly
desired and supported by the residents of Edina. The forecast analysis included two scenarios: 1) a one-
time increase of all four-tiered rates or 2) maintain the existing residential rate and increase only the three
commercial rates. A hybrid of the two is the recommendation of this study.
Scenario 1: One-Time Increase of All Rates
The following table breaks down the potential new monthly rates per meter user, their annual cost, and the
amount that would be sent to the PACS Fund.
Table 2: PACS Fund Increase Scenario 1
Current 5% 10% 25% 50% 75% 100% 250% 500%
Res Monthly $1.62 $1.70 $1.78 $2.03 $2.43 $2.84 $3.24 $5.67 $9.72
Annual $19.44 $20.41 $21.38 $24.30 $29.16 $34.02 $38.88 $68.04 $116.64
PACS $761K $799K $837K $951K $1.14M $1.33M $1.52M $2.66M $4.56M
Comm A Monthly $2.74 $2.88 $3.01 $3.43 $4.11 $4.80 $5.48 $9.59 $16.44
Annual $32.88 $34.52 $36.17 $41.10 $49.32 $57.54 $65.76 $115.08 $197.28
PACS $56K $59K $62K $70K $84K $98K $112K $196K $336K
Comm B Monthly $7.66 $8.04 $8.43 $9.58 $11.49 $13.41 $15.32 $26.81 $45.96
Annual $91.92 $96.52 $101.11 $114.90 $137.88 $160.86 $183.84 $321.72 $551.52
PACS $110K $116K $121K $138K $166K $193K $221K $387K $663K
Comm C Monthly $32.66 $34.29 $35.93 $40.83 $48.99 $57.16 $65.32 $114.31 $195.96
Annual $391.92 $411.52 $431.11 $489.90 $587.88 $685.86 $783.84 $1371.72 $2351.52
PACS $283K $297K $311K $353K $424K $495K $566K $990K $1.70M
Total PACS $1.21M $1.27M $1.33M $1.51M $1.81M $2.12M $2.42M $4.24M $7.26M
Years to Complete
Master Plan 44 42 40 36 30 25 22 13 7
Figure 2: PACS Fund Increase Scenario 1
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
$7,000,000
$8,000,000
Current 10%25%50%67%75%100%250%500%Revenue GeneratedProposed Rate Increase
Residential Commercial A Commercial B Commercial C
Page 5
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Scenario 2: One-Time Increase of All Commercial Rates
The following table breaks down the potential new monthly rates per commercial
meter user, their annual cost, and the amount that would be sent to the PACS
Fund. This proposal would freeze the residential rate.
Table 3: PACS Fund Increase Scenario 2
Current 50% 100% 200% 250% 500% 1,000%
Res Monthly $1.62 $1.62 $1.62 $1.62 $1.62 $1.62 $1.62
Annual $19.44 $19.44 $19.44 $19.44 $19.44 $19.44 $19.44
PACS $761K $761K $761K $761K $761K $761K $761K
Comm A Monthly $4.11 $4.11 $5.48 $8.22 $9.59 $16.44 $30.14
Annual $32.88 $49.32 $65.76 $98.64 $115.08 $197.28 $361.68
PACS $56K $84K $112K $168K $196K $337K $617K
Comm B Monthly $7.66 $11.49 $15.32 $22.98 $26.81 $45.96 $84.26
Annual $91.92 $137.88 $183.84 $275.75 $321.72 $551.52 $1,011.12
PACS $110K $166K $221K $332K $387K $663K $1.21M
Comm C Monthly $32.66 $48.99 $65.32 $97.98 $114.31 $195.96 $359.26
Annual $391.92 $587.88 $783.84 $1,175.76 $1371.72 $2351.52 $4,311.12
PACS $283K $424K $566K $848K $990K $1.70M $3.11M
Total PACS $1.21M $1.43M $1.66M $2.11M $2.33M $3.46M $5.70M
Years to Complete
Master Plan 44 37 32 25 23 16 9
Figure 3: PACS Fund Increase Scenario 2
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
Current 50%100%200%250%500%1000%Revenue GeneratedProposed Rate Increase
Residential Commercial A Commercial B Commercial C
Page 6
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Recommended Scenario: One-Time Increase of All Rates
The following table breaks down the recommended new monthly rates per
commercial meter user, their annual cost, and the amount that would be sent to
the PACS Fund. This proposal would raise monthly fees for all users in Edina.
Table 3: PACS Fund Increase Recommendation
Current Proposed
Residential Monthly $1.62 $2.70
Annual $19.44 $32.40
Commercial A Monthly $2.74 $8.22
Annual $32.88 $98.64
Commercial B Monthly $7.66 $22.98
Annual $91.92 $275.76
Commercial C Monthly $32.66 $97.98
Annual $391.92 $1,175.76
Total Annual PACS Fund 1.21 M 2.62 M
Years to Complete
Ped/Bike Master Plan 44 21
Figure 4: PACS Fund Increase Recommendation
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
Current ProposedRevenue GeneratedResidential Commercial A Commercial B Commercial C
Transportation Commission Report on PACS Fund Increase ProposalMarch 7, 2023
PACS Fund Background•Special revenue fund from utility franchise fees (~$1.2 million annually)•Dedicated to creation, maintenance and improvements of non-motorized transportation facilitiesEdinaMN.gov1-S
Franchise Fee Rates and RevenueXcel EnergyXcel EnergyXcel EnergyXcel Energy CenterPoint EnergyCenterPoint EnergyCenterPoint EnergyCenterPoint Energy TotalTotalTotalTotalMonthlyMonthlyMonthlyMonthly AnnuallyAnnuallyAnnuallyAnnually MonthlyMonthlyMonthlyMonthly AnnuallyAnnuallyAnnuallyAnnually MonthlyMonthlyMonthlyMonthly AnnuallyAnnuallyAnnuallyAnnuallyRes.Res.Res.Res. $2.90 $34.80 $2.90 $34.80 $5.80 $69.60Comm. AComm. AComm. AComm. A $4.90 $58.80 $4.90 $58.80 $9.80 $117.60Comm. BComm. BComm. BComm. B $13.68 $164.16 $13.68 $164.16 $27.36 $328.32Comm. CComm. CComm. CComm. C $58.32 $699.84 $56.32 $699.84 $116.64 $1,399.68EdinaMN.gov2-S$960,000 (CAS)$960,000 (CAS)$960,000 (CAS)$960,000 (CAS)$1,220,000 (PACS)$1,220,000 (PACS)$1,220,000 (PACS)$1,220,000 (PACS)$2,180,000 Total Revenue (2022)$2,180,000 Total Revenue (2022)$2,180,000 Total Revenue (2022)$2,180,000 Total Revenue (2022)
Increase ScenariosEdinaMN.gov3-BScenario 1: One-Time Increase of All RatesScenario 2: One-Time Increase of Commercial Rates
Commission Recommendation•One-time increase of all rates•- $1.08/month/utility for residential•- $5.48-$65.32/month/utility for commercial•Reduce increase burden on residential users•Goal to double annual PACS Fund revenue, complete planned infrastructure projects in ~21 years (as opposed to ~44 years)EdinaMN.gov4-B
Strategic Objectives•Climate Action Plan: Accelerate building on-street and off-street protected bike lanes, sidewalks, crosswalks, and other walking infrastructure in high-need areas and fill connectivity gaps as identified in the City's Bike and Pedestrian Master Plan. •Pedestrian and Bicycle Master Plan:Increase the number of Edina residents, workers and visitors who walk or bike for transportation, health, fitness, and recreation in the city.•Comprehensive Plan: Implement a fully multi-modal transportation system, improve mobility with a balanced system of transportation alternatives and reduce the overall dependence on and use of single-occupancy vehicles.EdinaMN.gov5-S
Procedural Requirements•City’s authority to impose/raise fees is dictated by franchise agreements•Rate increases must be applied equally to Xcel and CenterPoint users•Fee can be increased by ordinance after notice provided to utilities (60 days for CenterPoint, 90 days for Xcel)•Fees were previously increased in 2015, 2018 and 2019.EdinaMN.gov6-S
Other Considerations•Conservation and Sustainabilty (CAS) Fund - Currently receives ~45% of franchise fee revenue, supports City’s conservation and sustainability initiatives•Streetlighting System- Potential source of revenue for proactive maintenance/replacement (est. $565,000/year for 25 years)•Sidewalk Repairs- Repairs are assessed to adjacent property owners with some exceptionsEdinaMN.gov7-S
Staff Recommendation•Further discussion on desired uses of franchise fees and potential rate increases at work session or Council Retreat•City should consider any and all potential uses of franchise fee revenue before proceeding with rate increasesEdinaMN.gov8-S
Date: March 7, 2023 Agenda Item #: VIII.C.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Cary Teague, Community Development Director
Item Activity:
Subject:Resolution No. 2023-16: Subdivision for 4404 Valley
View Road
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Adopt Resolution No. 2023-16 approving the Preliminary and Final Plat.
INTRODUCTION:
City Homes is requesting a subdivision of 4404 Valley View Road to establish individual lots for their four-unit
townhome project that was approved for this site in 2022. The proposal simply creates the lot for each unit so
that they may be sold off individually. See attached subdivision and previously approved site plan with variances
for this site.
ATTACHMENTS:
Description
Resolution No. 2023-16: Subdivision for 4404 Valley View Road
Planning Commission Staff Report, Feb. 8, 2023
Proposed Plat
2022 Approved Site Plan/Landscape Plan for the Site
Site Location and Zoning
Staff Presentation, Feb. 21, 2023
Resolution No. 2022-72: Approving a Site Plan with Variances at 4404 Valley View Road
Better Together Public Hearing Comment Report
Revised Boulevard Sidewalk along Valley View Road
RESOLUTION NO. 2023-16
APPROVING PRELIMINARY AND FINAL PLAT
AT 4404 VALLEY VIEW ROAD
BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows:
Section 1. BACKGROUND.
1.01 City Homes is requesting a subdivision of 4404 Valley View Road to establish individual lots
for their four-unit townhome project that was approved for this site in 2022. The specific
plans approved are the only thing that can be built on the site. Only the City Council can
approve of a different use or type of structure on the site. The proposal simply creates the lot
for each unit so that they may be sold off individually.
1.02 The following described tract of land is requested to be divided:
Lot 11 and 12, Block 22, Fairfax Addition, Hennepin County, Minnesota.
1.03 The Subject Property is guided NN, Neighborhood Node under the City’s Comprehensive Plan
and is zoned PCD-1, Planned Commercial District 1.
1.04 On September 7, 2022, the City Council granted approval of a Site Plan with Variances to
construct 4 rowhouses (4 units of housing) on the subject property.
1.05 On February 8, 2023, after published and mailed notice in accordance with Minnesota Statutes
and the City Code, the Planning Commission held a public hearing and considered the
subdivision request. At which time all persons desiring to be heard concerning this application
were given the opportunity to speak thereon. Vote. 5 Ayes and 0 Nays. Recommendation for
approval.
1.06 On November 16, 2022, the City Council held a public hearing.
Section 2. FINDINGS
2.01 Approval is based on the following findings:
1. This lot was approved for a four-unit townhome development in 2022. Approvals included a
Site Plan and multiple variances.
2. The specific plans approved are the only thing that can be built on the site. Only the City
Council can approve of a different use or type of structure on the site.
3. The proposed subdivision will accommodate individual home ownership for each of the four
units.
Resolution No. 2023-16
Page 2
4. The applicant intends to construct the townhomes as approved by the City of Edina.
5. There are no minimum lot size requirements in the PCD-1 zoning district.
Section 3. APPROVAL
NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves
the Preliminary and Final Plat at 4404 Valley View Road subject to the following conditions:
1. Prior to issuance of a building permit, the following items must be submitted:
a. Park dedication fee of $15,000 must be paid.
b. A construction management plan for the construction of each home.
2. Compliance with the approved Site Plan and Variances on the site.
Resolution No. 2023-16
Page 3
Adopted this 7th day of March 2023.
ATTEST:
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 March 7, 2023, and as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this ____ day of __________________, 2023.
_________________________________
City Clerk
February 8, 2023
Planning Commission
Cary Teague, Community Development Director
Subdivision – 4404 Valley View Road
Information / Background:
City Homes is requesting a subdivision of 4404 Valley View Road to establish individual lots for
their four-unit townhome project that was approved for this site in 2022. The specific plans
approved are the only thing that can be built on the site. Only the City Council can approve of a
different use or type of structure on the site. The proposal simply creates the lot for each unit so
that they may be sold off individually. (See attached subdivision and previously approved site plan
with variances for this site.
To accommodate the request the following is required:
1. A Subdivision (Preliminary and Final Plat)
SUPPORTING INFORMATION
Surrounding Land Uses
Northerly: Single-family homes; zoned R-1, Single Dwelling Unit District and guided low
density residential.
Easterly: Single-family homes; zoned R-1, Single Dwelling Unit District and guided Low
Density Residential.
Southerly: Apartments; zoned PRD-4, and guided for High Density Residential
Westerly: New Horizon Day Care; zoned PCD-1, Planned Commercial District; and guided
NN, Neighborhood Node.
STAFF REPORT Page 2
Existing Site Features
The subject property is 11,691 square feet in size. The site is vacant today. Previously located on
the site was the Burly hair salon, and before that was gas station. According to the MPCA, this site
had a petroleum leak discovered and reported in 2008. The owner at the time worked with the
MPCA to clean the site and provide the necessary documentation. The MPCA considers the site
cleared for development and they do not require any other documentation. MPCA stated the City
of Edina can approve permits for construction on this site.
Planning
Guide Plan designation: NN, Neighborhood Node
Zoning: PCD-1, Planned Commercial District
Lot Dimensions
There are no minimum lot size requirements for multi-family housing in the PCD-1 zoning
district.
Park Dedication
As with all subdivision proposals, park dedication is required. Edina City Code requires a park
dedication fee of $5,000 for each additional lot created. Therefore, a park dedication fee of
$15,000 would be required for the three additional lots.
Recommendation
Recommend the City Council approve the proposed subdivision (Preliminary Plat). Approval is
based on the following findings:
1. This lot was approved for a four-unit townhome development in 2022. Approvals included a
Site Plan and multiple variances.
2. The specific plans approved are the only thing that can be built on the site. Only the City
Council can approve of a different use or type of structure on the site.
3. The proposed subdivision will accommodate individual home ownership for each of the four
units.
4. The applicant intends to construct the townhomes as approved by the City of Edina.
5. There are no minimum lot size requirements in the PCD-1 zoning district.
STAFF REPORT Page 3
Approval is subject to the following conditions:
1. Prior to issuance of a building permit, the following items must be submitted:
a. Park dedication fee of $15,000 must be paid.
b. A construction management plan for the construction of each home.
2. Compliance with the approved Site Plan and Variances on the site.
Staff Recommendation
Staff recommends approval of the proposed Subdivision subject to the findings and conditions listed
above.
Deadline for a City Decision: March 21, 2023
C.R. DOC. NO. ROW AT VALLEYVIEW
KNOW ALL PERSONS BY THESE PRESENT: That City Homes, LLC, a Minnesota limited liability company, fee owner of the following described
property situated in the State of Minnesota, County of Hennepin to wit:
Lots 11 and 12, Block 22, "FAIRFAX, HENNEPIN COUNTY, MINNESOTA"
Has caused the same to be surveyed and platted as ROW AT VALLEYVIEW and does hereby dedicate to the public for public use the casements for drainage
and utility purposes as created by this plat.
In witness whereof said City Homes, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this
day of , 20 .
Signed: City Homes, LLC
Chief Manager
II
GRAPHIC SCALE
20 0 10 20 40
1 IN = 20 FEET
STATE OF MINNESOTA
COUNTY OF
FOUND 1 INCH OPEN IRON—,
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The instrument was acknowledged before me this day of 20 by Wayne W. Preuhs
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CITY COUNCIL, CITY OF EDINA, MINNESOTA
This plat of ROW AT VALLEYVIEW was approved and accepted by the City Council of the City of Edina, Minnesota, at a regular meeting thereof, held this
day of 20__, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
CITY COUNCIL, CITY OF EDINA, MINNESOTA
Mayor Manager
ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE SOUTH LINE OF LOT 12,
BLOCK 22, "FAIRFAX, HENNEPIN COUNTY,
MINNESOTA" HAVING AN ASSUMED BEARING OF NORTH 89 DEGREES 53
MINUTES 11 SECONDS EAST.
• DENOTES FOUND IRON MONUMENT (SIZE AND TYPE AS SHOWN)
DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET
▪ AND MARKED BY MINNESOTA REGISTRATION NUMBER 43503
(100.0) DENOTES DISTANCE PER THE PLAT OF "FAIRFAX, HENNEPIN COUNTY, MINNESOTA"
CITY OF EDINA
JAN 13 2023
DEPARTMEN
ADVANCE SURVEYING & ENGINEERING CO.
This instrument was acknowledged before me this day of 20 by
Homes, LLC, a Minnesota limited liability company, on behalf of the company.
Chief Manager of City
(Signature)
(Print)
Notary Public, County, Minnesota
My Commission Expires
I Wayne W. Preuhs do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State
of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat: that
all monuments depicted on this plat have been or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota
Statutes Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and that all public ways are shown and labeled on this
plat.
Dated this day of 20 .
Wayne W. Preuhs, Licensed Land Surveyor
Minnesota License Number 43503
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RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota
I hereby certify that taxes payable in 20_ and prior years have been paid far land described on this plat, dated this day of 20
Mark V. Chapin, County Auditor by Deputy
SURVEY DIVISION, Hennepin County, Minnesota
Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this day of , 20
Chris F. Mavis, County Surveyor by
COUNTY RECORDER, Hennepin County, Minnesota
I hereby certify that the within plat of ROW AT VALLEYVIEW was recorded in this office this day of 20 at o'clock
Martin McCormick, County Recorder by: Deputy
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TOP NUT HYD.
ELEV.=897.00
LEGAL DESCRIPTION:
Lots 11 and 12, Block 22, Fairfax, Hennepin County, Minnesota.
SCOPE OF WORK & LIMITATIONS:
1. While we show a proposed location for this home or addition, we are not as familiar
with your proposed plans as you, your architect, or the builder are. Review our
proposed location of the improvements and proposed yard grades carefully to verify that
they match your plans before construction begins. Also, we are not as familiar with
local codes and minimum requirements as the local building and zoning officials in this
community are. Be sure to show this survey to said officials, or any other officials that
may have jurisdiction over the proposed improvements and obtain their approvals
before beginning construction or planning improvements to the property.
2. Note that all building dimensions and building tie dimensions to the property lines, are
taken from the siding and or stucco of the building.
3. While we show the building setback lines per the City of Edina web site, we suggest
you show this survey to the appropriate city officials to be sure that the setback lines are
shown correctly. Do this BEFORE you use this survey to design anything for this
site.Showing the length and direction of boundary lines of the legal description listed
above. The scope of our services does not include determining what you own, which is
a legal matter. Please check the legal description with your records or consult with
competent legal counsel, if necessary, to make sure that it is correct and that any matters
of record, such as easements, that you wish to be included on the survey have been
shown.
4. Showing the location of observed existing improvements we deem necessary for the
survey.
5. Setting survey markers or verifying existing survey markers to establish the corners of
the property.
6. Showing and tabulating impervious surface coverage of the lot for your review and for
the review of such governmental agencies that may have jurisdiction over these
requirements to verify they are correctly shown before proceeding with construction.
7. Showing elevations on the site at selected locations to give some indication of the
topography of the site. We have also provided a benchmark for your use in determining
elevations for construction on this site. The elevations shown relate only to the
benchmark provided on this survey. Use that benchmark and check at least one other
feature shown on the survey when determining other elevations for use on this site or
before beginning construction.
8. This survey has been completed without the benefit of a current title commitment.
There may be existing easements or other encumbrances that would be revealed by a
current title commitment. Therefore, this survey does not purport to show any
easements or encumbrances other than the ones shown hereon.
GFE= 898.00
STANDARD SYMBOLS & CONVENTIONS:
"0" Denotes iron survey marker, found.
• Denotes iron survey marker, to be set.
UNIT W2
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TOF=89712
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PROPOSED HARDCOVER - ENTIRE PARCEL
WEST UNITS (WITH CANT.) 2,540 SQ. FT.
WEST WALKS/STOOPS 196 SQ. FT.
WEST DRIVEWAY 684 SQ. FT.
WEST AC PADS 13 SQ. FT.
EAST UNITS 2,858 SQ. FT.
EAST WALKS/STOOPS 164 SQ. FT.
EAST DRIVEWAYS 995 SQ. FT.
EAST AC PADS 13 SQ. FT.
TOTAL PROPOSED HARDCOVER 7,463 SQ. FT.
AREA OF LOT 11,307 SQ. FT.
LOT COVERAGE 66.0%
/At F p
4,1 ts
PRELIMINARY PLAT: ROW AT VALLEYVIEW
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CI- Pf OF7.,EDIN A OA/ 1,9
JAN 1 3 2023
114-/y PLANNING DEP:',FITI-1ENT
SNIP .28
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4104. 24
PROPOSED LOT AREAS
LOT 1 2,336 SQ. FT.
LOT 2 2,770 SQ. FT.
LOT 3 3,013 SO. FT.
LOT 4 3,188 SQ. FT.
REVISION DESCRIPTION DATE CLIENT/JOB ADDRESS
CITY HOMES
4404 VALLEY VIEW RD.
EDINA, MN
DRAFTED DATE:
DECEMBER 22, 2022
SHEET NO.
S1
SHEET10F1
SURVEYED DATE:
APRIL 25, 2022
SHEET TITLE
PRELIMINARY PLAT Advance
Surveying & Engineering, Co. SHEET SIZE: 22 X 34
DRAWING NUMBER
222237 WP
17917 Highway No. 7
Minnetonka, Minnesota 55345
Phone (952) 474.7964
Web: vowi.advsur.com
West Unit 1
West Unit 2 East Unit 2
East Unit 1
Roof Deck
Roof Deck
Roof Deck
Roof Deck
Concrete DrivewayConcrete
Driveway
Concrete Driveway
Existing Home
(4) S M Spirea
(3) Pyr Arborvitae
s i m p l y h o m e s
i n c
Oaklawn Avenue0 5 10 20
(6) A F Dogwood
Perennial Bed Typical at
Front Entrances
(1) American Linden
(Basswood)
(1) American Linden
(Basswood)
(1) P Elm
(1) H W Maple
(2) Colorado Blue Spruce
(3) Colorado Blue Spruce
(1) P F Crab
(8) Pyr Arborvitae
(3) S M Spirea
(2) P F Crab
Modular Block
Retaining Wall @
West and North
Property Line
Typical Building Base
Planting: Bark or
stone bed w/mixed
low height plantings
Notes to Drawing:
1.All areas shall be sodded unless
noted otherwise
2.Provide root barrier at paving,
building edges and utilities when
trees within 5’
3.All lawn and landscape areas shall
be irrigated with fully functional
irrigation system
(1) P Elm
(10) S M Spirea
(12) Pyr Arborvitae (7) P G Aspen
s i m p l y h o m e s i n c
Maintenance Edge
Shovel Cut Modular Block Wall
Deciduous Tree Planting
Shrub and Groundcover Planting
The CITY of
EDINA
Subdivison – 4404 Valley View Road
The CITY of
EDINA
EdinaMN.gov 2
The CITY of
EDINA
EdinaMN.gov 3
The CITY of
EDINA
EdinaMN.gov 4
The CITY of
EDINAThis Request Requires:
EdinaMN.gov 5
Subdivision (Preliminary and Final Plat)
The CITY of
EDINA
EdinaMN.gov 6
The CITY of
EDINA
EdinaMN.gov 7
The CITY of
EDINA
EdinaMN.gov 8
The CITY of
EDINABetter Together
EdinaMN.gov 9
The CITY of
EDINAStaff Recommendation
EdinaMN.gov 10
The CITY of
EDINA
EdinaMN.gov 11
Buildable Area
The CITY of
EDINA
EdinaMN.gov 12
The CITY of
EDINA
EdinaMN.gov 13
2018 Approved Overall
Development Plan
Site
CUP Approved for 4 units on
the subject site
Survey Responses
Public Hearing Comments-4404 Valley
View Rd Subdivision
Better Together Edina
Project: 4404 Valley View Road Subdivision
VISITORS
23
CONTRIBUTORS
9
RESPONSES
9
0
Registered
0
Unverified
9
Anonymous
0
Registered
0
Unverified
9
Anonymous
Respondent No:1
Login:Anonymous
Email:n/a
Responded At:Jan 28, 2023 13:12:02 pm
Last Seen:Jan 28, 2023 13:12:02 pm
IP Address:n/a
Q1.First and Last Name Janey Westin
Q2.Address 6136 Brookview Ave., Edina
Q3.Comment
This property is zoned PCD-1; for Planned Commercial use. What has been most recently approved, is two residential
DUPLEXES. (They are not row houses, by any stretch of the imagination.) They are not being built or sold for commercial
use. So why is the current lot, still zoned as PCD-1 ? If the lot were zoned as R-1/R-2, reflecting what HAS been approved,
the extremely small proposed lots would be getting a different kind of scrutiny. Why is this division being pursued? Is the
developer's proposal to divide this single lot into 4 individual lots, desired for the sole purpose of making each duplex unit
more attractive to potential buyers, because they would not have monthly association fees? Or, is the reasoning here, to
divide it up, build the more viable eastern duplex units of lots #3 and #4, and then sell off lots #1 and #2 for someone else to
have a try with something commercial to be built at a later date? The extremely short, combined driveway configuration of
the western duplex is not safe for sidewalk pedestrians or drivers attempting to exit onto Valley View. Parking any vehicle in
front of the garage of the westernmost unit, would only be possible with a very small, short vehicle. The two western units, if
ever built, may take a very, very long time to sell. In the survey document attached to Better Together, I see that the Valley
View sidewalk is now shown to be right at the curb, rather than a couple feet back, where snow plows on Valley View can put
snow, and still have sidewalk access for pedestrians. Is this a change from what was approved on the earlier surveys? The
developer needs to be asked for logical and well reasoned explanations to these questions before any decisions can be
made on this proposed division. Plus, the Planning Department needs to take a serious look at the current lot's PCD-1
status.
Respondent No:2
Login:Anonymous
Email:n/a
Responded At:Jan 31, 2023 11:30:17 am
Last Seen:Jan 31, 2023 11:30:17 am
IP Address:n/a
Q1.First and Last Name Andy Lewis
Q2.Address 6117 St Johns Ave
Q3.Comment
As a resident of the neighborhood, I am supportive of this common sense action to allow for the previously approved town
homes to be built as/on individual lots.
Respondent No:3
Login:Anonymous
Email:n/a
Responded At:Feb 08, 2023 09:59:50 am
Last Seen:Feb 08, 2023 09:59:50 am
IP Address:n/a
Q1.First and Last Name Laura Ericksen
Q2.Address 6037 Wooddale
Q3.Comment
As a homeowner in the neighborhood I STRONGLY OBJECT to any variances for the project at 4404 Valley View Road.
ALL codes for setbacks and height restrictions should be strictly adhered to for any development of this property. The
developer knew or should have known what restrictions were required when they purchased the property. I realize that covid
and the economy may not have been considered when the property was purchased and has changed the situation
considerably. That is a risk you take in business. My question to the Council is why should the neighbors have to bear the
brunt of the developers decisions. The neighbors should not be worse off at the end of any development because of
decisions by the developer. First let's address the request to change the setbacks. To leave my house I drive by this
area/intersection 60-65% of the time. This is a weird to navigate, busy intersection. Changing the setback rules would
reduce visibility and make driving more dangerous. During evening rush hour, traffic is often backed up from the light at
Wooddale to Highway 62. The developer wants to add three driveways, one on Valley View and two on Oaklawn. Driving
west on 62nd Street to turn north on to Oaklawn is already difficult due to the slope of the road. Adding multiple driveways
will exacerbate the problem. Changes would impact not just the immediate area but those that live west of France, north of
Highway 62 and east of Highway 100. A committee carefully selected by the city, developed the small area plan taking into
account what local residents wanted for their neighborhood. The plan was approved by the city. The developer wants the
city to change those plans for his sole convenience and profit. I think those who own property and live in the area should
have their wishes and desires for the neighborhood carry heavier weight than some one who only cares about the area as
long as they can make a profit and are invested in the neighborhood only as long as it takes to build their latest project. By
ignoring height restrictions the property immediately to the north will loose their sun as may another house or two to the
north. This will impact their trees and other vegetation, to say nothing about any sunlight through their windows during our
long winters. According to Hennepin County Property Tax record current owners bought the property in 2002, long before
this teardown craze started. They could not have predicted how directly impacted they could become due to a developers
plans. It should have to become their problem, but will if approved. The developer's plan shows over 66 percent of the lot will
be building or impenetrable driveways. This will change how water from rain or snow will drain from the property. How does
the City and or developer plan to make sure no one in the neighborhood, not just the properties immediately adjacent to site,
are harmed by the changes to drainage? How will they be made whole if their property is flooded? The City has an abysmal
track record in dealing with flooding of homeowners property. We shouldn't add to that track record when it can be easily
avoided. Please reject any and all variances for this project!
Respondent No:4
Login:Anonymous
Email:n/a
Responded At:Feb 22, 2023 13:59:17 pm
Last Seen:Feb 22, 2023 13:59:17 pm
IP Address:n/a
Q1.First and Last Name Maggi Bookey
Q2.Address 5845 Ashcroft Avenue
Q3.Comment
This project was approved last summer as homes that will be sold to individual owners. That was always the intent and what
we wanted for our city. We are not looking for rentals and do not want rental properties in our neighborhood and we did not
support this project for that type of product. Thank you!!!!
Respondent No:5
Login:Anonymous
Email:n/a
Responded At:Feb 22, 2023 15:13:07 pm
Last Seen:Feb 22, 2023 15:13:07 pm
IP Address:n/a
Q1.First and Last Name Tom Hoffman
Q2.Address 4228 Sidell Trail Edina 55416
Q3.Comment
I am excited about this project. It is perfect product for my spry but aging mother and we want he close to us as she ages.
We were excited to see an alternative/condo solution rather than rental properties. The nice about investing in Edina is that it
has historically preformed better than most MPLS suburbs if not all. Renting is not in our consideration set.
Respondent No:6
Login:Anonymous
Email:n/a
Responded At:Feb 22, 2023 20:08:31 pm
Last Seen:Feb 22, 2023 20:08:31 pm
IP Address:n/a
Q1.First and Last Name Kathryn Laabs
Q2.Address 6612 Brittany rd. Edina, MN
Q3.Comment
I believe the Edina Flats project was tastefully done and cleaned up a previously unsightly area. I also think it's an excellent
option for individuals who want to maintain home ownership but don't want the responsibilities of a yard while feeling like
they still have access to the outdoors. My parents have considered these units as an option for their downsizing so they
might move closer to family without feeling like they are in an apartment complex. They wish to live among other home
owners and not renters who might not be as invested in the care and maintenance of the property and well being of the
community. I support the addition of units in this area.
Respondent No:7
Login:Anonymous
Email:n/a
Responded At:Feb 23, 2023 14:37:51 pm
Last Seen:Feb 23, 2023 14:37:51 pm
IP Address:n/a
Q1.First and Last Name Britta Hovey
Q2.Address 5617 Zenith Ave So.
Q3.Comment
The city should continue to advocate for housing developments and developers like this who offer options for Seniors to Age
in Place close to family without forcing them into rentals. Edina is known for multi-generational families. It is a uniqueness
Edina should hold tight to in order to not be like every other city and excel. There is extreme need for this type of product in
our city. My father is in Assisted Living in Edina. Many people who live there had no other option to downsize & remain
close to home to Age in Place. They get taken advantage of by the corporations/franchisees because the cost is always to
high for the value. Not allowing subdivisions for the approved project would mean discouraging developers in this space and
creating more rentals which is not meeting the need of Edina’s aging population..
Respondent No:8
Login:Anonymous
Email:n/a
Responded At:Feb 24, 2023 11:00:40 am
Last Seen:Feb 24, 2023 11:00:40 am
IP Address:n/a
Q1.First and Last Name Kris Fitzpatrick
Q2.Address 6020 Oaklawn Ave.
Q3.Comment
I heard this project might turn into rentals. Is that true and why? Hoping it's NOT true.
Respondent No:9
Login:Anonymous
Email:n/a
Responded At:Feb 27, 2023 09:25:25 am
Last Seen:Feb 27, 2023 09:25:25 am
IP Address:n/a
Q1.First and Last Name Janey Westin
Q2.Address 6136 Brookview Ave, Edina
Q3.Comment
This property is currently zoned PCD-1 Condominium. What has been approved to be built, is two duplexes. Because it is
zoned for commercial development, any of the four units could LEGALLY be used for business-- in whole, or on a partial
basis. Here are possible examples: Someone could buy Units 1+2, live in Unit 2, and operate a business out of the Unit 1.
Or, an owner could convert the lower bedroom level of their unit into a business, and use the rest of the unit as the
residence. The biggest issue with these possibilities, is the lack of any space for customer or employee parking, particularly
with Units 1+2. That ends up putting customer parking onto the residential neighborhood streets, since there is no parking
allowance on Valley View or 62nd Street for the distance of one to two blocks away. The closest street parking, is on
Oaklawn, approaching the dangerously curved, partially blind intersection of Oaklawn, 62nd and Valley View. In the
circumstance of a 2-3 day snowstorm, as we just experienced, there is no street parking. What happens with delivery
vehicles? Where do they park? PCD-1 zoning would allow multiple deliveries in one day, as well as multiple employees to
work in any of these units. The lack of parking for businesses, was a big factor in two PREVIOUS proposals by City Homes,
for THIS property. The previous proposals were NOT approved. To allow division of this already too small and oddly shaped
lot, makes it even easier for this type of future business use scenario to become a reality. Because the previous City Council
has already approved the two duplexes for this single lot, the City has put itself into a difficult predicament, with no other
precedence in the city. Attempts to compare this property with the combined commercial/condo building on the SW corner of
50th and France, is ludicrous. The request to divide, should have been part of the whole package of the original proposal to
put two duplexes on this PCD-1 Condominium zoned lot. There isn't a good reason to allow division of this lot. Allowance will
create a myriad of problems for traffic, parking, and residents in the neighborhood. Put the brakes on this proposal, and get
this single lot rezoned for 2 residential duplexes use, as an R-2 property. After that, if City Homes wants to still request
division, then it can be considered in light of what the property really is-- it is not a single condominium building; nor is it "row
houses".
Date: March 7, 2023 Agenda Item #: VIII.D.
To:Mayor and City Council Item Type:
Report / Recommendation
From:Cary Teague, Community Development Director
Item Activity:
Subject:Resolution No. 2023-17: Preliminary Development
Site Plan Review for 5146 Eden Avenue (former
Public Works Site)
Action
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
Adopt Resolution No. 2023-17 approving the Preliminary Development Site P lan.
INTRODUCTION:
Jester Concepts is requesting Preliminary Site Plan approval to build a 13,500-square-foot restaurant with
an outdoor dining area, outdoor bar and pizza oven at the old Public Works site, located at 5146 Eden
Ave. The plans include public restrooms attached to the restaurant but will be available for users of the
public park. This would be Phase 2 of the redevelopment of the site. Phase 1 will be an 86-unit senior
cooperative housing project. The property is zoned PUD, Planned Unit Development. (See attached
narrative and plans.)
The proposed plans are consistent with the approved overall development for this Planned Unit
Development. (See attached approved P UD P lan.)
ATTACHMENTS:
Description
Resolution No. 2023-17: Preliminary Development Site Plan Review for 5146 Eden Avenue (Former Public Works Site
Planning Commission Staff Report - February 8, 2023
Building and Fire Staff Report
Engineering Memo - Transportation, Sustainability and Engineering
Site Location, Zoning, & Comp. Plan
Applicant Narrative and Plans
Approved Overall Development Plans for the old Public Works Site
PUD Development traffic and parking study
Staff Presentation to Planning Commission
Applicant Presentation to Planning Commission
Better Together Public Hearing Comment Report
RESOLUTION NO. 2023-17
APPROVING PRELIMINARY DEVELOPMENT SITE PLAN FOR THE
CONSTRUCTION OF A RESTAURANT WITHIN PUD-24 AT 5146 EDEN AVENUE
BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows:
Section 1. BACKGROUND.
1.01 Jester Concepts is proposing to re-develop portion of the 3.3-acre vacant old public work site
at 5146 Eden Avenue with a 13,500 square foot restaurant.
1.02 Approval of PUD-24 was granted by the City Council in 2022 for this site. The development
will include the following three phases:
Phase 1 – A 6-1/2-story, 86-unit senior cooperative project (owner occupied) with
underground parking. (Applewood Pointe Cooperative) Ten percent (10%) of the
units would be for affordable housing (9 units).
Phase 2 – A two/three-story, 13,500 square foot 347 seat restaurant with 30
surface parking stalls. Additional parking would rely on the public Jerry’s parking
ramp to the west.
Phase 3 – A 31,643 square foot green space/public plaza area with pedestrian
walkways to the pedestrian bridge, now under construction, that will connect the
Jerry’s parking ramp.
1.03 Jester Concept is seeking Preliminary Site Plan approval for the restaurant. Preliminary Site
Plan has been granted for Phase 1.
1.04 The property is legally described as follows:
See attached Exhibit A
1.05 On October 6, 2022, the City Council approved Preliminary Rezoning to PUD, Preliminary
Development Site Plan for the apartments and a Subdivision of the subject property.
Section 2. FINDINGS
2.01 Approval is based on the following findings:
1. The proposed land uses and density are consistent with the Comprehensive Plan.
2. The proposed plans are consistent with the overall development plan for the site.
3. The proposed restaurant meets the development standards established as part of the PUD
Zoning of the site.
RESOLUTION NO. 2023-17
Page 2
4. The existing roadways and parking would support the project. SEH conducted a traffic study,
which concludes that the proposed project can be supported by the existing roads and
proposed new configuration of Arcadia and Eden Avenue, including the round-a-bout.
Section 3. APPROVAL
NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves
the Preliminary Development Site Plan for a restaurant within PUD-24 at 5146 Eden Avenue.
Approval is subject to the following conditions:
1. The Final Development Plans must be generally consistent with the Preliminary Development
Plans dated January 27, 2023.
2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of
the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be
submitted for one and one-half times the cost amount for completing the required landscaping,
screening, or erosion control measures at the time of any building permit.
3. Provision of code compliant bike racks for each use near the building entrances.
4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City
Code.
5. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code.
6. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district’s requirements.
7. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final
Approval.
8. Compliance with the conditions outlined in the director of engineering’s memo dated January
30, 2023.
9. As required as part of the PUD approvals, the building shall be required to meet the City’s
sustainability policy. The developer and building shall work with the City’s sustainability
coordinator to ensure compliance.
10. Submittal of a construction management plan subject to review and approval of city staff prior
to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and
vehicle movement.
11. Hours of construction must be consistent with City Code.
12. Compliance with the conditions outlined in the fire marshal and building official’s memo dated
February 3, 2023.
RESOLUTION NO. 2023-17
Page 3
Adopted by the City Council of the City of Edina, Minnesota, on March 7, 2023.
ATTEST:
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 March 7, 2023, and as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this ____ day of __________________, 2023.
_________________________________
City Clerk
Jester Concepts is requesting Site Plan approval to build a 13,500 square foot restaurant
with an outdoor dining area, outdoor bar and pizza oven at the old public works site,
located at 5146 Eden Avenue. The plans include public restrooms attached to the
restaurant but will be available for users of the public park. This would be Phase 2 of the
redevelopment of the site. Phase 1 will be an 86-unit senior cooperative housing project.
The property is zoned PUD, Planned Unit Development. (See attached narrative and plans.)
The proposed plans are consistent with the approved overall development for this Planned
Unit Development. (See attached approved PUD Plan.)
SUPPORTING INFORMATION
Surrounding Land Uses
Northerly: Retails shopping; zoned PCD-2, Planned Commercial District, and guided MXC,
Mixed Use Center (20-100 units per acre).
Easterly: Office building; zoned POD, Planned Office District and guided MXC, Mixed Use
Center (20-100 units per acre).
Southerly: Our Lady of Grace church and school; R-1, Single dwelling unit district and guided
LDR, Low Density Residential.
Westerly: Railroad Tracks, Jerry’s public parking ramp and commercial uses; zoned PCD-2,
Planned Commercial District and guided MXC, Mixed Use Center.
Existing Site Features
The subject property within the PUD is 3.3 acres in size, slopes up from Eden Avenue and
contains a surface parking lot which served the old public works operation.
February 8, 2023
Planning Commission
Cary Teague, Community Development Director
Preliminary Development Site Plan Review – 5146 Eden Avenue (Former Public Works
Site)
Information / Background:
STAFF REPORT Page 2
Planning
Guide Plan designation: MXC, Mixed Use Center (20-100 units per acre).
Zoning: PUD, Planned Unit Development District
Site Circulation/Traffic
Direct vehicular access to the restaurant will be off Arcadia Avenue. Additional access will be
through the public parking ramp to the west. A pedestrian connection is provided from the
parking ramp, over the railroad tracks and through the park to the north. Valet parking will also
be available in front of the restaurant. SEH conducted a traffic study as part of the PUD
approval, which concludes that the proposed project can be supported by the existing roads.
(See attached traffic study.)
Parking
Based on the proposal for a 13,500 square foot 347 seat restaurant 166 spaces are required.
The project proposes 30stalls for the restaurant. Public parking stalls are available adjacent to
the restaurant site in the Jerry’s parking ramp. A parking study was done by SEH, which
concludes that there is an average of 215 unused parking stalls available. These stalls would
provide the additional parking stalls needed to accommodate the proposed restaurant and
public park. (See pages 10-11 in the attached traffic and parking study.) Handicap parking stalls
shall be required subject to approval of the building official at the time of building permit.
Landscaping
Based on the perimeter of the site, 41 overstory trees would be required. The applicant is
proposing 85 overstory trees in the boulevards along the public-streets and the interior of the
project. (See attached landscape plan.) A full complement of understory shrubs and bushes are
proposed. Additional landscaping is proposed within the outdoor dining area compared to
overall PUD approval plans.
Grading/Drainage/Utilities
The city engineer has reviewed the proposed plans and found them to be acceptable subject to
the comments and conditions outlined in their review memo. (See attached memo dated
January 30, 2023.) Easements for the private utilities shall be established across the subject
parcel and the city property subject to approval of the city engineer.
A Site Improvement Plan Agreement would be required for each final site plan approval. Any
approvals of this project would be subject to review and approval of the Minnehaha Creek
Watershed District, as they are the City’s review authority over the grading of the site.
Building Material
Flexibility on building material (brick and stone) at the base 60 feet up, 20-foot height at the
first floor, and the 75% transparency at ground level was requested and approved as part of the
STAFF REPORT Page 3
PUD. The building materials presented are consistent with the approved overall development
plans. The proposed building material would be wood and metal siding with large glass
openings. (See attached building elevations and material.)
Sustainability
As required as part of the PUD approvals, the building shall be required to meet the City’s
sustainability policy. The developer and building shall work with the City’s sustainability
coordinator to ensure compliance.
Mechanical Equipment
No mechanical equipment has been shown on the plans. Any rooftop and/or ground level
equipment would have to be screened if visible from adjacent property lines. Final Plans must
include location of mechanical equipment and the means of screening. No ground level
mechanical equipment shall be located within the front yard of the development.
Signage
The signage allowed on the site should correspond to the use. The housing uses would be
subject to sign regulations of a residential district; the retail/restaurant uses would be subject to
sign regulations of commercial districts. This would be written into the PUD Ordinance.
Living Streets/Multi-Modal Consideration
Sec. 36-1274. - Sidewalks, trails and bicycle facilities.
(a) In order to promote and provide safe and effective sidewalks and trails in the city and
encourage the use of bicycles for recreation and transportation, the following
improvements are required, as a condition of approval, on developments requiring the
approval of a final development plan or the issuance of a conditional use permit pursuant
to article V of this chapter:
(1) It is the policy of the city to require the construction of sidewalks and trails
wherever feasible so as to encourage pedestrian and bicycle connectivity throughout
the city. Therefore, developments shall provide sidewalks and trails which adjoin the
applicant's property:
a. In locations shown on the city's sidewalk and trail plan; and
b. In other locations where the council finds that the provision of such sidewalks
and trails enhance public access to mass transit facilities or connections to other
existing or planned sidewalks, trails or public facilities.
(2) Developments shall provide sidewalks between building entrances and sidewalks
or trails which exist or which will be constructed pursuant to this section.
(3) Developments shall provide direct sidewalk and trail connections with adjoining
properties where appropriate.
(4) Developments must provide direct sidewalk and trail connections to transit
stations or transit stops adjoining the property.
STAFF REPORT Page 4
(5) Design standards for sidewalks and trails shall be prescribed by the engineer.
(6) Nonresidential developments having an off-street automobile parking requirement
of 20 or more spaces must provide off-street bicycle parking spaces where
bicycles may be parked and secured from theft by their owners. The minimum
number of bicycle parking spaces required shall be five percent of the automobile
parking space requirement. The design and placement of bicycle parking spaces
and bicycle racks used to secure bicycles shall be subject to the approval of the
city engineer. Whenever possible, bicycle parking spaces shall be located within 50
feet of a public entrance to a principal building.
(b) The expense of the improvements set forth in subsection (a) of this section shall be
borne by the applicant.
The overall project will include boulevard sidewalks on Arcadia and Eden Avenue. Part of this
City project includes the construction of a pedestrian bridge over the railroad tracks to
connect to the Jerry’s public parking ramp. This opens up the shared parking opportunities for
the subject property, as well as adjacent properties to the north and east.
Grandview Development Framework
As highlighted in the original PUD approvals, the proposed plans contain two key elements in
the Framework: A bridge that would connect the Jerry’s parking ramp and a large public green
space. (Bridge is currently under construction.) Plans show the bridge and a 31,643 square foot
public plaza. (See attached Development Framework Document.) The overall development has
done a nice job addressing the 7 Guiding Principles for the Grandview District as demonstrated
below. (Taken from page 7 in the applicant submittal package.)
1. CREATE VIBRANT CONNECTED DISTRICT
The proposed combination of residential, commercial and public space adds vibrancy to the
surrounding commercial and multi-family neighbors. Public art elements will be included on each of
the three sites to create a unique place that is connected by roadways, sidewalks and bicycle access.
Future access to the railroad is possible if freight operations were to cease in the future. The
mixture of uses are intentionally selected to create a catalyst that may inspire other aging properties
to redevelop in a similarly vibrant manner.
2. NEIGHBORHOOD CENTER WITH REGIONAL CONNECTIONS The proposed scale of
development is appropriate for a new mixed-use neighborhood while also taking advantage of the
regional connections via Highway 100 and local road network. Residential senior cooperative living
expanded dining services and amenities, and a public greenspace combine to create a new place for
neighborhood residents of all ages to visit and experience. Private development tax capacity
generation, with new home ownership opportunities for Edina residents are combined with a new
hospitality, dining and event destination and a new public space, all within easy reach of
neighborhoods on both sides of Highway 100.
3. TURN PERCEIVED BARRIERS INTO OPPORTUNITIES
The site’s elevations and grading are used to create a terraced, cascading topography from the
pedestrian bridge and connecting trail at the north down to the Grandview Yard, stepping down to
outdoor dining and activities areas at the Restaurant, and finally utilized for below-grade residential
parking and features at the Senior Cooperative. The railroad track barrier is now spanned to better
connect properties throughout the district and improving access to existing parking resources.
4. DESIGN FOR THE PRESENT & FUTURE
STAFF REPORT Page 5
The development considers current and future needs by pursuing logical increments of change using
key parcels as stepping stones to a more vibrant, walkable, functional, attractive and life-filled place.
Landscaped terraces and outdoor activity and seating areas line Arcadia Avenue leading up to
Grandview Yard with its pedestrian trails and bridge connection. These features will shape the land
use patterns of adjacent parcels and future area development, connecting the district with existing
parking resources.
5. ORGANIZE PARKING
The plan strategically minimizes surface parking by maximizing below-grade parking and shared
access routes along with shared use of existing public parking facilities. The Restaurant site provides
only 31 parking spaces and relies on shared public parking with valet drop off service. The Senior
Cooperative provides minimal short-term and drop off parking stalls and features indoor guest
parking at the north entrance level, with all resident parking and move-in access located below-
grade and accessed from Eden Avenue. The adjacent Grandview Parking Structure has been
improved to serve as a safe and welcoming resource for existing users as well as future visitors to
the new Grandview Yard.
6. IMPROVE MOVEMENT FOR ALL AGES
The development improves movement within and access to the District for people of all ages by
facilitating multiple modes of transportation and preserving future transit opportunities provided by
the rail corridor. In addition to its pedestrian and bike-friendly north/south connections, it spans the
railroads to connect the District east/west and does not hinder future transit if freight operations
were to cease in the future. Roadway improvements to Eden and Arcadia are currently underway,
and the new pedestrian bridge and trail are also under construction.
7. CREATE AN IDENTITY & SENSE OF PLACE
The development incorporates natural spaces into high quality and sustainable development that
reflects Edina’s innovative development heritage. The combination of the Grandview Yard with a
privately operated hospitality, dining and event destination creates an overlapping synergy of
activities and opportunities, year-round. Combined with the animating vitality of 86 ownership
residential living units, a sustainable and unique identity is created unlike any other in Edina. Each
element of the redevelopment site will feature public art to engage visitors, residents and the
community.
STAFF REPORT Page 6
COMPLIANCE TABLE
City Standard
(PUD)
Proposed
(Measured from building to
the lot line)
Building Setbacks to the
PUD perimeter lot line -
Restaurant
Front – East (Eden Avenue)
Front – South (Arcadia Avenue)
Side – West
Rear – North
10 feet
130 feet
10 feet
138 feet
100+ feet (restaurant)
40 feet (outside oven)
200+ feet
10 feet
139 feet
Building Height Four Stories and 48 feet
2 stories and 26 feet
Building Coverage
Maximum Floor Area Ratio (FAR)
45%
1.5%
19%
.2%
Parking Stalls – Restaurant 30 spaces on site (Jerry’s
Parking Ramp)
30 spaces + utilization of the
Jerry’s parking ramp
STAFF RECOMMENDATION
Recommend the City Council approve the request for Site Plan for Jester Concepts to
construct the restaurant as proposed.
Approval is based on the following findings:
1. The proposed land uses, and density are consistent with the Comprehensive Plan.
2. The proposed plans are consistent with the overall development plan for the site.
3. The proposed restaurant meets the development standards established as part of the PUD
Zoning of the site.
4. The existing roadways and parking would support the project. SEH conducted a traffic study,
which concludes that the proposed project can be supported by the existing roads and
proposed new configuration of Arcadia and Eden Avenue, including the round-a-bout.
Approval is subject to the following Conditions:
STAFF REPORT Page 7
1. The Final Development Plans must be generally consistent with the Preliminary Development
Plans dated January 27, 2023.
2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of
the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be
submitted for one and one-half times the cost amount for completing the required
landscaping, screening, or erosion control measures at the time of any building permit.
3. Provision of code compliant bike racks for each use near the building entrances.
4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City
Code.
5. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code.
6. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district’s requirements.
7. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final
Approval.
8. Compliance with the conditions outlined in the director of engineering’s memo dated January
30, 2023.
9. As required as part of the PUD approvals, the building shall be required to meet the City’s
sustainability policy. The developer and building shall work with the City’s sustainability
coordinator to ensure compliance.
10. Submittal of a construction management plan subject to review and approval of city staff prior
to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and
vehicle movement.
11. Hours of construction must be consistent with City Code.
12. Compliance with the conditions outlined in the fire marshal and building official’s memo dated
February 3, 2023.
Deadline for a City decision: March 21, 2023
February 3, 2023
Cary Teague, Community Development Director
David Fisher, Chief Building Official & Dave Ehmiller, Fire Marshal
Grandview Project – 5146 Eden Ave S - Senior Cooperative Apartment, five-stories
and two-levels of underground parking – a three-level building including a restaurant.
Information / Background:
There will be a new seven-story & five-story apartment building with 86-units along with underground
parking. In addition, there will be a new three-story building that includes a restaurant.
- The Co-op Apartment would be an S-1 Parking and R-2 Residential apartment building, and the
restaurant building would be an A-2 Assembly using the 2020 Minnesota State Building Code & Fire
Code and adopted appendices.
- Separate addresses will be required for each building.
- Separate permits will be required for each building.
- Provide a complete Building Code analysis with plans when submitting for the building permit.
- An NFPA 13 Fire Sprinkler System is required in each building.
- Buildings two (2) or more stories in height shall be provided with shut-off valves and water-flow
devices for each floor.
- A permanent map is to be located at the FAAP and main sprinkler riser. The map shall show the
location of control valves and drains for each sprinkler zone. A space shall be provided at the main
riser for annual sprinkler test papers.
- All Fire Department connections must be no more than 100 feet from an accessible fire hydrant and
within 50 feet of the main entrance; be fully visible and immediately accessible by fire personnel for
each building (placement subject to approval by AHJ)
- Fire department access roads are to be installed and maintained per 2020 MSFC or per AHJ approval
for the whole site and for each building.
- Ensure adequate Emergency Responder Radio Coverage per policy number SP-022-F2 in each
building.
- Provide an accessible route through the park to the public bathrooms.
- Verify accessible parking for restraint and public park.
- See Fire Permits and Policies page on the city website for additional information.
(https://www.edinamn.gov/717/Fire-Permits-Policies)
STAFF REPORT Page 2
- Verify there is adequate assessable parking. This has been an issue in some of the older buildings.
- Recommend that one EMS accessible elevator is provided for the residential Co-op
- Verify noise ordinance will be complied with and that it’s understood.
- Working Hours: Monday – Friday 7 A.M. to 7 P.M. Saturdays – 9A.M. to 5 P.M. Sundays and
Holidays – No Work Allowed
- Verify Address and recommend a 30, 60 and 90 percent meeting with staff before applying for the
building permit.
DATE: 1/30/2023
TO: 5146 Eden Ave, Owner and Development Team
CC: Cary Teague – Community Development Director
FROM: Zuleyka Marquez, PE, Graduate Engineer
RE: 5146 Eden Ave, Lot 2 Restaurant – Development Review
The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections,
grading, flood risk, and storm water. Plans reviewed included civil, landscape, and survey drawings stamped
January 9, 2023.
Review Comment Required For
General
1. Deliver as-build records of public and private utility infrastructure
post construction. Certificate of Occupancy
2. Maintenance of sidewalks and streets internal to the site to be
responsibility of property owner. Maintenance of sidewalks on
Eden Ave will be by the City. City snowplowing operations are 5-
ft wide on these sidewalks. If owner wants a wider path, this
would be the responsibility of the owner. Snowplowing on
Arcadia will be the adjacent owners responsibility.
General Comment
3. Provide easement for existing watermain onsite. Update plat to
show this easement. Certificate of Occupancy
Survey
4. An existing and proposed site condition survey is required. Grading/Building Permit
4.1 Show all existing and proposed public and private easements. Grading/Building Permit
Living Streets
5. Design sidewalks to meet ADA requirements. Grading/Building Permit
6. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit
7. Public sidewalk to be minimum 5’ in width with a 5’ boulevard. Grading/Building Permit
8. Staff recommends consideration of marked/raised crosswalks
within parking lot to prioritize pedestrian circulation. General Comment
9. Staff recommends inclusion of more ramps throughout the site to
improve accessibility. General Comment
Traffic and Street
10. Review fire access requirements with fire department. Fire truck
turning template attached. Grading/Building Permit
11. Provide traffic study and implement City-approved
recommendations. Grading/Building Permit
12. Driveway entrance permit required for new entrance on Arcadia. Building Permit
13. Road patching shall conform to Edina Standard Plates 540 and
543 on Arcadia Ave. Certificate of Occupancy
14. Provide easements, if necessary, for sidewalk facilities where city
has maintenance responsibility. Certificate of Occupancy
15. Proposed trees, vegetation, signage and other items adjacent to
intersections should maintain a clear view zone as defined in
Section 26-190 of City Code.
Grading/Building Permit
Sanitary and Water Utilities
16. Two water service connections and two sanitary service
connections shown on sheet C4-1, utility plan. Eliminate the pair
with no tie in shown.
Grading/Building Permit
17. Confirm public restrooms are connected to water and sanitary. Grading/Building Permit
18. Water and sanitary services cross property line into Lot 1.
Provide copy of private easements. Grading/Building Permit
19. Verify fire demand and hydrant locations. Grading/Building Permit
20. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit
21. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit
22. Apply for a sewer and water connection permit with Public
Works. Prior to Starting Utility Work
22.1 Meter required for building service line and combined lines. No
meter required for fire only service line. Grading/Building Permit
22.2 Public Works to determine acceptable installation methods. Grading/Building Permit
23. Disconnected sanitary and water services to be capped at main.
24. A SAC determination will be required by the Metropolitan
Council. The SAC determination will be used by the City to
calculate sewer and water connection charges
Grading/Building Permit
25. Single connection from main for fire and domestic, split after
main connection. Grading/Building Permit
26. A verified well is located onsite. Wells not in use must be sealed Grading/Building Permit
by a licensed well contractor per MN Rules, Chapter 4725. Well
sealing record required prior to building construction.
Storm Water Utility
27. Provide geotechnical report with soil borings. Grading/Building Permit
28. Provide hydraulic and hydrologic report meeting watershed and
state construction site permit requirements. Grading/Building Permit
29. Submit watershed district permit and copies of private
maintenance agreement in favor of watershed. Grading/Building Permit
30. Additional detail needed to confirm positive drainage away from
proposed buildings’ foundations.
Grading Erosion and Sediment Control
31. A SWPPP consistent with the State General Construction Site
Stormwater Permit is required. Grading/Building Permit
Constructability and Safety
32. Construction staging, traffic control, and pedestrian access plans
will be required. Grading/Building Permit
33. Retaining walls over 4-ft in height require design by a structural
engineer. Retaining wall called out on sheet C2-1, site plan, is not
shown on sheet C3-1, grading plan. Show on grading plan and
provide top and bottom elevations.
Grading/Building Permit
Sustainability
26. This project must comply with Edina’s Sustainable Buildings
Policy. Developer should contact Sustainability Manager Grace
Hancock to initiative compliance process.
General Comment
Other Agency Coordination
27. MDH, MPCA and MCES permits required as needed. Grading/Building Permit
28. Minnehaha Creek Watershed District permit is required. Grading/Building Permit
EdinaMN.gov 2
Site
EdinaMN.gov 3
EdinaMN.gov 4
Site
3.PatternsforaNeighborhoodCenter
Land Use
LandUsePlan ArcadiaAveHwy100Public
NeighborhoodCommercial
Mixed-useCenter
Office
Medium/HighDensityResidential
154/05/12
Site
3.PatternsforaNeighborhoodCenter
Land Use
ArcadiaAveHwy100IllustrativeMasterPlan
ExistingBuildings
PotentialDevelopment
ProposedCivicCommunityBuildings
164/05/12
Site
3.PatternsforaNeighborhoodCenter
27
4/05/12
Public Realm
C
A
D
B
F
H
H
G E
ArcadiaAveHwy100HankersonSummitSunnyslopeWFrontageRdSherwoodBrooksideDaleDr52ndSt
51stSt
PublicRealm/Open SpaceDiagram
A.GrandViewCommons
B.GrandViewSteps
C.GrandViewCrossing
D.ArcadiaStreetscape
E.GusYoungStreetscape
F.ArcadeConnection
G.VernonStreetscape
H.EdenStreetscape
Site
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #1
Restaurant
Cover Page
8636.00 | 01-19-2023
SHEET INDEX
1 Cover
2 Project Team
3 Location
4 Statement of Use
5 Site Plan
6 Landscape Plan
7 Elevations & Building Materials
8–12 Civil Sheets
13 Floor Plans
14–16 Visualizations
GrandviewYard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 35
SITE PLAN
INSPIRATIONAL IMAGES
RESTAURANT COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVE01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #2
Restaurant
Project Team
8636.00 | 01-06-2023
Jester Concepts
DEVELOPER (Restaurant)
Jester Concepts was launched in 2008 as a
Minnesota owned hospitality company spe-
cializing in producing restaurant concepts that
deliver an unmatched experience in food, ser-
vice and atmosphere. Jester Concepts prides
themselves in creating unique restaurant con-
cepts that compliment and are inspired by the
location and neighborhood in which they’re
housed.
SIMILAR EXPERIENCE
• P.S. Steak, 510 Groveland Ave. Minneapolis,
MN 55403
• Monello, 1115 South 11th St., Minneapolis,
MN 55403
• Constantine, 1115 South 11th Street,
Minneapolis, MN 55403
• Parlour St. Paul, 267 West 7th St., St. Paul,
MN 55102
• Parlour Minneapolis, 730 Washington Ave
N.Minneapolis, MN 55401
• Parlor Food Truck, Twin Cities Metro Area
• Borough, 730 Washington Ave N.
Minneapolis, MN 55401
• Butcher & The Boar
Shea
ARCHITECT (Restaurant)
Shea is a national and international vdesign
firm, totally unique in their collaboration and
cohesive integration of disciplines including all
aspects vof brand and concept development,
graphic design, interior design, architecture,
and full production and procurement services
to fulfill, execute, vand install innovative solu-
tions. Shea’s team creates experiences that
engage consumers in every aspect, specializ-
ing in restaurant, hospitality, hotel, retail, and
workplace.
SIMILAR EXPERIENCE
• Hazelwood, Bloomington, MN
• Hazelwood, St. Louis Park, MN
• Hazelwood, Tonka Bay, Excelsior, MN
• The Hilltop, Edina, MN
• Lat 14, Golden Valley, MN
• Grocer’s Table, Wayzata, MN
• Kahluna, Minneapolis, MN
• COV, Edina, MN
• COV, Wayzata, MN
• Town Hall Station, Edina, MN
• Spoon and Stable, Minneapolis, MN
Confluence
LANDSCAPE ARCHITECT
Confluence is a professional creative firm
of landscape architects, urban vdesigners
and planners with roots across the country.
Since their founding in 1998, Confluence has
emerged as one of the most comprehensive
and growth-oriented landscape architecture,
planning and urban design firms in the coun-
try. They believe in the transformative power
ofv creative collaboration with a genuine
approach — bringing together people, ideas
and their creative process to shape the future
of communities.
SIMILAR EXPERIENCE
• Highland Bridge Parks and Public Realm,
St. Paul, MN
• Apple Valley Parks Master Plans, Apple Valley,
MN
• Bloomington Parks Master Plans,
Bloomington, MN
• Fred Richards Park, Edina, MN
• Shakopee Multiple Parks,
Shakopee, MN
• Viking Lakes Park, Eagan, MN
• West End Office Park, St. Louis Park, MN
• Kelly Park, Apple Valley, MN
• Sauk Rapids Riverfront Parks,
Sauk Rapids, MN
• St Cloud Riverfront Park,
St. Cloud, MN
• Essex Superblock U of M, Minneapolis, MN
Loucks
CIVIL ENGINEER
Loucks is a premier multidisciplinary consult-
ing firm that inspires clients to make the best
use of their land. Since 1976, they’ve served as
an industry leader and high-integrity resource,
helping owners, developers and project teams
create successful projects. Loucks provides
a range of services: civil engineering, land
surveying, landscape architecture, land plan-
ning, and environmental. Their collabora-
tive approach, and continuous involvement
throughout the life of the project, set them
apart from their peers.
SIMILAR EXPERIENCE
Senior Residential
• Shorewood Senior Living, Shorewood, MN
• Artis Senior Living, Multiple Locations
• Deephaven Woods, Deephaven, MN
• Monticello Senior Living,
Monticello, MN
• Orono Senior Living, Orono, MN
Dining
• Dukes on 7, Minnetonka, MN
• Brick and Bourbon, Maple Grove, MN
• Pints & Paddle, Maple Grove, MN
Parks
• Midway Peace Park, St. Paul, MN
• El Rio Vista, Gilbert de la O Park, St. Paul, MN
• Richfield Veterans Park, Richfield, MN
TEAM
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #3
Restaurant
Location
8636.00 | 01-06-2023
LOCATION
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #4
Restaurant
Statement of Use
8636.00 | 01-06-2023
STATEMENT OF USE
LOT 2: RESTAURANT
The Restaurant component will
reside in the central portion of
the site, Lot 2. The building will
be three levels in design with a
lower (basement) level and first
and second levels above grade.
The approximate footprint size of
the building is 4,500 sq. ft. with a
total building size of approximately
13,500 sq. ft. The site plan includes
31 spaces of surface parking with
convenient access to the restaurant
entry. In addition to surface park-
ing on site, the restaurant would be
served by the Grandview Parking
Structure and pedestrian bridge,
along with valet service provided
by the operator.
Our intention is to bring our blend
of focused hospitality and unique
dining experiences to the City of
Edina. As a group, we believe an
elevated Pizza concept would be
warmly welcomed by the City and
its residents. We would highlight
an open hearth for pizza cooking
as well as small plates, entrées and
seasonal vegetables. We would im-
plement a craft cocktail program
that has become a staple at all of
our locations, and we would offer
an wine list that takes an esoteric
approach while incorporating the
recognizable labels for familiarity.
We would pair this concept with
a secret/underground bar perfect
for a late night Old Fashioned, a
Negroni, and a slice of pizza.
The top floor would boast a private
event space for family gatherings
and small businesses while being
utilized for overflow dining when
not booked with events. An expan-
sive outdoor patio would sit adja-
cent to the restaurant welcoming
guests all summer long, extending
into the spring and fall. The patio
would open up to the outdoor lawn
which gives us an opportunity to
welcome all residents in a com-
munity gathering space. We would
activate the lawn all year round in
conjunction with the City and pro-
grammed activities.
Grandview Yard springs from a vision for a vibrant, connected new
district that adds vitality to the surrounding commercial and multi-family
neighborhoods.The inclusion of a privately-operated hospitality, dining
and event destination will be a catalyst to acheive that vision. We’re
proposing a restaurant concept designed to bolster the transformational
vision of Grandview Yard as a destination where people from across the
metro gather, create community and experience the best of Edina.
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #5
Restaurant
Site Plan
8636.00 | 01-06-2023
SITE PLAN
GrandviewYard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 35
SITE PLAN
INSPIRATIONAL IMAGES
RESTAURANT COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVELot 1: Senior Cooperative
Lot 2: Restaurant
Lot 3: Grandview Yard
EVENT LAWN
OUTDOOR BAR &
PIZZA HEARTH
MIX OF DINING, LOUNGE,
& INDEPENDANT SEATING LANDSCAPE FENCE
LANDSCAPE FENCE
MONUMENT SIGN >
LANDSCAPE FENCE
OUTDOOR DINING/LOUNGE
PUBLIC
ACCESS
ROUTE
RESTAURANT
Shown for Reference Only
– Not part of site plan application –
Shown for Reference Only
– Not part of site plan application –
INDEPENDANT SEATING TO INCLUDE
HEATING AND OPPORTUNITY FOR
MORE PRIVATE DINING EXPERIENCE
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #6
Restaurant
Landscape Plan
8636.00 | 01-06-2023
LANDSCAPE PLAN
PLAN NOTES:
• FINAL TREE SELECTIONS AND SIZING TO
BE COORDINATED WITH CITY FORESTER.
• BOULEVARD TREE SELECTIONS TO BE
COORDINATED WITH CITY FORESTER
Plant Schedule
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #7
Restaurant
Elevations & Building Materials
8636.00 | 01-06-2023
ELEVATIONS & BUILDING MATERIALS
Dark Wood Slats
18” Standing Seam
Metal Panels
Steel Frame Structure
– Black Powdercoat
Painted Concrete
Masonry Units
Anodized Aluminum
Storefront – Black
Wood Trellis
Millboard
Concrete
Gravel
Turf/Landscape
WEST ELEVATION, MAIN BUILDING
Material SF Percent (%)
A–Wood 137 6.4
B–Metal 1918 89
C–Steel 0 0
D–Painted CMU 100 4.6
E–Aluminum Storefront 0 0
WEST ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 117 75
E–Aluminum Storefront 40 25
NORTH ELEVATION, MAIN BUILDING
Material SF Percent (%)
A–Wood 647 46.88
B–Metal 365 26
C–Steel 30 2.2
D–Painted CMU 0 0
E–Aluminum Storefront 351 25
NORTH ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 225 75
E–Aluminum Storefront 75 25
EAST ELEVATION , MAIN BUILDING
Material SF Percent (%)
A–Wood 677 32
B–Metal 213 10.6
C–Steel 30 1.4
D–Painted CMU 6 .4
E–Aluminum Storefront 1162 55.6
EAST ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 117 75
E–Aluminum Storefront 40 25
SOUTH ELEVATION, MAIN BUILDING
Material SF Percent (%)
A–Wood 921 39.3
B–Metal 155 6.6
C–Steel 30 1.3
D–Painted CMU 44 1.8
E–Aluminum Storefront 1177 51
SOUTH ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 225 75
E–Aluminum Storefront 75 25
SOUTH ELEVATION
EAST ELEVATION
NORTH ELEVATION
WEST ELEVATION
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #8
Restaurant
Plat Survey
8636.00 | 01-06-2023
PLAT SURVEY
These surveys reference the overall development submittal from July 2022. The City of Edina has contracted with Louks for a formal survey to be performed at a later date.
Grandview
Yard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 19
SURVEY
N
SCALE IN FEET
0 50 100
KNOW ALL PERSONS BY THESE PRESENTS: That Edina Housing and Redevelopment Authority, a Minnesota public
body corporate and politic, fee owner of the following described property situated in the County of Hennepin, State of
Minnesota, to wit:
Lots 2, 3, 4, 5, 6, 7, 8, 9 and 10; The East 90 feet of Lots 11 to 19 inclusive; all in Block 2, "Grand View Heights".
That part of Government Lot 8, Section 28, Township 117, Range 21, lying North of the center line of Eden Avenue and
East of a line drawn parallel to the main track of the Minneapolis, Northfield and Southern Railway from a point on the
North line of said Government Lot 8 distant 582 feet East from the Northwest corner of said Government Lot 8.
Has caused the same to be surveyed and platted as GRANDVIEW YARD, and does hereby dedicate to the public for
public use the public way, and does also dedicate the drainage and utility easements as created by this plat.
In witness whereof said Edina Housing and Redevelopment Authority, a Minnesota public body corporate and politic, has
caused these presents to be signed by its proper officer this _______ day of _________________________, 20______.
Signed: Edina Housing and Redevelopment Authority
___________________________________ , Executive Director
STATE OF ______________________
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by
_________________________, Executive Director of Edina Housing and Redevelopment Authority, a Minnesota public body
corporate and politic, on behalf of the public body.
___________________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, _______________________ County, ______________________
My Commission Expires _________________________
SURVEYORS CERTIFICATION
I Jared J. Averbeck do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly
Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all
mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or
will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section
505.01, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and
labeled on this plat.
Dated this ________ day of _________________________, 20______.
______________________________________________
Jared J. Averbeck, Licensed Land Surveyor,
Minnesota License No. 53642
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by
Jared J. Averbeck.
___________________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, County, Minnesota
My Commission Expires January 31, 2025
EDINA, MINNESOTA
This plat of GRANDVIEW YARD was approved and accepted by the City Council of the City of Edina, Minnesota, at a
regular meeting thereof held this ________ day of _________________________, 20______, and said plat is in compliance
with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2.
City Council, Edina, Minnesota
By: ________________________________________, Mayor By:_________________________________________,Manager
RESIDENT AND REAL ESTATE DEPARTMENT, Hennepin County, Minnesota
I hereby certify that taxes payable in 20______ and prior years have been paid for land described on this plat, dated this
________ day of _________________________, 20______.
Mark V. Chapin, County Auditor By: ________________________________________, Deputy
SURVEY DIVISION, Hennepin County, Minnesota
Pursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this ________
day of _________________________, 20______.
Chris F. Mavis, County Surveyor By: ________________________________________
REGISTRAR OF TITLES, Hennepin County, Minnesota
I hereby certify that the within plat of GRANDVIEW YARD was filed in this office this ________
day of _________________________, 20______, at ______ o'clock _____.M.
Martin McCormick, Registrar of Titles By: ________________________________________, Deputy
R.T. DOC. NO. _____________________
LOUCKS
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
DENOTES FOUND 1/2 INCH IRON MONUMENT,
CAPPED "LS 44890", UNLESS OTHERWISE NOTED
DENOTES FOUND HENNEPIN COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 53642"
LOT CORNERS THAT FALL IN THE MIDDLE OF
TRAVELED RIGHT-OF-WAYS WILL NOT BE SET;
UNSAFE DUE TO TRAFFIC
SECTION BREAKDOWN
Section 28, Township 117, Range 21
Hennepin County, Minnesota
No Scale
BEARINGS ARE BASED ON THE NORTH LINE OFGOVERNMENT LOT 8, SECTION 28, TOWNSHIP 117,
RANGE 21 HAVING A BEARING OFNORTH 89 DEGREES 43 MINUTES 45 SECONDS WEST.
E. 1/4 corner detail
No Scale COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVE01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #9
Restaurant
Registered Survey
8636.00 | 01-06-2023
REGISTERED SURVEY
These surveys reference the overall development submittal from July 2022. The City of Edina has contracted with Louks for a formal survey to be performed at a later date.
Grandview
Yard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 20
ALTA SURVEY
*NOTE: SHEET REDUCED FROM ORIGINAL.
REFERENCE GRAPHIC SCALE.COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVE01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #10
Restaurant
Site Plan
8636.00 | 01-06-2023
SITE PLAN
B612 CURB
& GUTTER
TYP-SEE DETAIL
B612 CURB
& GUTTER
TYP-SEE DETAIL
CONCRETE SIDEWALK
WITH 6" RISERS &
HANDRAILS
TYP-SEE DETAIL
CONCRETE APRON
TYP-SEE DETAIL
TRASH ENCLOSURE
12-6" RISERS
W/RETAINING
WALLS
SEE DETAIL
RETAINING WALLS
SEE DETAIL
10.0
RETAINING WALL
SEE DETAIL
RETAINING WALL
SEE DETAIL
RETAINING WALL
SEE DETAIL
18.0
24.0
18.0
60.6
76.1
14
16
ADA STALL
TYP-SEE DETAIL
MONUMENT SIGN
WAY FINDING
SIGN
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 01 /26 / 2023 4:35 PMW:\2021\21062\CADD DATA\CIVIL\_dwg Sheet Files\Jesters Restaurant\C2-1 SITE PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
GRANDVIEW
YARD -
RESTAURANT
EDINA, MN
Review Date
SHEET INDEX
License No.
Date
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 Professional Engineer under the
laws of the State of Minnesota.
Michael J. St. Martin - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
24440
21062
MJS
IWF
MJS
01-19-23
.
01-05-23 CITY SUBMITTAL
01-26-23 CITY COMMENTS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C4-1 UTILITY PLAN
SITE PLAN
C2-1
SITE NOTES
1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED
IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL
JURISDICTION REQUIREMENTS.
2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA
STANDARDS AND LOCAL/STATE REQUIREMENTS.
3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.
5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED.
6.ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE
ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND
SIDEWALKS.
8.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
CURRENT ZONING:PUD
PROPOSED ZONING:PUD
PROPERTY AREA:3.14 AC
EXISTING IMPERVIOUS AREA:2.44 AC
PROPOSED IMPERVIOUS AREA:1.95 AC
SITE DATA
EXISTING REGULAR SURFACE PARKING = 0 STALLS
PROPOSED REG SURFACE PARKING = 26 STALLS
EXISTING ACCESSIBLE SURFACE PARKING = 0 STALLS
PROPOSED ACCESIBLE SURFACE PARKING = 4 STALLS
TOTAL PARKING PROVIDED = 30 STALLS
OFF-STREET PARKING CALCULATIONS
SIGNAGE AND STRIPING NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON
THIS PLAN.
2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING
AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH.
3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE
PAINT.
4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE
REQUIRED.
5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS
TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO
DETAIL.
6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT
THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP
BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.
7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%972.5
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OFALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THECONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
PAVEMENT TYPES
NOTE:
SEE PAVEMENT SECTIONS ON SHEET C8-1 FOR TYPE AND DEPTH
INFORMATION.
LIGHT DUTY BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #11
Restaurant
Grading Plan
8636.00 | 01-06-2023
GRADING PLAN
888888888841.28
43.05
42.96
42.87
42.95 42.94
42.86 42.52
43.44
1.1%88828.3
29.9
30.0
31.0
34.2
32.5
30.9
32.633.1
34.0
32.5
33.75
32.233.45
32.90
34.5
34.5
36.9
34.35
32.0 33.0 32.25
30.8
29.6 28.75 28.6 29.2028.45 28.9
30.0
28.65
TW=931.75
GW=923.5
TW=934.25
GW=923.25
TW=935.0
GW=924.75
TW=930.6
GW=930.6
TW=930.1
GW=930.1
TW=932.0
GW=930.6
TW=931.8
GW=930.1
34.5
25.5
22.75 33.834.3 34.1
33.6
3.0%1.5%1.3%1.5%6.1%34.5 34.4 34.4
34.3
34.03
34.31.3%1.0%1.2%
1.6%
1.
2
%
34.03
34.4
34.82
34.45
34.73
1.3%1.4%
1.0%
1.
4
%1.0%34.3
1.2%1.2%0.0%34.21.8%1.4%41.05 13-6" RISERS
FFE-934.5
2nd FLOOR-948.0
BASEMENT-921.5
FFE-934.3
1.0%2.2%2.6%
3.9%
1.5%883.3%6.1%3.3%30.6 30.33.3%3.0%
33.6
34.1
33.7133.9
33.91.5%2.2%1.1%2.0%10' RAMP @
5%
8888884 - 6" RISERS &
SIDEWALK @ 1.5%
30.1 3.1%28.95
2%2.4%
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 01 /26 / 2023 4:46 PMW:\2021\21062\CADD DATA\CIVIL\_dwg Sheet Files\Jesters Restaurant\C3-1 GRADING PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
GRANDVIEW
YARD -
RESTAURANT
EDINA, MN
Review Date
SHEET INDEX
License No.
Date
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 Professional Engineer under the
laws of the State of Minnesota.
Michael J. St. Martin - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
24440
21062
MJS
IWF
MJS
01-19-23
.
01-05-23 CITY SUBMITTAL
01-26-23 CITY COMMENTS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C4-1 UTILITY PLAN
GRADING
PLAN
C3-1
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%972.5
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONSOF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
GRADING, DRAINAGE & EROSION CONTROL NOTES
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
SUMPED ELEVATIONS.
3.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND
A RUNNING SLOPE NOT EXCEEDING 5%.
4.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN
ANY DIRECTION FOR AN AREA 60" IN DIAMETER.
5.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A
RUNNING SLOPE NOT EXCEEDING 5%.
6.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND
SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
VEGETATION IS ESTABLISHED.
7.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF
WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE
GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).
8.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105702),
DATED 9/2/2021 AS PREPARED BY BRAUN INTERTEC CORPORATION FOR AN EXISTING SUBSURFACE
SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.
9.STREETS MUST BE CLEANED AND SWEPT DAILY OR AS DIRECTED BY CITY WHEN SEDIMENTS
OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING
SCHEDULE MUST BE ESTABLISHED. FAILURE TO PERFORM ANY STREET SWEEPING WITHIN 6 HOURS
OF NOTICE BY THE CITY WILL RESULT IN WORK BEING PERFORMED BY CITY WITH ALL COSTS
BILLED
10.DUST MUST BE ADEQUATELY CONTROLLED.
11.PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM
(NPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE,
FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE
PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED
WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF CONTAINED
CHUTE CLEANOUT, ETC.
12.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #12
Restaurant
Utility Plan
8636.00 | 01-06-2023
UTILITY PLAN
884
4448888888888888812.1888888888884
4
4
4
4
444MH OVER EX. STORM
RIM=924.5
INV=922.10 NW
INV=921.95 +/- N/S
CONNECT TO EX.
SANI.
INV=932.35
33 LF 8" SANI PVC@ 1.0%
STUB INV=932.68
57 LF 6" WATER SERVICE
MH OVER EX. SAN.
RIM=925.85
INV=915.40 W
INV=915.22 +/- N/S
72 LF 8" SANI PVC
@ 1.0%
118 LF
8
"
S
A
N
I
P
V
C
@
1
.
0
%
8" SANI SERVICE
INV: 918.16
CBMH
RIM=928.70INV=922.37
53 LF 12" RCP @ 0.5%
CBMH
RIM=928.65
INV=924.95
CB
RIM=928.45
INV=925.00
ROOF LEADER
18 LF 12" PVC @ 1.0%INV=925.13
SANI MH 1
RIM=928.7INV=916.22 NW
INV=916.12 SE
CBMH
RIM=932.25
INV=927.09 N
INV=926.0 W
WET TAP EX. 8" WATER
W/8"x6" TEE
9 LF 12" RCP @ 1.5%
CBMH
RIM=932.00INV=928.0 N
INV=926.0 E
68 LF 12" PVC @ 1.0%
ROOF LEADER
INV=928.68
15" GRATE
RIM=923.0
INV=916.96
87 LF 8" PVC
@ 1.0%
15" GRATE
RIM=922.75
INV=917.82
85 LF 8" PVC
@ 2.0%
15" GRATERIM=925.5
INV=919.52
81 LF 8" PVC
@ 2.0%
2x400 LF 6" PVC DRAINTILE
INV=922.75
6" CLEANOUT @ ENDS
200 LF 6" WATER SERVICE
4" SANI SERVICE
1.5" WATER SERVICE
TRENCH DRAIN 66' @ 0.5%
ACO KLASSIC DRAIN W/MHRIM-934.03INV-933.53 WINV-933.20 EINV-931.60 DROP
TRENCH DRAIN 114' @ 0.5%ACO KLASSIC DRAINRIM-934.4INV-933.50
28 LF 12" PVC
@ 0.5%
3-30' @ 1.0% 4" DRAINTILEFINGER DRAINS FOR ARTIFICIAL
TURF
104 LF 12" PVC @ 4.0%
MH
RIM=934.05
INV=931.5 W
INV=930.25 S
INV-933.36 N
66 LF 8" SANI PVC @ 1.0%
SANI MH 2
RIM=934.2
INV=916.98 W
INV=916.88 S
26 LF 12" RCP @ 0.5%
CBMH
RIM=928.80
INV=925.0 W
ORIFICE=925.25
WEIR=925.75
INV DT=922.60
INV=922.50 SE
WET TAP EX. 8" WATER
W/8"x6" TEE
11 LF 18" PVC @ 0.5%
7 LF 12" RCP @ 1.0%
STORMTRAP ST1 4'6"
55.2' X 99.5'
TOP=927.25
TOP SAND=924.75
INV=922.75
8 LF 15" PVC @ 2.0%
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 01 /26 / 2023 1:46 PMW:\2021\21062\CADD DATA\CIVIL\_dwg Sheet Files\Jesters Restaurant\C4-1 UTILITY PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
GRANDVIEW
YARD -
RESTAURANT
EDINA, MN
Review Date
SHEET INDEX
License No.
Date
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 Professional Engineer under the
laws of the State of Minnesota.
Michael J. St. Martin - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
24440
21062
MJS
IWF
MJS
01-19-23
.
01-05-23 CITY SUBMITTAL
01-26-23 CITY COMMENTS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C4-1 UTILITY PLAN
UTILITY PLAN
C4-1
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%972.5
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
UTILITY NOTES
1.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED
AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE MINNESOTA
PLUMBING CODE, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL.
ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM
SPECIFICATION AND THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS
OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND
BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE
NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,
OR WORK IMPACTING PUBLIC UTILITIES. CONTRACTOR TO OBTAIN ALL UTILITY
CONNECTION PERMITS FROM CITY OF AUSTIN PUBLIC WORKS DEPARTMENT PRIOR TO
STARTING CONSTRUCTION.
4.ALL STORM SEWER, SANITARY SEWER, AND WATER SERVICES SHALL TERMINATE 5' FROM
THE BUILDING FACE UNLESS OTHERWISE NOTED.
5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL
SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE
NOTED.
6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER.
EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION
TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST
WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES
AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED
WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED.
7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF
PAVEMENT UNLESS OTHERWISE NOTED.
8.PROPOSED PIPE MATERIALS:
WATERMAIN DIP 6"/8" DIAMETER
SANITARY SEWER PVC SCH 40 8" DIAMETER
STORM SEWER PVC SCH 40 6"/8" DIAMETER
RCP 12"/15" DIAMETER
9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SCH 40.
10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED
WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED
ACCORDANCE WITH MINNESOTA RULES, PART 4714.
11.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR FOUNDATION DRAINTILE.
12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER JOINTS
MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS,
AND OTHER STRUCTURES.
13.THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN IN ADDITION TO REQUIREMENTS
SET FORTH IN THE CITY OF SOUTH ST PAUL SPECIAL PROVISIONS TO CEAM 2611 AND 2621
AND CITY OF SOUTH ST PAUL DETAIL PLATES
14.HIGH-DENSITY POLYETHYLENE (PERFORATED HDPE) STORM DRAINS MUST COMPLY WITH
MINNESOTA RULES, PART 4714:
a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
c.ALL FITTINGS MUST COMPLY WITH ASTM D3212.
d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #13
Restaurant
Floor Plans
8636.00 | 01-06-2023
FLOOR PLANS
76'-1 1/2"5'-10"
UP MAIN FLOORUPPER LEVELLOWER LEVEL01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #14
Restaurant
Visualizations
8636.00 | 01-06-2023
VISUALIZATIONS
Trees hidden
for clarity
Trees hidden
for clarity
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #15
Restaurant
Visualizations
8636.00 | 01-06-2023
VISUALIZATIONS
Trees hidden
for clarity
Trees hidden
for clarity
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
07-22-2022
#75372-22075
CONTEXTPLAN
2
2 3 4
6
7
8
5
1
1
3
54
6
78
TRAMMELL CROW SENIOR APARTMENTS JERRY’S FOODS JERRY’S ENTERPRISES
PARKING RAMP
RETAIL
RETAIL
THE HILLTOPNORMANDALE RDMN 100ARCADIA AVEEDEN A
V
E
VERNON A
V
E
S
VERNON AVE SW 50
T
H
S
T
OUR LADY OF GRACE CATHOLIC CHURCH
07-22-2022
#75372-22075
SUBDIVISION & PHASING PLAN
SENIOR
CO-OP
PROPERTY
RESTAURANT
PROPERTY
GRANDVIEW
YARD PARK Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
07-22-2022
#75372-22075
RENDEREDSITE PLAN
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
GRANDVIEW
YARD
TERRACE
SEATING
PUBLIC EVENT LAWN
ADA PED
ROUTE
SHARED
PUBLIC
SPACE
OUTDOOR
DINING
AMENITY
COURTYARD ARCADIA AVE SECTIONENTRY
PLAZA
OUTDOOR
PLAZA
RESTAURANT
SENIOR
CO-OP
PARKING
EXISTINGRAILROADSERVICE
AREA
RESTAURANT
VALET
PUBLIC
RESTROOM
PED
BRIDGE
SHORT
TERM
PARKING
UPPER
PARKING
ACCESS
LOWER
PARKING
ACCESS
LANDSCAPE
TERRACE +
PUBLIC ART
07-22-2022
#75372-22075
RENDERED SITE SECTION
RESTAURANT
PARKING
915
925
935
945
955
965
975
985
995
CIRCULATION
DRIVE
PROPOSED RESTAURANT PROPOSED PARK
APPX. PROPOSED FILL
APPX. EXI
S
TI
N
G
G
R
A
D
E
C
O
N
T
O
U
R
PROPOSED
RESTROOM
PROPOSED SECTION
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
07-22-2022
#75372-22075
LANDSCAPE CHARACTER & ART
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
GRANDVIEW
YARD
TERRACE
SEATING
PUBLIC EVENT LAWN
ADA PED
ROUTE
OUTDOOR
DINING
AMENITY
COURTYARD ARCADIA AVE SECTIONENTRY
PLAZA
OUTDOOR
PLAZA
RESTAURANT
SENIOR
CO-OP
PARKING
EXISTINGRAILROADSERVICE
AREA
RESTAURANT
VALET
PUBLIC
RESTROOM
PED
BRIDGE
SHORT
TERM
PARKING
UPPER
PARKING
ACCESS
LOWER
PARKING
ACCESS
LANDSCAPE
TERRACE +
PUBLIC ART
PUBLIC ART IS PROPOSED TO BE INTERWOVEN THROUGHOUT THE PUBLIC
REALM AREAS INCLUDING THREE INSTALLATIONS IN THE YARD: AT THE
PEDESTRIAN ENTRANCE ALONG ARCADIA, COVERED OPEN AIR GAZEBO
ADJACENT TO THE PUBLIC EVENT LAWN, ENGAGING SERIES OF ART
ELEMENTS ALONG THE ADA PEDESTRIAN ROUTE. ADDITIONAL PUBLIC ART IS
ANTICIPAED IN STRATEGICE LOCATIONS OF THE SENIOR CO-OP SITE.
SHARED
PUBLIC
SPACE
07-22-2022
#75372-22075
SITE RENDERINGS
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
SENIOR
CO-OP
RESTAURANT
GRANDVIEW
YARD
07-22-2022
#75372-22075
SITE RENDERINGS
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
SENIOR
CO-OP
RESTAURANT
GRANDVIEW
YARD
07-22-2022
#75372-22075
SITE RENDERINGS
PUBLIC
EVENT LAWN
TERRACE
SEATING
ADA PED
ROUTE
OUTDOOR
DININGRESTAURANT
PED
BRIDGE
PARKING
PARKINGSERVICE
AREA
RESTAURANT
VALET
EXISTING
RAILROAD
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
SHARED
PUBLIC
SPACE
07-22-2022
#75372-22075
SITE RENDERINGS
TERRACE
SEATING
ADA PED
ROUTE
OUTDOOR
DINING
RESTAURANT
PED
BRIDGE
PARKING PARKING
SERVICE
AREA
RESTAURANT
VALET
EXISTING
RAILROAD
FUTURE ARTISTIC
GAZEBO
FUTURE SERIES
OF ENGAGING
ART PIECES
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
PUBLIC
EVENT LAWN
SHARED
PUBLIC
SPACE
07-22-2022
#75372-22075
SITE RENDERINGS
TERRACE
SEATING
ADA PED
ROUTE
OUTDOOR
DINING
RESTAURANT
PED
BRIDGE
PARKING
PARKING
SERVICE
AREA
RESTAURANT
VALET
EXISTING
RAILROAD
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
FUTURE
ARTISTIC
GATEWAY
PUBLIC
EVENT LAWN
FUTURE ARTISTIC
GAZEBO
SHARED
PUBLIC
SPACE
07-22-2022
#75372-22075
SITE RENDERINGS
TERRACE
SEATING
ADA PED
ROUTE
OUTDOOR
DINING
RESTAURANT
PARKING
PARKING
SERVICE
AREA
RESTAURANT
VALET
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
PUBLIC
EVENT LAWN
FUTURE
ARTISTIC
GATEWAY
FUTURE ARTISTIC
GAZEBO
FUTURE SERIES
OF ENGAGING
ART PIECES
SHARED
PUBLIC
SPACE
07-22-2022
#75372-22075
LANDSCAPEPLAN
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•• •• •• •• •• •• •••• •••• •• •••••• •• •• •• •
PARKING43 STALLS
UP
UP
RESTAURANT
AMENITY DECK
PEDESTRIAN BRIDGE
THE MEANDER(ADA ROUTE)
PUBLIC ART
(HILLSIDE)
PUBLIC RESTROOM
TRASH ENCLOSURE
RESTAURANT VALET
PARKING
ENTRY MOTOR COURT
PARKING GARAGE ACCESS
ENTRY PLAZA
OUTDOOR SEATING
OUTDOOR PLAZA
PARKING GARAGE ACCESS
PUBLIC ART (GATEWAY)
TERRACE SEATING
LAWN
PUBLIC ART (PAVILION/ SHELTER)
OUTDOOR GATHERING
SLOPED / TERRACE LAWN
GRAND VIEW YARD BRANDING
OUTDOOR DINING
OUTDOOR BAR / COOKING STATION
EVENT LAWN
SIGNAGE
SIGNAGE
COMMUNAL RESIDENT ACCESS
COMMUNAL RESIDENT ACCESS
PUBLIC SEATING
PUBLIC ART
PUBLIC SEATING
LANDSCAPE TERRACING
DECIDUOUS TREES COMMON / BOTANICAL NAME CONT CAL
As Sienna Glen Maple / Acer x freemanii `Sienna` TM B & B 2.5"Cal
Bn River Birch (Single Stem) / Betula nigra B & B 2.5"Cal
Gs Skyline Honey Locust / Gleditsia triacanthos `Skyline`B & B 4.5"Cal
Gd Street Keeper Honey Locust / Gleditsia triacanthos inermis `Draves` TM B & B 2.5"Cal
Gc True North Kentucky Coffeetree / Gymnocladus dioica `UMNSynergy` TM B & B 5.5"Cal
Tg Greenspire Linden / Tilia cordata `Greenspire`B & B 4"Cal
Up American Elm / Ulmus americana `Princeton`B & B 3.5"Cal
EVERGREEN TREES COMMON / BOTANICAL NAME CONT CAL
Ld Deborah Waxman Tamarack / Larix laricina `Deborah Waxman`7 gal
Pf Pyramidal White Pine / Pinus strobus 'Fastigiata'B & B
ORNAMENTAL COMMON / BOTANICAL NAME CONT CAL
Mp Prairie Maid Crabapple / Malus x 'Prairie Maid'15 gal
Pp Prairie Gold Aspen / Populus tremuloides `NE Arb`B & B 2.5"Cal
SHRUBS COMMON / BOTANICAL NAME CONTAhHoratio Goatsbeard / Aruncus x `Horatio`5 gal
Cm Muskingum Dogwood / Cornus racemosa `Muszam`5 gal
Dl Dwarf Bush Honeysuckle / Diervilla lonicera 5 gal
Hi Invincibelle Wee White Hydrangea / Hydrangea arborescens `NCHA5` 5 gal
Ra Fragrant Sumac / Rhus aromatica 5 gal
Rg Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`5 gal
Tt Techny Globe Arborvitae / Thuja occidentalis `Techny Globe`5 gal
GRASSES COMMON / BOTANICAL NAME CONTBbBlonde Ambition Blue Grama / Bouteloua gracilis `Blonde Ambition` 1 gal
Cb Korean Feather Reed Grass / Calamagrostis brachytricha 1 gal
Dt Tufted Hair Grass / Deschampsia cespitosa `Tardiflora`1 gal
Sh Prairie Dropseed / Sporobolus heterolepis 1 gal
PERENNIALS COMMON / BOTANICAL NAME CONT
Ax His Excellency Ornamental Onion / Allium x `His Excellency`1 gal
Dp Purple Prairie Clover / Dalea purpurea 1 gal
Ep Coneflower / Echinacea purpurea 1 gal
Nw Walker`s Low Catmint / Nepeta x `Walker`s Low`1 gal
Sm May Night Sage / Salvia x sylvestris `May Night`1 gal
PLANT SCHEDULE
LANDSCAPE PLAN1
####30'60'15'0'
SCALE:1"=30'
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
07-22-2022
#75372-22075
RESTAURANT RENDERINGS
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
07-22-2022
#75372-22075
RESTAURANT RENDERINGS
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
07-22-2022
#75372-22075
RESTAURANT RENDERINGS
Grandview Yard
5146 Eden Avenue SouthEdina, MN 55436
Grandview Yard Traffic
Study
Edina, Minnesota
EDINA EDINA 168382 | August 2022
GRANDVIEW YARD TRAFFIC STUDY EDINA 168382
ES-1
Executive Summary
Background & Purpose
The City of Edina requested a traffic study be completed for the proposed Grandview Yard development at
5146 Eden Avenue (old Public Works site). The 3.125-acre parcel is located on the northwest corner of
Eden Avenue and Arcadia Avenue in the City of Edina, Minnesota. The development proposes a 90-unit
senior cooperative housing (co-op), a 2-story 13,500 SF dine-in restaurant, and a 0.73-acre green
space/public plaza.
See Appendix A for a concept of the proposed Grandview Yard development.
The existing transportation conditions for the area include the following near-term planned improvements:
· Eden Avenue/SB TH 100 Ramp Removal
· Eden Avenue at Arcadia Mini-Roundabout
· Eden Avenue at Grange Road and Eden Avenue at Willson Road Mini-Roundabouts
· Vernon Avenue (CSAH 158) Bridge Reconstruction, a Hennepin County project, includes pedestrian
improvements, a dedicated westbound left-turn land, improved signal timings, and the removal of the
southbound free-right turn movement at the TH 100 SB ramp and signal retimings.
As part of the no build traffic, the study confirmed the land use sizes and included the estimated trip
generation for the planned redevelopments at 5100 Eden Avenue (Eden 100 building) and 4917 Eden
Avenue (old Perkins site).
The purposes of the traffic study include a parking demand review for the Grandview Yard development
and an analysis of the No Build operations and Build operations associated with the proposed
development and the impacts expected on the surrounding roadway network and study intersections.
Traffic Study Conclusion Summary:
· The parking needs for the Senior Housing development are met per City code and ITE Parking
Generation Manual.
· The parking needs for the Restaurant development are met per the City code and ITE Parking
Generation Manual. This based on the results from the Grandview Parking Ramp study, which
concluded adequate capacity in the public parking garage to accommodate additional parking demand
in the area.
· The proposed Grandview Yard development is expected to generate 1,424 weekday daily new trips,
28 AM peak hour new trips, and 128 PM peak hour new trips.
· No Build operations were not significantly impacted by the new trips due to the relatively small number
of new trips distributed to each intersection during the peak hours within the Grandview network.
· The planned mini-roundabouts along Eden Avenue at Arcadia, Grange, and Willson are all expected
to perform well (intersection LOS A) with the 2024 and 2042 Build volumes.
· Traffic operations for the 2024 No Build scenario are acceptable, with intersections performing at LOS
C and no major congestion concerns at the primary study intersections. Some queueing concerns
exist during the peak hours for the EB and WB approaches at the Vernon Ave/TH 100 SB Ramp and
for EB and SB movements at Vernon Ave/Interlachen Blvd.
Executive Summary (continued)
GRANDVIEW YARD TRAFFIC STUDY EDINA 168382
ES-2
· Traffic operations for the 2042 No Build scenario are acceptable, with intersections performing at LOS
C or better with no major congestion concerns at the primary study intersections. LOS E is expected
for the northbound approach at Vernon Ave/Arcadia Ave during the AM peak hour with maximum
queue lengths extending past the adjacent driveways on Arcadia Ave. Similar queueing concerns as
the 2024 No Build scenario are experienced at other study intersections.
· Traffic operations for the 2024 Build scenario are comparable to the 2024 No Build conditions. LOS D
is experienced for the northbound movement in the AM peak hour at the Vernon Ave/Arcadia Ave
intersection.
· Traffic operations for the 2042 Build scenario are comparable to the 2042 No Build conditions. Some
movements, however, experienced increased delay: LOS E for NB and SB approaches at Vernon
Ave/Interlachen Blvd, LOS E for NB right-turn at Vernon Ave/Arcadia Ave in AM peak hour, and LOS E
for the WB approach at Vernon Ave/TH 100 SB ramp.
Recommendations summary:
· It is recommended that the Vernon Ave/Arcadia Ave intersection be monitored in the future to
understand if there are any future operations or queueing concerns that should be addressed once
development changes occur and as general background traffic volumes increase.
· Signal timing adjustments and coordination along Vernon Avenue may be necessary to accommodate
background traffic demand in addition to new development traffic. Specifically monitor signal timings
at the Vernon Ave/SB TH 100 interchange ramp and Vernon Ave/Interlachen Blvd.
· Consider spacing the two proposed driveways on Arcadia Avenue further apart to avoid turning
conflicts or driver confusion.
· Encourage public parking in the parking ramp for the restaurant to double trips onto the roadway
network.
· Monitor valet parking activity and circulation to mitigate safety issues on Arcadia Ave during peak
periods.
SEH is a registered trademark of Short Elliott Hendrickson Inc.
GRANDVIEW YARD TRAFFIC STUDY EDINA 168382
i
Contents
1 Introduction ................................................................ 1
1.1 Background ............................................................................................ 1
1.2 Relevant Studies and Policies ................................................................ 1
2 Existing Conditions ..................................................... 3
3 Planned Development ................................................ 9
4 Parking Demand Review ............................................ 9
5 Traffic Forecasting ................................................... 11
5.1 Background Forecasting ....................................................................... 11
5.2 Trip Generation – 5146 Eden Ave (Grandview Yard) ........................... 11
5.3 Trip Generation – Surrounding Developments ..................................... 12
5.4 Trip Distribution .................................................................................... 14
6 Traffic Operations Analysis ...................................... 15
6.1 Intersection Analysis ............................................................................. 16
6.2 Travel Demand Management Policy Review ........................................ 22
7 Conclusions and Recommendations ........................ 23
List of Tables
Table 1 – Trip Generation for 5146 Eden Ave (Grandview Yard) ............................. 12
Table 2 – Trip Generation for 5100 Eden Ave (Eden 100 Building) ......................... 13
Table 3 – Trip Generation for 4917 Eden Ave (Old Perkins Restaurant).................. 13
Table 4 – Level of Service Thresholds ..................................................................... 15
Table 5 – 2024 No Build Operations Summary ........................................................ 17
Table 6 – 2042 No Build Operations Summary ........................................................ 18
Table 7 – 2024 Build Operations Summary .............................................................. 20
Table 8 – 2042 Build Operations Summary .............................................................. 21
List of Figures
Figure 1 – Project Location ........................................................................................ 2
Figure 2 – Vernon Avenue Reconstruction (2024) ..................................................... 4
Figure 3 – Eden Avenue & Arcadia Mini Roundabout Concept ................................. 5
Contents (continued)
GRANDVIEW YARD TRAFFIC STUDY EDINA 168382
ii
Figure 4 – Mini Roundabouts Concept on Eden Avenue at Grange Road and Willson
Road ..................................................................................................................... 6
Figure 5 – Existing Conditions .................................................................................... 8
List of Appendices
Appendix A Grandview Yard Concept Plan
Appendix B Intersection Volume Figures
Appendix C Traffic Operational Results
GRANDVIEW YARD TRAFFIC STUDY EDINA 168382
Page 1
Grandview Yard Traffic Study
Prepared for Edina, Minnesota
1 Introduction
1.1 Background
This traffic study was conducted to focus on the traffic impacts due to the proposed development
at 5146 Eden Avenue, located on an approximately 3.125-acre parcel on the northwest corner of
Eden Avenue and Arcadia Avenue in the City of Edina. This site is also known as the former
public works site for the city and currently sits vacant. Over the past several years, the City has
developed a framework for revitalizing the Grandview District, and this development looks to
meet the guiding principles and vision set for the district while also supporting other planned
projects in the district. See Appendix A for a concept of the proposed Grandview Yard
development.
The proposed full build out of the 5146 Eden Ave site includes:
· 90-unit senior housing cooperative project, including 173 underground parking spaces
· 2-story 13,500 square-foot, 347 seat restaurant, including 32 surface parking stalls and
use of public parking ramp
· 31,643 square-foot green space/public plaza, with connection to future pedestrian
bridge (currently under construction)
This study also confirmed the land use sizes for the redevelopments occurring at 5100 Eden
Avenue and 4917 Eden Avenue (old Perkins site) and included the trip generation in the no build
traffic conditions for this study.
· 5100 Eden Ave: 138 housing units
· 4917 Eden Ave: 196 housing units and 3,700 square-foot restaurant
1.2 Relevant Studies and Policies
The project area has been studied several times in recent years. Some studies were conducted
to develop Traffic Impact Studies (TIS) for redevelopment parcels, while other studies included
local roadway and intersection improvements and high-level planning concepts. The following
studies and policies were primarily used by either incorporating the data or as a reference:
· Parking Study Update for Grandview Parking Ramp (2022)
· East Grandview Transportation Study (2021)
· Travel Demand Management Policy (2021)
· Traffic and Parking Study for 4917 Eden Avenue (2021)
· Eden Avenue Traffic Study (2020)
· Grandview District Transportation Study (2016)
· Grandview District Development Framework (2012)
SAVE AS REPORT TITLE... EDINA 168382
Page 2
Figure 1 – Project Location
SAVE AS REPORT TITLE... EDINA 168382
Page 3
2 Existing Conditions
The following is a description of each of the major roadways and intersections within the project
area. The bold/italicized text discusses planned roadway improvements that are currently in the
design or planning phase and are assumed to be considered “No Build” conditions for the
purposes of this study.
Highway 100
TH 100 is a north-south freeway facility that extends over 15-miles through the western side of
the metro area. Through the interchange, TH 100 has 3-travel lanes in each direction, with a
posted speed limit of 60 miles per hour (MPH) and carries approximately 124,000 vehicles per
day.
Northbound TH 100 has a single low speed (20 MPH) exit ramp that connects to Grange Road.
There are two entrance ramps from W. 50th Street to northbound TH 100 with an eastbound loop
ramp and a westbound right turn.
Southbound TH 100 has a single lane exit to access Vernon Avenue to the west and 50th Street
to the east, a connection to a collector-distributer (CD) roadway system also allows access to
Arcadia Avenue. There is a single entrance ramp connection to southbound TH 100 that is part of
the CD roadway with access from Vernon Avenue.
Planned Improvements: Eden Ave/SB TH 100 Ramp Removal
The southbound TH 100 on-ramp from Eden Avenue is planned for removal by 2024, and was
not included as part of the project year of opening roadway conditions for this study.
Vernon Avenue S
Vernon Avenue S is a west-east A-Minor Arterial roadway designated as a County State Aid
Highway 158 (CSAH 158) for Hennepin County. It is a 4-lane divided roadway that serves as a
primary regional corridor, connecting drivers to TH 62, TH 100, residential areas, and commercial
areas such as the Grandview District. The posted speed limit is 30 MPH. Sidewalk facilities exist
primarily on the north side of Vernon Avenue S within the focus area. Vernon Avenue S
transitions into W 50th Street on the east side of TH 100. Access to both directions of TH 100 is
provided from Vernon Avenue. In the study area, the corridor carries between 12,400 to 19,000
vehicles per day based on the most recent daily traffic numbers.
Planned Improvements: Vernon Ave Bridge Reconstruction
Hennepin County is currently in the design phase to reconstruct the Vernon Avenue (CSAH 158)
bridge over the Canadian Pacific Railroad. The project includes intersection improvements and
modifications to the three adjacent intersections of Interlachen Boulevard, Arcadia Avenue, and
the TH 100 Southbound ramp terminal. The project is anticipated to begin construction in 2023
and completed in 2024.
The following improvements are included in the project area:
· Pedestrian Improvements throughout the project area, including:
- Widening sidewalks on railroad bridge.
- ADA pedestrian ramps at all crossings and new sidewalk connections.
SAVE AS REPORT TITLE... EDINA 168382
Page 4
- Improved crossings at both Arcadia Avenue and the TH 100 SB Ramp.
· Interlachen Boulevard Intersection:
- Adding a westbound left turn lane and signal phase.
· TH 100 SB Ramp Terminal Intersection:
- Remove southbound free right turn movement and realign to the traffic signal.
Figure 2 – Vernon Avenue Reconstruction (2024)
W 50th Street
W 50th Street and Vernon Avenue S are a common roadway, with Vernon Avenue S designated
to the west of TH 100 and W 50th Street designated to the east of TH 100. Like Vernon Avenue
S, W 50th Street is also a west-east A-Minor Arterial roadway within the study area. It is a 4-lane
roadway that also serves as a regional corridor in the City. The posted speed limit is 30 MPH.
Near the TH 100 overpass, sidewalk facilities exist only on the north side of the roadway.
Sidewalk facilities are provided on both sides of the roadway east of Grange Road. In the study
area, the corridor carries between 19,000 to 27,000 vehicles per day based on the most recent
daily traffic numbers.
Eden Avenue
Eden Avenue is a west-east Minor Collector roadway designated as a Municipal State Aid (MSA)
Route for the City of Edina. It is a 3-lane undivided roadway that connects between Vernon
Avenue to the west and W 50th Street to the east with a posted speed limit of 30 miles per hour
(MPH). Sidewalk facilities exist on both sides of the roadway except a short segment with
sidewalk only on the south side between Brookside Avenue and Arcadia Ave/Normandale Rd;
this missing segment will be constructed with a planned 2021 project. Access to southbound TH
SAVE AS REPORT TITLE... EDINA 168382
Page 5
100 is provided from Eden Avenue. In the study area, the corridor carries between 3,600 to 5,200
vehicles per day based on the most recent daily traffic numbers.
Planned Improvements:
· TH 100 ramp removal; after Hennepin County Vernon Avenue project (2024).
· Eden Ave & Arcadia Mini-Roundabout (2022)
The Eden Avenue Traffic Study (2020) completed for the City included the recommendations for
improvements along Eden Avenue at both Arcadia Avenue and the TH 100 Southbound ramp
terminal intersections.
The intersection of Eden Avenue and Arcadia Avenue will be converted from an all-way stop
controlled intersection to a mini-roundabout controlled intersection to improve safety and
operations. The construction of the roundabout is anticipated in 2022.
The analysis showed the current Eden Avenue entrance ramp to southbound TH 100 could be
removed without significant impacts to the roadway network. Rerouted traffic to the Vernon
Avenue ramp intersection added delays but did not create a considerable impact. The ramp
removal reduces the volumes along Eden Avenue and reduces access. The ramp removal is
anticipated to be removed in 2024.
Figure 3 – Eden Avenue & Arcadia Mini Roundabout Concept
Arcadia Avenue and Normandale Road
Arcadia Avenue and Normandale Road are two local minor collector roadways included in the
study area; both facilities are 2-lane undivided roadways with speed limits of 30 MPH. Arcadia
Avenue connects between Vernon Avenue and Eden Avenue, while Normandale Road extends
to the south as a western freeway frontage road. Due to the proximity to the Our Lady of Grace
Catholic School (OLG), Normandale Road is also within a 20 MPH school speed zone. Arcadia
SAVE AS REPORT TITLE... EDINA 168382
Page 6
Avenue carries approximately 1,100 vehicles per day and Normandale Road carries
approximately 2,100 vehicles per day based on the most recent daily traffic numbers. Most of the
new traffic from the development will utilize Arcadia Road to access the Grandview Yard site.
Grange Road and Willson Road
Grange Road and Willson Road are two local minor collector roadways included in the study
area; both facilities are 2-lane undivided roadways with speed limits of 30 MPH. Grange Road
connects between W 50th Street and Eden Avenue, while Willson Road extends to the south as
an eastern freeway frontage road. Willson Road is designated as a Municipal State Aid (MSA)
Route for the City of Edina and carries approximately 4,400 vehicles per day. Grange Road
carries between 6,000 and 8,000 vehicles per day based on the most recent daily traffic
numbers.
Planned Improvements: Two mini roundabouts along Eden Avenue
Based on the alternatives analysis completed in the East Grandview Transportation Study
(2021), the intersection of Eden Avenue at Grange Road and Willson Road is programmed for
improvements related to the redevelopment in the area and possible TIF funds. The existing all-
way stop controlled intersection is skewed and has a large footprint that adds to driver confusion.
The planned improvement project includes two mini roundabouts closely spaced together Eden
Avenue at Grange Road and Willson Road. The design realigns Willson Road to connect directly
across from the southern City Hall parking lot access, and Grange Road would be constructed as
a separate T-intersection. Reference the East Grandview Transportation Study for a
comprehensive traffic analysis of this configuration.
Figure 4 – Mini Roundabouts Concept on Eden Avenue at Grange Road and Willson Road
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The following is a comprehensive list of all thirteen (16) intersections included in the full traffic
analysis area; the main study intersections are also noted.
1. Vernon Ave/Gus Young Ln/Retail Access(1) Minor Stop Control
2. Vernon Ave/Interlachen Blvd(1) Traffic Signal(3)
3. Vernon Ave/Arcadia Ave(1) Eastbound RIRO(2)
4. Vernon Ave at TH 100 SB Ramp(1) Traffic Signal(3)
5. Vernon Ave at TH 100 NB Ramp(1) Free Movements
6. W 50th Street at Eden Ave Minor Stop Control
7. Arcadia Ave at TH 100 SB Ramp connection Minor Stop Control
8. Arcadia Ave at Eden 100 Driveway/Proposed Restaurant Driveway(1) Minor Stop Control
9. Arcadia Ave at Proposed Senior Living Driveway(1) Minor Stop Control
10. Grange Road at TH 100 NB Ramp Minor Stop Control
11. Vernon Ave at Eden Ave(1) Traffic Signal
12. Vernon Ave at Brookside Ave Minor Stop Control
13. Eden Ave at School/Church/Proposed Senior Living Driveway(1) Minor Stop Control
14. Eden Ave at Arcadia Ave/Normandale Rd(1) Mini Roundabout(3)
15. Eden Ave at Grange Rd Mini Roundabout(3)
16. Eden Ave at Willson Rd Mini Roundabout(3)
Notes: (1) Main Study Intersections
(2) Right-In/Right-Out Intersection
(3) Planned Improvements included in No Build scenario
Figure 5 summarizes the no build 2024 traffic control at the study area intersections. Additional
intersection figures can be found in Appendix B.
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Figure 5 – Existing Conditions
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Vehicle Volumes
To perform the operational analyses, the City provided vehicle turning movement data from
recently completed studies within the study area, in addition to MnDOT count data and MnDOT
ramp detector volume data. No new traffic data or observations were performed as part of this
study.
The East Grandview Transportation Study’s volume database from the Build scenario that
included the existing and short-term planned transportation improvements were used as the no
build 2024 volumes in this study. The foundation for most of this data included counts collected in
2019 and 2021 within the study area to ensure that most recent development traffic, such as the
Avidor apartment complex, was included as much as possible in the analysis. Earlier turning
movement count data was used, when necessary, for balancing purposes.
With the study area having been thoroughly reviewed in recent years, an existing conditions
analysis was not conducted. The study analyzed the anticipated year of opening 2024 traffic
volumes, which will be discussed in the next section.
3 Planned Development
The focus of this study is the planned development for the Grandview Yard area located at 5146
Eden Avenue, which is the location of the former public works site. The proposed full build out of
the site includes:
· 90-unit senior housing cooperative project, including 173 underground parking spaces
· 2-story 13,500 square-foot, 347 seat restaurant, including 32 surface parking stalls and
use of public parking ramp
· 31,643 square-foot green space/public plaza, with connection to future pedestrian
bridge (currently under construction)
See Appendix A for a concept of the proposed Grandview Yard development.
This study also included the confirmed land use sizes for the developments occurring at 5100
Eden Avenue (Eden 100 Building) and 4917 Eden Avenue (old Perkins site). Previous traffic
studies have been completed in the Grandview area that included some differences in the
number of proposed units and/or square footage. This analysis made the updates and revised
the analysis appropriately – and ultimately, these differences made a nominal impact in the
review.
· 5100 Eden Ave: 138 housing units
· 4917 Eden Ave: 196 housing units and 3,700 square-foot restaurant
Trip generation traffic was added to the forecasted background traffic volumes for both the 2024
and 2042 forecast years.
4 Parking Demand Review
Another component to this traffic study was to complete a parking demand review for the
proposed Grandview Yard development. Parking requirements were reviewed using both City
Code of Ordinances parking requirements and the ITE’s Parking Generation Manual. The
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calculated parking demands were then compared to the planned parking stall layouts for the land
uses to understand if the parking supply meets the expected demand during the peak period(s).
Overall, the planned parking for Grandview Yard, which includes the spaces available in the
nearby public parking ramp, will provide adequate number of spaces to accommodate the
parking demands for the 347-seat restaurant and the 90-unit senior living co-op. There are no
parking demands necessary for the proposed green space.
Division 3, Subdivision II, Section 36-1311 of the City Code states:
(c) Senior citizen dwelling unit buildings in the PSR-4 and PSR-5 subdistricts.
(1) 0.5 exposed spaces and 0.25 enclosed spaces per senior citizen dwelling unit1.
(2) In addition to subsection (c)(1) of this section, the following spaces are required:
a. One completely enclosed and one exposed space for each nonsenior citizen
dwelling unit located in a building in the Planned Senior Residence District;
b. One completely enclosed space per vehicle owned by the building's management
and stored on the property; and
c. One exposed space for each employee who is not a resident of the building.
(d) Restaurants (except within shopping centers). Spaces equal in number to one-third the
maximum seating capacity, plus one space for each employee on the major shift.
Notes:
1 For this review, the City allowed enclosed spaces to replace the number of required exposed parking
spaces for senior citizen housing.
Senior Housing
The proposed senior housing co-op will include a total of 90-units and 3 employees. The site
includes an underground parking garage with 173 spaces. It is expected that these spaces will be
used by residents, staff, and visitors of the complex. There are a small number (<10) of exposed
parking spaces proposed for the site. The City Code requires a total of 71 parking spaces and the
ITE Parking Generation Manual (ITE Code 252, Senior Adult Housing-Multifamily) requires a total
of 55 spaces. Therefore, the parking needs for this development are met per the City Code and
ITE.
Restaurant
The proposed restaurant will be approximately 13,400 SF, include 347 seats, and will staff
approximately 50 employees during a peak shift. The site includes 32 surface parking spaces.
The development expects that all staff members will utilize the public parking garage. Once the
parking lot is full, patrons will either utilize the public parking garage or use the valet service
(which will park near or in the public parking garage). The City Code requires a total of 166
parking spaces (115 spaces for patrons + 50 spaces for employees) and the ITE Parking
Generation Manual (ITE Code 931, Quality Restaurant) requires a total of 180 spaces. Assuming
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that all of the employees will utilize the public parking garage and patrons will utilize the public
parking garage once the surface lot is full, a total of 134 parking spaces will be required during
the peak period from the existing parking ramp.
A Parking Study Update for Grandview Parking Ramp was recently completed in May 2022 for
the public parking ramp and was referenced as part of this review. The study reviewed and
summarized the existing parking ramp usage during the weekday and weekend late afternoon
and evening time periods. The parking ramp has a total of 273 parking spaces, with 210 regular
spaces and 63 3-hour restricted parking spaces. During the analysis periods, an average
occupancy of 21.25% (215 unused spaces) was observed for the entire parking ramp during the
weekday evening periods and an average occupancy of 21.0% (216 unused spaces) was
observed for the entire parking ramp during the weekend late afternoon periods. Overall, these
results conclude that a significant number of parking spaces are available during the late
afternoon and evening time periods throughout the week.
Based on the Grandview Parking Ramp study, there is an average of approximately 215 unused
spaces in the parking garage during the weekday and weekend afternoon or early evening peak
periods. Since these unused spaces exceed the required 134 parking garage spaces for the
restaurant, the parking demands are met per the City Code and ITE.
5 Traffic Forecasting
5.1 Background Forecasting
Future traffic forecasts were developed based on the City of Edina’s Comprehensive Plan and
previous studies in the project area.
Most roadways within the project area have a growth rate of between 0.2% and 0.5%. Based on
the low growth rate and previous projects, including the East Grandview Transportation Study
and the Eden Avenue Traffic Study, a growth rate of 0.3% per year was applied to all
intersections in the study area. This growth rate was used to forecast the background traffic to
the 2024 and 2042 future years. Intersection volume figures can be found in Appendix B.
5.2 Trip Generation – 5146 Eden Ave (Grandview Yard)
A trip generation analysis was performed for the Grandview Yard development site based on the
average rates provided in the Institute of Transportation Engineers (ITE) Trip Generation Manual,
11th Edition. The existing lot is currently vacant, and the proposed development includes a senior
housing co-op, a dine-in restaurant, and a green space/public plaza. The land uses that were
used for estimating the new trips include Senior Adult Housing – Multifamily (ITE Code 252) and
Fine Dining Restaurant (ITE Code 931). All the trips are assumed to be new trips to the area. The
Grandview Yard development also includes an approximately 0.73-acre green space. Due to the
small area, there are no additional trips expected to be generated for the green space. It is
assumed that trips to the park will be either be multi-use trips to other businesses in the area or
will be accessed by a non-motor vehicle mode of transportation (i.e. walking, bicycling, or rolling).
Due to the nature of these land uses and as a conservative approach, there were no pass-by
trips or multi-use trip reductions applied to the trip generation estimates.
The previously completed East Grandview District traffic study assumed that the land use at 5146
Eden Avenue was to include 165 residential apartment units. Using the previous 10th Edition for
ITE Trip Generation Manual and the previous land use size assumption, the trip generation rates
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estimated a total of 898 daily new trips, 59 AM peak hour new trips, and 73 PM peak hour new
trips. Therefore, with this updated study, a total of 526 daily trips were added, 31 AM peak hour
trips were removed, and 55 PM peak hour trips were added to the network compared to the
previous East Grandview District study.
Table 1 summarizes the previous and updated trip generations for each land use, including the
estimated new daily and peak hour trips added to the roadway network.
Table 1 – Trip Generation for 5146 Eden Ave (Grandview Yard)
Site Address Land Use (ITE Code) Size Daily AM
Peak
PM
Peak
Previous Land Use Size Assumption1
5146 Eden Ave (old
Public Works Site)
Multifamily Housing (Mid-
Rise) (221) 165 Units 898 59 73
Current Proposed Land Use Size2
5146 Eden Ave (old
Public Works Site)3
Senior Adult Housing –
Multifamily (252) 90 Units 292 18 23
Fine Dining Restaurant
(931)
13,500 SF
GFA 1,132 10 105
Total Trips 1,424 28 128
Total Trip Difference +526 -31 +55
Notes:
12021 East Grandview District Traffic Study (ITE Trip Generation Manual 10th Edition)
2ITE Trip Generation Manual 11th Edition
3 Proposed green space has no trip generation; therefore users are assumed multi-use trips
5.3 Trip Generation – Surrounding Developments
Additionally, this study also confirmed the land use sizes for the redevelopment plans at 5100
Eden Avenue (Eden 100 Building) and 4917 Eden Avenue (old Perkins Restaurant site). This
study updated the trip generation for each site from previous studies to be included in the No
Build traffic volumes.
The Grandview East Transportation Study’s trip generation traffic for 5100 site used the same
land use size that was confirmed by the City for this study (138 residential apartments); however,
the earlier version of the ITE Trip Generation Manual was used.
Table 2 summarizes the differences in the trip generation between the two ITE Trip Generation
Manual editions. In general, the estimated trips were higher with the 10th edition compared to the
11th edition with a slight decrease in trips during the PM peak hour. Ultimately, the differences in
trips during the AM and PM peak hour have nominal impact to the operations. Note that existing
traffic generated by the Eden 100 offices were not extracted from the No Build traffic volumes;
therefore, the traffic volumes provide a conservative analysis.
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Table 2 – Trip Generation for 5100 Eden Ave (Eden 100 Building)
Site Address Land Use (ITE Code) Size Daily AM
Peak
PM
Peak
Previous Trip Generation1
5100 Eden Ave
(Eden 100 Building)
Multifamily Housing (Mid-
Rise) (221) 138 Units 751 50 62
Current Proposed Trip Generation2
5100 Eden Ave
(Eden 100 Building)
Multifamily Housing (Mid-
Rise) (221) 138 Units 627 51 54
Total Trip Difference -124 +1 -8
Notes:
12021 East Grandview District Traffic Study (ITE Trip Generation Manual 10th Edition)
2ITE Trip Generation Manual 11th Edition
The 2021 Traffic and Parking Study for 5917 Eden Avenue’s trip generation used comparable
land use sizes, with a small difference in the number of dwelling units (reduced from 208 to 196).
The square footage for the fast-food restaurant remained the same at 3,700 SF. The ITE Trip
Generation Manual 10th Edition was also used in the previous study. Table 3 summarizes the
differences in new trips using the previously assumed land use sizes and the updated land use
sizes. Overall, a total of 144 net daily trips were added to the network and 65 net AM peak hour
trips were added to the system. There was nominal change in the trip generation for the PM peak
hour. Note that 2021 Traffic and Parking Study did not account for potential internal trip reduction
between the land uses, which contributes to a more conservative traffic analysis. Ultimately,
these trip differences were factored into the No Build volumes for this study.
Table 3 – Trip Generation for 4917 Eden Ave (Old Perkins Restaurant)
Site Address Land Use (ITE Code) Size Daily AM
Peak
PM
Peak
Previous Land Use Size Assumption1
4917 Eden Ave
(old Perkins site)
Apartments 208 Units 1,132 75 92
Fast Food Restaurant
without Drive-thru 3,700 SF GFA 1,281 93 105
Total Trips 2,413 168 197
Updated Land Use Size2
4917 Eden Ave
(old Perkins site)
Multifamily Housing (Mid-
Rise) (221) 196 Units 890 73 76
Fast Food Restaurant
without Drive-thru (933) 3,700 SF GFA 1,667 160 123
Total Trips 2,557 233 199
Total Trip Difference +144 +65 -2
Notes:
12021 Traffic and Parking Study for 4917 Eden Avenue (ITE Trip Generation Manual 10th
Edition)
2ITE Trip Generation Manual 11th Edition
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5.4 Trip Distribution
The new trips were distributed to the intersections within the study area based on existing traffic
data, proposed access locations, and logical transportation routes. The general trip distributions
are the same or comparable to previously completed studies in the area, and are summarized
below:
· 15% to/from the west
· 20% to/from the east
· 30% to/from the south (via northbound TH 100)
· 30% to/from the north (via southbound TH 100)
· 5% to/from the south (via Normandale/W Frontage Road)
5.4.1 Restaurant Parking and Valet Distribution
The proposed restaurant’s on-site parking lot will have 32 parking spaces, which are assumed to
be used entirely by customers during the peak period. Employees are expected to utilize the
Grandview Public Parking garage. Once the on-site spaces are full, customers will either use the
valet service at the restaurant’s entrance/main parking lot or utilize the Grandview Public Parking
lot. Valet parking is expected to use street parking on Brookside Avenue and/or the public
parking garage.
During the PM peak hour, 70 entering trips and 35 exiting trips are expected for the restaurant.
New trips that are included in the valet service trips and the trips that enter the main lot before
driving to the public parking garage were added to the network twice to account for this activity.
Based on the expected parking activity distribution, the following activity is expected:
· Restaurant Parking Lot
- 32 trips (45%) assumed to enter the main lot until full
- 17 trips (25%) assumed to enter the main lot to utilize the valet service or prior to
driving to the public parking garage.
· Grandview Public Parking Garage
- 21 trips (30%) assumed to enter the
public parking garage off Vernon Ave
at either the Interlachen Blvd signal or
at the at Gus Young Ln/Retail access.
- Approximately 16 trips are expected
to enter at Interlachen Blvd and 5 are
expected to enter at the Gus
Young/Retail access.
- Trips assumed to enter the main lot
prior to driving to the public parking
garage are assumed to be small (~5
trips) and are expected to access the
public parking garage via Arcadia Ave
and Gus Young Lane.
Grandview Public Parking entrance sign on
Gus Young Boulevard.
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· Valet Parking/Brookside Avenue
- 17 trips (25%) of new entering trips will utilize valet service or access the main lot
before driving to the public parking garage.
- Most of these trips are expected to utilize valet, which will likely access space on
Brookside Avenue via Arcadia and Eden.
The Build Traffic Volumes for the 2024 and 2042 analysis years are included in Appendix B.
6 Traffic Operations Analysis
Traffic operations analyses were conducted to determine the level of service (LOS), delay, and
queueing information for the AM and PM peak hour conditions for the no build and full build
scenarios.
LOS is a qualitative rating system used to describe the efficiency of traffic operations at an
intersection. Six LOS are defined, designated by letters A through F. LOS A represents the best
operating conditions (no congestion), and LOS F represents the worst operating conditions
(severe congestion). For the study intersection it was assumed that a LOS D or better, for all
approaches and the overall intersection, represents acceptable operating conditions.
LOS for intersections is determined by the average control delay per vehicle. The range of control
delay for each LOS is different for signalized and unsignalized intersections. The expectation is
that a signalized intersection is designed to carry higher traffic volumes and will experience
greater delays than an unsignalized intersection; driver tolerance for delay is greater at a signal
than at a stop sign. Therefore, the LOS thresholds for each LOS category are lower for
unsignalized intersections than for signalized intersections
Table 4 – Level of Service Thresholds
Level of
Service
Average Control Delay (sec/veh)
Signalized Intersection Unsignalized Intersection
(Stop Control/Roundabout)
A 0 to 10 0 to 10
B > 10 and ≤ 20 > 10 and ≤ 15
C > 20 and ≤ 35 > 15 and ≤ 25
D > 35 and ≤ 55 > 25 and ≤ 35
E > 55 and ≤ 80 > 35 and ≤ 50
F > 80 > 50
Operational analysis was conducted using Synchro/SimTraffic software (version 11) for all study
intersections. The average of ten simulation runs were performed to determine the necessary
measure of effectiveness (MOE’s). The East Grandview Transportation Study performed the
roundabout analyses using the Highway Capacity Software (HCS7), which implements the
Highway Capacity Manual (HCM) calculations. The study found that operational results of the
roundabouts were similar to SimTraffic results. Therefore, this study only utilized
Synchro/SimTraffic software to analyze each intersection control option and does not include
reports from HCS.
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Currently, there is not a standard traffic operations analysis tool to evaluate a mini roundabout;
there are only guidelines for the expected operational capacity of the intersection. It should be
noted that a mini roundabout would have slightly less capacity than any single-lane roundabout
examined in this section. FHWA guidance suggests a total entering demand for a mini
roundabout to be less than 1,600 vehicles per hour on all approaches, this threshold will be
reviewed at each of the roundabout-controlled intersection.
6.1 Intersection Analysis
The operations analysis summary will focus on the directly impacted study intersections, and the
full analysis summary is included in Appendix C for all study intersections.
6.1.1 No Build Conditions
The traffic operations analysis for the no build conditions includes the background traffic volumes
and the existing or planned roadway/intersection conditions.
2024 No Build
In the 2024 No Build scenario, the intersections will operate at LOS C or better with no major
congestion. The traffic operations summary for the primary study intersections for the Grandview
Yard development are summarized below in Table 5.
Most approaches are operating at a LOS C or better with some movements operating at LOS D,
which is considered acceptable. See Appendix C for detailed individual intersection turning
movement LOS.
The peak hour volumes entering the three mini-roundabouts planned along Eden Avenue
(Arcadia, Grange, and Willson) perform acceptably with intersection LOS A in both peak hours
and all fall below FHWA’s 1,600 vph threshold, with the three mini-roundabouts ranging from
approximately 875 vph to 1,165 vph.
2042 No Build Conditions
In the 2042 No Build scenario, the intersections will continue to operate at LOS C or better with
no major congestion. The traffic operations summary for the primary study intersections for the
Grandview Yard development are summarized below in Table 6.
Most approaches are operating at LOS C or better with some movements operating at LOS D,
which is considered acceptable. An LOS E is seen for the northbound approach at Vernon Ave at
Arcadia Ave during the AM peak hour. See Appendix C for detailed individual intersection
turning movement LOS.
The peak hour volumes entering the three mini-roundabouts planned along Eden Avenue
(Arcadia, Grange, and Willson) perform acceptably with intersection LOS A in both peak hours
and all fall below FHWA’s 1,600 vph threshold, with the three mini-roundabouts ranging from
approximately 920 vph to 1,220 vph.
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Table 5 – 2024 No Build Operations Summary
Intersection Approach
AM Peak Hour PM Peak Hour
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Vernon Ave at Eden
Ave
(Signal)
EB 18.6 / B
20.6 / C
17.0 / B
17.2 / B WB 14.3 / B 16.7 / B
NB 24.2 / C 18.5 / B
SB 19.6 / B 14.9 / B
Vernon Ave at Gus
Young Lane/Retail
EB 16.1 / C
4.2 / A
21.7 / C
5.6 / A WB 15.7 / C 26.2 / D
NB 3.5 / A 3.6 / A
SB 2.2 / A 2.9 / A
Vernon Ave at
Interlachen Blvd
(Signal)
EB 23.0 / C
22.9 / C
26.1 / C
30.1 / C WB 13.9 / B 21.0 / C
NB 43.7 / D 50.8 / D
SB 30.6 / C 44.9 / D
Vernon Ave at Arcadia
Ave
EB 6.9 / A
5.5 / A
5.3 / A
4.7 / A WB 1.2 / A 1.2 / A
NB 19.9 / C 20.7 / C
SB
Vernon Ave/50th &
SB TH 100
(Signal)
EB 18.8 / B
22.7 / C
16.0 / B
25.7 / C WB 23.1 / C 27.7 / C
NB
SB 28.6 / C 36.4 / D
50th St & NB TH 100
EB 2.6 / A
2.7 / A
2.5 / A
2.2 / A WB 2.8 / A 1.8 / A
NB
SB
Eden Ave at Senior
Living West
Driveway/School
Access
EB 1.3 / A
5.2 / A
1.1 / A
1.3 / A WB 4.7 / A 0.7 / A
NB 13.0 / B 10.3 / B
SB 34.1 / D 8.7 / A
Eden Ave at Arcadia
Ave/Normandale Rd
(Roundabout)
EB 2.7 / A
3.8 / A
3.5 / A
3.4 / A WB 4.0 / A 2.8 / A
NB 4.4 / A 4.4 / A
SB 5.0 / A 3.4 / A
Arcadia Ave &
Restaurant Lot
Driveway
EB 0.0 / A
0.8 / A
0.0 / A
0.3 / A WB 6.8 / A 4.4 / A
NB 0.1 / A 0.1 / A
SB 0.3 / A 0.1 / A
Arcadia Ave & Senior
Living East Driveway
EB 0.0 / A
0.5 / A
0.0 / A
0.4 / A WB 0.0 / A 0.0 / A
NB 0.5 / A 0.6 / A
SB 0.4 / A 0.3 / A
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Table 6 – 2042 No Build Operations Summary
Intersection Approach
AM Peak Hour PM Peak Hour
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Vernon Ave at Eden
Ave
(Signal)
EB 16.1 / B
21.3 / C
19.2 / B
17.7 / B WB 13.9 / B 18.4 / B
NB 25.0 / C 18.9 / B
SB 20.7 / C 14.8 / B
Vernon Ave at Gus
Young Lane/Retail
EB 13.7 / B
4.5 / A
25.0 / D
6.7 / A WB 18.1 / C 33.9 / D
NB 3.7 / A 4.1 / A
SB 2.4 / A 3.0 / A
Vernon Ave at
Interlachen Blvd
(Signal)
EB 25.9 / C
24.6 / C
30.4 / C
33.7 / C WB 15.7 / B 23.0 / C
NB 41.4 / D 52.9 / D
SB 31.7 / C 49.9 / D
Vernon Ave at Arcadia
Ave
EB 9.1 / A
7.9 / A
6.5 / A
6.2 / A WB 1.2 / A 1.2 / A
NB 36.9 / E 33.2 / D
SB
Vernon Ave/50th &
SB TH 100
(Signal)
EB 20.0 / C
24.0 / C
17.0 / B
27.8 / C WB 25.0 / C 29.8 / C
NB
SB 29.1 / C 39.7 / D
50th St & NB TH 100
EB 2.6 / A
3.4 / A
2.6 / A
2.4 / A WB 3.9 / A 2.1 / A
NB
SB
Eden Ave at Senior
Living West
Driveway/School
Access
EB 1.4 / A
6.2 / A
1.6 / A
1.7 / A WB 5.3 / A 1.0 / A
NB 16.4 / C 11.3 / B
SB 17.1 / C 7.8 / A
Eden Ave at Arcadia
Ave/Normandale Rd
(Roundabout)
EB 2.9 / A
4.0 / A
3.7 / A
3.6 / A WB 3.9 / A 3.0 / A
NB 4.7 / A 4.6 / A
SB 6.0 / A 3.5 / A
Arcadia Ave &
Restaurant Lot
Driveway
EB
0.7 / A
0.4 / A WB 7.0 / A 4.3 / A
NB 0.1 / A 0.2 / A
SB 0.3 / A 0.1 / A
Arcadia Ave & Senior
Living East Driveway
EB
0.5 / A
0.5 / A WB
NB 0.5 / A 0.7 / A
SB 0.4 / A 0.3 / A
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6.1.2 Build Conditions
The traffic operations analysis for the build conditions includes the background traffic volumes
and the new trips expected for the Grandview Yard development site. The existing or planned
roadway conditions were continued to be used in the build analyses.
2024 Build Conditions
In the 2024 Build scenario, the intersection operations are comparable to the 2024 No Build
conditions with intersections operating at LOS C or better with no major congestion concerns.
The traffic operations summary for the primary study intersections for the Grandview Yard
development are summarized below in Table 7.
Most movements are operating at LOS C or better with some movements operating at LOS D,
which is considered acceptable. The northbound movement at Vernon Ave/Arcadia Ave
intersection during the AM peak hour experiences slightly more delay compared to the No Build
scenario, with approximately 8 seconds of delay per vehicle added due to the new trips for the
redevelopment. See Appendix C for detailed individual intersection turning movement LOS.
The peak hour volumes entering the three mini-roundabouts planned along Eden Avenue
(Arcadia, Grange, and Willson) perform acceptably with intersection LOS A in both peak hours
and all fall below FHWA’s 1,600 vph threshold, with the three mini-roundabouts ranging from
approximately 895 vph to 1,200 vph.
2042 Build Conditions
In the 2042 Build scenario, the intersection operations are relatively comparable to the 2042 No
Build conditions with intersections operating at LOS C or better with the exception of the Vernon
Ave/Interlachen Blvd intersection operating at LOS D during the PM peak hour. It is expected that
routine signal timing adjustments can be made to alleviate these delay concerns in the future to
achieve acceptable operations. The traffic operations summary for the primary study
intersections for the Grandview Yard development are summarized below in Table 8.
Most movements are operating at LOS D or better. However, compared to the 2042 No Build
operations, some movements are expected to experience slightly increased delay including the
LOS E expected for the northbound and southbound approaches at Vernon Ave/Interlachen Blvd,
LOS E in the AM peak hour for the northbound right-out movement at Vernon Ave/Arcadia Ave,
and the westbound approach at the Vernon Ave/TH 100 SB ramp. See Appendix C for detailed
individual intersection turning movement LOS.
The peak hour volumes entering the three mini-roundabouts planned along Eden Avenue
(Arcadia, Grange, and Willson) perform acceptably with intersection LOS A in both peak hours
and all fall below FHWA’s 1,600 vph threshold, with the three mini-roundabouts ranging from
approximately 940 vph to 1,255 vph.
SAVE AS REPORT TITLE... EDINA 168382
Page 20
Table 7 – 2024 Build Operations Summary
Intersection Approach
AM Peak Hour PM Peak Hour
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Vernon Ave at Eden
Ave
(Signal)
EB 20.9 / C
21.4 / C
17.6 / B
17.2 / B WB 14.1 / B 17.0 / B
NB 25.0 / C 18.3 / B
SB 21.0 / C 15.0 / B
Vernon Ave at Gus
Young Lane/Retail
EB 15.4 / C
4.5 / A
21.4 / C
5.6 / A WB 17.2 / C 26.8 / D
NB 3.7 / A 3.6 / A
SB 2.4 / A 2.8 / A
Vernon Ave at
Interlachen Blvd
(Signal)
EB 23.3 / C
23.0 / C
26.8 / C
31.5 / C WB 14.1 / B 21.5 / C
NB 40.3 / D 50.5 / D
SB 31.0 / C 48.9 / D
Vernon Ave at Arcadia
Ave
EB 9.1 / A
7.3 / A
6.3 / A
5.6 / A WB 1.1 / A 1.2 / A
NB 28.6 / D 23.9 / C
SB
Vernon Ave/50th &
SB TH 100
(Signal)
EB 20.3 / C
23.9 / C
16.9 / B
27.1 / C WB 24.8 / C 31.9 / C
NB
SB 28.8 / C 36.3 / D
50th St & NB TH 100
EB 2.6 / A
2.8 / A
2.5 / A
2.4 / A WB 3.0 / A 2.3 / A
NB
SB
Eden Ave at Senior
Living West
Driveway/School
Access
EB 1.4 / A
5.0 / A
1.3 / A
1.4 / A WB 4.5 / A 0.8 / A
NB 12.1 / B 9.4 / A
SB 19.2 / C 11.8 / B
Eden Ave at Arcadia
Ave/Normandale Rd
(Roundabout)
EB 2.8 / A
3.6 / A
3.5 / A
3.5 / A WB 3.6 / A 3.0 / A
NB 4.5 / A 4.4 / A
SB 4.8 / A 3.5 / A
Arcadia Ave &
Restaurant Lot
Driveway
EB 8.5 / A
0.8 / A
5.3 / A
0.9 / A WB 6.6 / A 5.4 / A
NB 0.1 / A 0.5 / A
SB 0.3 / A 0.2 / A
Arcadia Ave & Senior
Living East Driveway
EB 7.3 / A
0.5 / A
11.7 / B
0.8 / A WB 0.0 / A 0.0 / A
NB 0.5 / A 0.9 / A
SB 0.3 / A 0.4 / A
SAVE AS REPORT TITLE... EDINA 168382
Page 21
Table 8 – 2042 Build Operations Summary
Intersection Approach
AM Peak Hour PM Peak Hour
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Approach
(Delay / LOS)
Intersection
(Delay / LOS)
Vernon Ave at Eden
Ave
(Signal)
EB 26.0 / C
21.2 / C
15.9 / B
18.6 / B WB 14.6 / B 20.0 / C
NB 24.5 / C 20.0 / C
SB 20.4 / C 15.0 / B
Vernon Ave at Gus
Young Lane/Retail
EB 14.0 / B
4.9 / A
24.2 / C
6.9 / A WB 20.4 / C 30.9 / D
NB 4.1 / A 4.6 / A
SB 2.4 / A 3.5 / A
Vernon Ave at
Interlachen Blvd
(Signal)
EB 26.7 / C
25.4 / C
33.1 / C
37.3 / D WB 15.9 / B 23.3 / C
NB 40.1 / D 55.4 / E
SB 33.1 / C 60.3 / E
Vernon Ave at Arcadia
Ave
EB 10.0 / B
8.2 / A
8.1 / A
8.0 / A WB 1.2 / A 1.2 / A
NB 32.2 / D 41.1 / E
SB
Vernon Ave/50th &
SB TH 100
(Signal)
EB 21.0 / C
25.6 / C
18.9 / B
30.5 / C WB 28.8 / C 38.2 / D
NB
SB 28.7 / C 39.5 / D
50th St & NB TH 100
EB 2.7 / A
3.8 / A
2.8 / A
3.0 / A WB 4.5 / A 3.2 / A
NB
SB
Eden Ave at Senior
Living West
Driveway/School
Access
EB 1.5 / A
6.5 / A
1.5 / A
1.7 / A WB 4.9 / A 0.9 / A
NB 18.8 / C 12.0 / B
SB 20.4 / C 11.5 / B
Eden Ave at Arcadia
Ave/Normandale Rd
(Roundabout)
EB 2.9 / A
4.1 / A
3.7 / A
3.7 / A WB 4.4 / A 3.2 / A
NB 4.7 / A 4.7 / A
SB 5.2 / A 3.6 / A
Arcadia Ave &
Restaurant Lot
Driveway
EB 10.6 / B
0.8 / A
5.6 / A
0.9 / A WB 7.0 / A 5.4 / A
NB 0.1 / A 0.4 / A
SB 0.3 / A 0.3 / A
Arcadia Ave & Senior
Living East Driveway
EB 9.6 / A
0.6 / A
8.4 / A
0.7 / A WB 0.0 / A 0.0 / A
NB 0.5 / A 0.9 / A
SB 0.4 / A 0.4 / A
SAVE AS REPORT TITLE... EDINA 168382
Page 22
6.2 Travel Demand Management Policy Review
The City of Edina approved a Travel Demand Management (TDM) Policy in April 2021 to help
identify and manage negative traffic impact as a result of new development. The TDM policy
outlines two tiers for TDM Plans that can be reviewed by the developer depending on the
proposed land use and size. This traffic study does not specifically include a TDM Plan for the
development. However, based on the operations analyses, the proposed site plan, and sketch
plan proposal submitted to the Planning Commission in January 2022, the Grandview Yard
development is expected to align with the City’s TDM goals in several ways, including:
· The Grandview Yard development will connect directly with the pedestrian bridge
currently under construction (anticipated 2022 completion) and achieve goals to
accommodate multimodal and active transportation in the Grandview District. The
pedestrian bridge will also span across the existing railroad tracks, which poses as an
existing barrier in the District.
· The proposed public green space/plaza proposes to include pedestrian routes, terrace
seating, a sloped lawn, and public restrooms. The green space also allocates space for
event space to host small community gatherings. This amenity will be an attractive land
use to further support an active and vibrant community for the area.
· The restaurant land use will rely on the existing public parking garage to accommodate
the parking demand and eliminate some single-occupancy trips on Arcadia Avenue.
According to the parking study and trip generation review, there is adequate parking
capacity in the public garage to accommodate the parking demand.
· The development is within close proximity to existing transit services on Vernon
Avenue.
· The Grandview Transportation Plan proposes sidewalks along the south and east lot
lines.
· The planned roundabout at Eden Avenue/Arcadia Avenue and improvements on Eden
Avenue in the project area are expected to improve pedestrian and bicycle safety and
attract additional non-motorized users to the area.
· The intersection operations analysis for the 2024 and 2042 Build scenarios do not
show significant operational concerns due to the proposed development.
Additional strategies that the development may consider to limit the number of single-occupancy
vehicle trips and optimize the transportation network in the Grandview District include:
· Designated rideshare drop-off areas and/or carpool parking spaces
· Bicycle parking areas and accessible ramps
· Discounted transit passes/transit benefits
· Electric vehicle charging stations
· Educate residents, employees, and customers on the benefits of carpooling and/or
active transportation options, including maps of the surrounding bicycle networks and
transit routes
· Discourage trips into the restaurant parking area when the main lot is at capacity by
additional signing and wayfinding to the public parking garage.
SAVE AS REPORT TITLE... EDINA 168382
Page 23
7 Conclusions and Recommendations
This study was intended to analyze the traffic operations of the proposed Grandview Yard
development located at 5146 Eden Avenue (former Public Works site), which currently is vacant.
The 3.125-acre parcel is located on the northwest corner of Eden Avenue and Arcadia Avenue
and is proposed to include a 90-unit senior cooperative housing, a 2-story 13,500 square-foot
restaurant, and an approximately 32,000 square-foot green space/public plaza. The purpose of
the study was to identify any operational concerns due to the new traffic expected to be
generated by the proposed development.
Traffic Study Summary:
· The parking needs for the Senior Housing development are met as the proposed site
includes a 173-space underground parking garage and the City code requires a total of
55 spaces.
· The parking needs for the Restaurant development are met with consideration of the
existing public parking ramp adjacent to the development. The City Code requires a
total of 166 spaces and the restaurant will have access to 32 on-site parking spaces
and the available Grandview public parking garage stalls, which provides an average of
215 unused spaces during peak periods (per the Grandview Parking Ramp study).
· The proposed Grandview Yard development is expected to generate 1,424 weekday
daily new trips, 28 AM peak hour new trips, and 128 PM peak hour new trips.
· No Build operations were not significantly impacted by the new trips due to the
relatively small number of new trips distributed to each intersection during the peak
hours within the Grandview network.
· The planned mini-roundabouts along Eden Avenue at Arcadia, Grange, and Willson
are all expected to perform well with the 2024 and 2042 Build volumes.
· Traffic operations for the 2024 No Build scenario are acceptable, with intersections
performing at LOS C and no major congestion concerns at the primary study
intersections. All approaches operate acceptably at LOS D or better.
· Traffic operations for the 2042 No Build scenario are acceptable, with intersections
performing at LOS C or better with no major congestion concerns at the primary study
intersections. LOS E is expected for the NB approach at Vernon Ave/Arcadia Ave
during the AM peak hour.
· Traffic operations for the 2024 Build scenario are comparable to the 2024 No Build
conditions. All intersections and movements operate at LSO D or better. Additional
development traffic has nominal impact to operations.
· Traffic operations for the 2042 Build scenario are comparable to the 2042 No Build
conditions. The additional development traffic does add delays for a few approaches
that reach LOS E during the peak hours, but overall, all intersections operate at a LOS
D or better.
Recommendations summary:
· It is recommended that the Vernon Ave/Arcadia Ave intersection be monitored in the
future to understand if there are any future operations or queueing concerns that
should be addressed once development changes occur.
· Signal timing adjustments and coordination along Vernon Avenue may be necessary to
accommodate background traffic demand in addition to new development traffic.
SAVE AS REPORT TITLE... EDINA 168382
Page 24
Specifically monitor signal timings at the Vernon Ave/SB TH 100 interchange ramp and
Vernon Ave/Interlachen Blvd.
· Consider spacing the two proposed driveways on Arcadia Avenue further apart to
avoid turning conflicts or driver confusion.
· Encourage public parking garage parking for the restaurant/discourage double trips
onto the roadway network
· Monitor valet parking activity and circulation to mitigate safety issues on Arcadia Ave
during peak periods.
Appendix A
Grandview Yard Concept Plan
Appendix B
Intersection Volume Figures
!(
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!(!(Vernon Ave SGus Young Ln
Arcadia AveInterlachen Blvd
Eden Ave Grange RdW 50th St
Normandale RdBrookside Ave?úA@
?úA@
11
2
3 4
15
10
6
7
1
12 13 14
16
5
98
Planned/Existing Lane Geometrics Figure1Grandview Yard Traffic StudyEdina, MN
Project: EDINA 168382
User Name: bandertProjection: Hennepin County Coords.Source: ESRI Online
Print Date: 7/28/2022
èéEden Ave
Vernon Ave11
³>=³>P>PP>³Arcadia Ave!"$Eden Ave6
>
W 50th St
³P³>³
=
Eden Ave Brookside Ave12
!"$=>P³>Eden Ave
Our Lady Of Grace School Access13
!"$OP=>OPèéVernon Ave
Gus Young Ln2
Interlachen Blvd>PP>>P>³P>³Vernon Ave
3
!"$=
³³³PèéVernon Ave
TH 100 West Ramps4
>=O³³=³OGus Young Ln
Vernon Ave1
³>=³P>³O=O=!"$
!"$S TH 100 Ramp
Arcadia Ave7
³³>=W 50th St
TH 100 East Ramps5
³³=³³=!"$Driveway
Arcadia Ave8
OP>=!"$Arcadia Ave9
³³!"$
Eden Ave
Normandale Rd14
Arcadia Ave!",$Eden Ave
Willson RdGrange Rd!",$
3 / (10)143 / (91)42 / (52)98 / (95)95 / (158)44 / (73)174 / (142)125 / (142)102 / (101)239 / (168)111 / (125)35 / (33)³>=³>=³>=³>=15
!"$City Hall16
Eden AveGrange RdEden Ave
OP
Willson RdP=>OOPOPOPOPOPOPO
P!"$Grange Rd10
>==TH 100 Ramps ³=³>=
Roundabout Control
Intersection GeometricsOP
!"$
Signalized Intersectionèé
Minor Street Stop Control
!",$All Way Stop Control
Intersection IDX
=>
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!(!(Vernon Ave SGus Young Ln
Arcadia AveInterlachen Blvd
Eden Ave Grange RdW 50th St
Normandale RdBrookside Ave?úA@
?úA@
11
2
3 4
15
10
6
7
1
12 13 14
16
5
98
2024 No Build Conditions Figure2Grandview Yard Traffic StudyEdina, MN
Project: EDINA 168382
User Name: ljohnsonProjection: Hennepin County Coords.Source: ESRI Online
Print Date: 8/2/2022
èéEden Ave
Vernon Ave11
190 / (164)2 / (4)198 / (220)2 / (2)619 / (915)260 / (276)6 / (2)5 / (10)4 / (5)11 / (7)383 / (493)117 / (107)Arcadia Ave!"$Eden Ave6
>
1372 / (867)181 / (119)
692 / (1336)4 / (8)
W 50th St
0 / (0)192 / (237)=
Eden Ave Brookside Ave12
!"$=>³>3 / (4)372 / (355)
4 / (2)360 / (372)3 / (13)0 / (15)Eden Ave
Our Lady Of Grace School Access13
!"$=>
1 / (0)322 / (347)152 / (17)53 / (10)151 / (18)2 / (1)249 / (371)109 / (15)0 / (2)1 / (4)=>Eden Ave
Normandale Rd14
Arcadia Ave!",$
94 / (80)295 / (173)44 / (49)64 / (81)70 / (87)15 / (9)49 / (59)306 / (291)46 / (50)116 / (110)46 / (110)17 / (26)Eden Ave
Willson RdGrange Rd!",$
3 / (10)143 / (91)42 / (52)98 / (95)95 / (158)44 / (73)174 / (142)125 / (142)102 / (101)239 / (168)111 / (125)35 / (33)!"$Grange Rd10
171 / (246)304 / (225)5 / (5)80 / (88)154 / (115)138 / (193)2 / (2)>=4 / (40)=TH 100 Ramps
èéVernon Ave
Gus Young Ln2
Interlachen Blvd308 / (376)379 / (420)81 / (73)19 / (29)67 / (116)13 / (24)178 / (292)560 / (769)64 / (37)162 / (99)84 / (80)373 / (426)Vernon Ave
3
!"$=
769 / (869)166 / (167)914 / (1180)32 / (39)³=Gus Young Ln
Vernon Ave1
!"$
61 / (65)4 / (12)52 / (73)13 / (9)720 / (1008)76 / (59)12 / (12)4 / (12)12 / (12)29 / (27)467 / (456)57 / (55)³>=³>=³>=³>=³>=³>=³>=³>=³
èéVernon Ave
TH 100 West Ramps4
546 / (514)419 / (329)
697 / (896)383 / (450)223 / (355)66 / (63)366 / (655)³>=³>³=W 50th St
TH 100 East Ramps5
585 / (335)965 / (843)
691 / (1247)372 / (304)
³=³=³=³>=³>=³>=³>=³>=³=³>=³>=³>=³>=³>=³>=³>³=Arcadia AveIntersection ID
Turning MovementsOP
X
XX / (XX)AM Peak Hour VolumePM Peak Hour Volume
!"$
Signalized Intersectionèé
Minor Street Stop Control
!",$All Way Stop Control
Roundabout Control15
!"$City Hall16
5 / (5)139 / (70)41 / (52)
10 / (10)143 / (159)215 / (226)
Eden Ave 5 / (22)0 / (0)5 / (5)Grange Rd104 / (168)249 / (177)
190 / (142)225 / (237)
Eden Ave 241 / (155)142 / (158)Willson Rd!"$S TH 100 Ramp
Arcadia Ave7
³16 / (25)51 / (19)117 / (228)³225 / (206)>=!"$Driveway
Arcadia Ave8
22 / (14)15 / (10)164 / (236)4 / (11)203 / (192)10 / (27)!"$Arcadia Ave9
179 / (246)213 / (219)!"$209 / (253)0 / (0)45 / (73)³>=³>=³>=³>=³>=³>=³>=³>=³=³>>=>=³³³=³>
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Arcadia AveInterlachen Blvd
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Normandale RdBrookside Ave?úA@
?úA@
11
2
3 4
15
10
6
7
1
12 13 14
16
5
98
2042 No Build Conditions Figure3Grandview Yard Traffic StudyEdina, MN
Project: EDINA 168382
User Name: bandertProjection: Hennepin County Coords.Source: ESRI Online
Print Date: 8/2/2022
èéEden Ave
Vernon Ave11
200 / (171)2 / (4)208 / (231)2 / (2)653 / (964)273 / (290)6 / (2)5 / (11)4 / (5)12 / (7)404 / (520)123 / (113)Arcadia Ave!"$Eden Ave6
1446 / (913)191 / (125)
727 / (1409)4 / (9)
W 50th St
0 / (0)201 / (249)=
Eden Ave Brookside Ave12
!"$³>3 / (4)389 / (371)
4 / (2)380 / (390)3 / (14)0 / (16)Eden Ave
Our Lady Of Grace School Access13
!"$=>
1 / (0)336 / (362)161 / (18)56 / (11)159 / (19)2 / (1)263 / (389)115 / (16)0 / (2)1 / (4)=>Eden Ave
Normandale Rd14
Arcadia Ave!",$
98 / (83)309 / (180)47 / (52)67 / (85)74 / (91)16 / (10)52 / (54)322 / (305)49 / (53)122 / (115)49 / (116)16 / (28)Eden Ave
Willson RdGrange Rd!",$
3 / (10)143 / (91)42 / (52)98 / (95)95 / (158)44 / (73)174 / (142)125 / (142)102 / (101)239 / (168)111 / (125)35 / (33)!"$Grange Rd10
180 / (259)319 / (235)5 / (5)84 / (91)161 / (120)143 / (202)2 / (2)>=4 / (43)=TH 100 Ramps
èéVernon Ave
Gus Young Ln2
Interlachen Blvd325 / (396)400 / (443)85 / (77)20 / (31)70 / (122)14 / (26)187 / (307)590 / (809)67 / (39)171 / (104)89 / (85)393 / (448)Vernon Ave
3
!"$=
810 / (916)174 / (174)963 / (1242)34 / (41)³=Gus Young Ln
Vernon Ave1
!"$
64 / (68)4 / (13)55 / (77)14 / (10)759 / (1062)80 / (62)13 / (13)4 / (13)13 / (13)31 / (29)492 / (481)60 / (58)³>=³>=³>=³>=³>=³>=³>=³>=³
èéVernon Ave
TH 100 West Ramps4
575 / (542)439 / (344)
733 / (943)403 / (474)235 / (374)69 / (66)385 / (689)³>=³>³=W 50th St
TH 100 East Ramps5
617 / (353)1014 / (886)
727 / (1313)391 / (319)
³=³=³=³>=³>=³>=³>=³>=³=³>=³>=³>=³>=³>=³>³=Arcadia AveIntersection ID
Turning MovementsOP
X
XX / (XX)AM Peak Hour VolumePM Peak Hour Volume
!"$
Signalized Intersectionèé
Minor Street Stop Control
!",$All Way Stop Control
Roundabout Control15
!"$City Hall16
5 / (5)146 / (74)44 / (55)
11 / (11)148 / (167)225 / (237)
Eden Ave 5 / (23)0 / (0)5 / (5)Grange Rd109 / (177)259 / (185)
197 / (147)234 / (249)
Eden Ave 252 / (160)150 / (166)Willson Rd!"$S TH 100 Ramp
Arcadia Ave7
³17 / (27)54 / (20)122 / (240)³237 / (215)>=!"$Driveway
Arcadia Ave8
22 / (14)15 / (10)172 / (249)4 / (11)215 / (201)10 / (27)!"$Arcadia Ave9
187 / (259)225 / (228)!"$217 / (265)0 / (0)48 / (77)=>Driveway³>=³>=³>=³>=³>=³>=³>=³>=³=³>>=>=³³³=³>>
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Arcadia AveInterlachen Blvd
Eden Ave Grange RdW 50th St
Normandale RdBrookside Ave?úA@
?úA@
11
2
3 4
15
10
6
7
1
12 13 14
16
5
98
2024 Build Conditions Figure4Grandview Yard Traffic StudyEdina, MN
Project: EDINA 168382
User Name: ljohnsonProjection: Hennepin County Coords.Source: ESRI Online
Print Date: 8/2/2022
èéEden Ave
Vernon Ave11
190 / (164)2 / (4)200 / (226)2 / (2)620 / (918)261 / (285)6 / (2)5 / (10)4 / (5)11 / (7)383 / (495)117 / (107)Arcadia Ave!"$Eden Ave6
>
1373 / (871)182 / (132)
692 / (1338)4 / (8)
W 50th St
0 / (0)194 / (246)=
Eden Ave Brookside Ave12
!"$=>³>3 / (22)374 / (361)
4 / (2)361 / (381)3 / (13)0 / (24)Eden Ave
Our Lady Of Grace School Access13
!"$=>
3 / (4)322 / (369)152 / (17)53 / (10)151 / (18)3 / (3)249 / (387)109 / (15)2 / (4)4 / (6)=>Eden Ave
Normandale Rd14
Arcadia Ave!",$
96 / (108)297 / (177)44 / (49)64 / (81)70 / (91)15 / (9)49 / (68)308 / (293)47 / (50)116 / (132)46 / (112)17 / (31)Eden Ave
Willson RdGrange Rd!",$
3 / (10)143 / (91)42 / (52)98 / (95)95 / (158)44 / (73)174 / (142)125 / (142)102 / (101)239 / (168)111 / (125)35 / (33)!"$Grange Rd10
173 / (252)307 / (244)5 / (5)80 / (88)154 / (115)138 / (193)2 / (2)>=4 / (40)=TH 100 Ramps
èéVernon Ave
Gus Young Ln2
Interlachen Blvd309 / (376)379 / (420)86 / (89)19 / (29)67 / (116)13 / (33)178 / (292)560 / (769)64 / (37)162 / (99)84 / (80)373 / (426)Vernon Ave
3
!"$=
774 / (885)175 / (188)914 / (1189)32 / (39)³=Gus Young Ln
Vernon Ave1
!"$
61 / (65)4 / (12)52 / (75)13 / (9)720 / (1008)77 / (62)12 / (12)4 / (12)12 / (12)29 / (27)467 / (456)57 / (55)³>=³>=³>=³>=³>=³>=³>=³>=³
èéVernon Ave
TH 100 West Ramps4
549 / (524)419 / (329)
706 / (926)383 / (450)225 / (361)69 / (82)366 / (655)³>=³>³=W 50th St
TH 100 East Ramps5
585 / (335)968 / (853)
691 / (1249)381 / (332)
³=³=³=³>=³>=³>=³>=³>=³=³>=³>=³>=³>=³>=³>=³>³=Arcadia AveIntersection ID
Turning MovementsOP
X
XX / (XX)AM Peak Hour VolumePM Peak Hour Volume
!"$
Signalized Intersectionèé
Minor Street Stop Control
!",$All Way Stop Control
Roundabout Control15
!"$City Hall16
5 / (5)140 / (83)41 / (52)
10 / (10)144 / (166)215 / (226)
Eden Ave 5 / (22)0 / (0)5 / (5)Grange Rd104 / (168)250 / (190)
190 / (142)227 / (244)
Eden Ave 244 / (174)142 / (158)Willson Rd!"$S TH 100 Ramp
Arcadia Ave7
³16 / (25)54 / (38)117 / (229)³234 / (228)>=!"$Driveway
Arcadia Ave8
22 / (14)15 / (10)1 / (15)166 / (241)4 / (11)1 / (43)210 / (199)10 / (27)!"$Senior Housing Access
Arcadia Ave9
7 / (6)0 / (0)2 / (4)179 / (275)1 / (4)214 / (263)!"$209 / (253)0 / (0)45 / (73)³>=³>=³>=³>=³>=³>=³>=³>=³=³>>=>=>=³>³=³=³>=>Restaurant Access
Senior Housing Access
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!(
!(
!(!(Vernon Ave SGus Young Ln
Arcadia AveInterlachen Blvd
Eden Ave Grange RdW 50th St
Normandale RdBrookside Ave?úA@
?úA@
11
2
3 4
15
10
6
7
1
12 13 14
16
5
98
2042 Build Conditions Figure5Grandview Yard Traffic StudyEdina, MN
Project: EDINA 168382
User Name: ljohnsonProjection: Hennepin County Coords.Source: ESRI Online
Print Date: 8/2/2022
èéEden Ave
Vernon Ave11
200 / (171)2 / (4)210 / (237)2 / (2)654 / (967)274 / (299)6 / (2)5 / (11)4 / (5)12 / (7)404 / (522)123 / (113)Arcadia Ave!"$Eden Ave6
1447 / (917)192 / (138)
727 / (1411)4 / (9)
W 50th St
0 / (0)203 / (258)=
Eden Ave Brookside Ave12
!"$³>3 / (22)391 / (377)
4 / (2)381 / (399)3 / (14)0 / (25)Eden Ave
Our Lady Of Grace School Access13
!"$=>
3 / (4)336 / (384)161 / (18)56 / (11)159 / (19)3 / (3)263 / (405)115 / (16)2 / (4)4 / (6)=>Eden Ave
Normandale Rd14
Arcadia Ave!",$
100 / (111)311 / (184)47 / (52)67 / (85)74 / (95)16 / (10)52 / (70)324 / (307)50 / (53)122 / (137)49 / (118)16 / (33)Eden Ave
Willson RdGrange Rd!",$
3 / (10)143 / (91)42 / (52)98 / (95)95 / (158)44 / (73)174 / (142)125 / (142)102 / (101)239 / (168)111 / (125)35 / (33)!"$Grange Rd10
182 / (265)322 / (254)5 / (5)84 / (91)161 / (120)143 / (202)2 / (2)>=4 / (43)=TH 100 Ramps
èéVernon Ave
Gus Young Ln2
Interlachen Blvd325 / (396)400 / (443)90 / (93)20 / (31)70 / (122)14 / (35)187 / (307)590 / (809)67 / (39)171 / (104)89 / (85)393 / (448)Vernon Ave
3
!"$=
815 / (932)183 / (195)963 / (1251)34 / (41)³=Gus Young Ln
Vernon Ave1
!"$
64 / (68)4 / (13)55 / (79)14 / (10)759 / (1062)81 / (65)13 / (13)4 / (13)13 / (13)31 / (29)492 / (481)60 / (58)³>=³>=³>=³>=³>=³>=³>=³>=³
èéVernon Ave
TH 100 West Ramps4
578 / (552)439 / (344)
742 / (973)403 / (474)237 / (380)72 / (85)385 / (689)³>=³>³=W 50th St
TH 100 East Ramps5
617 / (353)1017 / (896)
727 / (1315)400 / (347)
³=³=³=³>=³>=³>=³>=³>=³=³>=³>=³>=³>=³>=³>³=Arcadia AveIntersection ID
Turning MovementsOP
X
XX / (XX)AM Peak Hour VolumePM Peak Hour Volume
!"$
Signalized Intersectionèé
Minor Street Stop Control
!",$All Way Stop Control
Roundabout Control15
!"$City Hall16
5 / (5)147 / (87)44 / (55)
11 / (11)150 / (174)225 / (237)
Eden Ave 5 / (23)0 / (0)5 / (5)Grange Rd109 / (177)260 / (198)
197 / (147)236 / (256)
Eden Ave 255 / (179)150 / (166)Willson Rd!"$S TH 100 Ramp
Arcadia Ave7
³17 / (27)57 / (39)122 / (241)³246 / (237)>=!"$Driveway
Arcadia Ave8
22 / (14)15 / (10)1 / (15)174 / (254)4 / (11)1 / (43)222 / (208)10 / (27)!"$Senior Housing Access
Arcadia Ave9
7 / (6)0 / (0)2 / (4)187 / (288)1 / (4)226 / (272)!"$217 / (265)0 / (0)48 / (77)=>³>=³>=³>=³>=³>=³>=³>=³>=³=³>>=>=>=³>³=³=
>
>³>=³>=2 / (15)0 / (0)0 / (28)
Restaurant Access
Senior Housing Access
Appendix C
Traffic Operational Results
Table B1Grandview Yard2024 No Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vernon Ave at Eden Ave (Signal) EB 6 5 4 15 21.6 C 22.2 C 5.6 A 18.6 B 50 20 3700356 20 3900 000WB 198 2 192 392 19.9 B 13.6 B 8.3 A 14.3 B 20.6 C 100 8214701 % 635 67 21900 000NB 2 619 260 881 62.1E31.4 C 6.4 A 24.2 C 100 20 41022 % 379 1863232 %0250 61220SB 117 383 11 511 28.2 C 17.4 B 13.1 B 19.6 B 145 6415401 % 792 89 171 1 %0000Vernon Ave at Gus Young Ln EB 12 4 12 28 21.7 C 25.9 D 5.4 A 16.1 C00000204 20 49 1 %050 20 31WB 52 4 61 117 22.0 C 24.3 C 10.3 B 15.7 C 4.2 A00000418 34 86 6 % 3 % 50 3186NB 13 720 76 809 7.0 A 3.4 A 3.7 A 3.5 A 100 20 2700792 20 2100140 20 20SB 57 467 29 553 10.3 B 1.3 A 1.3 A 2.2 A 100 20 720038202000 000Vernon Ave at Interlachen Blvd (Signal) EB 178 560 64 802 37.9 D 18.9 B 17.7 B 23.0 C 150 10722001 % 382 1883821 %0000WB 81 379 309 769 27.6 C 13.3 B 11.4 B 13.9 B 22.9 C 200 46 12700390 110 25700 000NB 19 67 13 99 51.2 D 44.2 D 30.1 C 43.7 D 50 2086023 % 438 60 14000 000SB 373 84 162 619 37.1 D 29.5 C 16.2 B 30.6 C 590 185 34901 %0111 24800 000Vernon Ave & Arcadia Ave EB0914 32 9460.0 07.0 A 4.4 A 6.9 A00003 % 390 85 324 13 %0000WB076907690.0 01.2 A0.0 01.2 A 5.5 A00000 00000 000NB00166 1660.0 019.9 C 19.9 C00000 00000295 67 179SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0697 383 1,0800.0 023.6 C 10.1 B 18.8 B00000152159 204007582 177WB 419 5460965 35.3 D 13.6 B0.0 023.1 C 22.7 C00000378 27548500 000NB00000.000.000.000.0 A00000 00000 000SB 366 66 223 655 38.1 D 38.9 D 10.4 B 28.6 C 500 115 227001106 167 26300300 58 13950th St & NB TH 100 EB0691 372 1,0630.0 01.6 A 4.4 A 2.6 A00000 00000 000WB0965 585 1,5500.0 01.9 A 4.2 A 2.8 A 2.7 A00000171 20 6802 % 252350NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB0692 4 6960.0 00.6 A 0.5 A 0.6 A00000342 20 2000 000WB 181 137201,553 6.9 A 0.7 A0.0 01.4 A 1.6 A 120 481080032702000 000NB00192 1920.0 00.3 A 7.4 A 7.2 A00000242 48 12400 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 4 3600364 3.7 A 1.0 A0.0 01.0 A 100 20 280063502000 000WB0372 3 3750.0 00.8 A 0.5 A 0.8 A 0.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB00330.0 0 0.0 03.1 A 3.1 A00000345 20 2000 000Eden Ave & OLG Entrance EB 2 249 109 360 4.8 A 1.6 A 0.5 A 1.3 A00000140 20 6900 000WB 152 322 1 475 7.7 A 3.4 A 0.1 A 4.7 A 5.2 A00000676412800 000NB 530151 204 30.6 D0.0 06.7 A 13.0 B 320 31 12000 00000100 33111SB 1001 34.1 D0.0 0 0.0 034.1 D00000239 20 2000 000Eden Ave & Arcadia Ave EB 49 306 46 401 2.0 A 3.0 A 1.8 A 2.7 A0000067 277500 000WB 44 295 94 433 3.0 A 4.2 A 3.5 A 4.0 A 3.8 A0000082 4413400 000MINI ROUNDABOUT NB 64 70 15 149 3.9 A 5.0 A 3.9 A 4.4 A00000642 27 7700 000SB 17 46 116 179 3.7 A 5.1 A 5.1 A 5.0 A00000156 36 10400 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 51016 67 6.4 A0.0 01.4 A 5.1 A 1.0 A 340 27 6700 00000 000NB022502250.0 00.2 A0.0 00.2 A000002020 6800 000SB011701170.0 00.2 A0.0 00.2 A0000058802000 000Arcadia Ave & Restaurant Lot Driveway EB00000.000.000.000.0 A00000 00000 000WB 15022 37 7.0 A0.0 06.6 A 6.8 A 0.8 A00000235 23 5300 000NB0203 10 2130.0 00.1 A 0.0 A 0.1 A00000200000000SB 4 1640168 1.6 A 0.3 A0.0 00.3 A000002020 3300 000Arcadia Ave & Senior Living East DrivewaEB00000.000.000.000.0 A00000 00000 000WB00000.000.000.000.0 A 0.5 A00000 00000 000NB021302130.0 00.5 A0.0 00.5 A0000015602000 000SB017901790.0 00.4 A0.0 00.4 A000002002000 000Eden Ave & Grange Rd EB 190 2250415 3.6 A 4.8 A0.0 04.2 A00000700 34 11100 000WB0249 104 3530.0 02.8 A 5.0 A 3.4 A 3.6 A0000079 4712200 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1420241 383 3.2 A 1.7 A 3.4 A 3.2 A0000080 3912800 000Eden Ave & Willson Rd/City Hall EB 10 142 215 367 1.1 A 1.6 A 1.2 A 1.4 A0000079 20 6300 000WB 41 139 5 185 2.9 A 4.3 A 3.1 A 4.0 A 2.4 A00000314 23 9000 000MINI ROUNDABOUT NB 209045 254 3.2 A0.0 03.2 A 3.2 A00000432 25 8400 000SB 505 10 3.0 A 0.3 A 2.8 A 0.8 A00000349 20 2800 000Grange Rd & NB TH 100 EB 1710304 475 11.2 B0.0 02.6 A 5.6 A 320 55 11900 00000200 20 98WB00440.0 0 0.0 04.8 A 4.8 A 3.5 A00000159 20 2600 000NB 154 138 2 294 2.1 A 1.1 A 1.9 A 1.5 A0000080 249400 000SB080 5 850.0 00.4 A 0.4 A 0.4 A00000180 20 2000 000AM Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)
Grandview Yard2024 No Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)Vernon Ave at Eden Ave (Signal) EB 2 10 5 17 19.0 B 22.9 C 5.5 A 17.0 B 50 20 2001 % 356 20 5200 000WB 220 4 164 388 22.1 C 14.2 B 10.2 B 16.7 B 17.2 B 1008714801 % 635 69 23000 000NB 2 915 276 1,193 43.5 D 22.3 C 5.7 A 18.5 B 100 20 21026 % 379 1923482 %0250 66268SB 107 493 7 607 25.5 C 12.9 B 10.3 B 14.9 B 145 5414100792 84 17100 000Vernon Ave at Gus Young Ln EB 12 12 12 36 31.8 D 29.4 D 5.7 A 21.7 C00000204 20 54 2 %050 20 32WB 73 12 65 150 35.3E36.1E14.4 B 26.2 D 5.6 A00000418 58 162 20 % 4 % 50 3999NB 9 1008 59 1,076 6.4 A 3.6 A 3.6 A 3.6 A 100 20 2000792 20 2700140020SB 55 456 27 538 14.4 B 1.7 A 1.7 A 2.9 A 100 25 750038202000 000Vernon Ave at Interlachen Blvd (Signal) EB 292 769 37 1,098 45.1 D 19.3 B 20.3 C 26.1 C 150168 22903 % 382 2033773 %0000WB 73 420 376 869 35.3 D 20.5 C 18.9 B 21.0 C 30.1 C 200 52 11600390 167 31500 000NB 29 116 24 169 60.3E51.0 D 38.8 D 50.8 D 50 33100044 % 438 108 24500 000SB 426 80 99 605 52.1 D 36.3 D 20.5 C 44.9 D 590 236 484 2 % 1 %0125 27500 000Vernon Ave & Arcadia Ave EB01180 39 1,2190.0 05.4 A 3.7 A 5.3 A00002 % 390 70 293 8 %0000WB086908690.0 01.2 A0.0 01.2 A 4.7 A00000 00000 000NB00167 1670.0 020.7 C 20.7 C00000 00000295 71 169SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0896 450 1,3460.0 019.8 B 8.3 A 16.0 B00000152159 213007579 187WB 329 5140843 44.1 D 17.1 B0.0 027.7 C 25.7 C00000378 25344900 000NB00000.000.000.000.0 A00000 00000 000SB 655 63 355 1,073 46.5 D 54.8 D 15.2 B 36.4 D 500 225 393001106 273 458 6 %0300 11137050th St & NB TH 100 EB01247 304 1,5510.0 02.0 A 4.5 A 2.5 A00000 00000 000WB0843 335 1,1780.0 01.5 A 2.4 A 1.8 A 2.2 A00000171 20 530025 2036NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB01336 8 1,3440.0 00.9 A 0.7 A 0.9 A00000342 20 2000 000WB 119 8670986 18.2 C 0.4 A0.0 02.7 A 4.7 A 120 5713400327 20 5200 000NB00237 2370.0 02.1 A 35.1E33.7 D00000242 11127400 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 2 3720374 4.2 A 0.8 A0.0 00.8 A 100 20 2000 00000 000WB0355 4 3590.0 00.2 A 0.1 A 0.2 A 0.7 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 15013 28 9.1 A0.0 03.4 A 6.6 A00000345 20 4100 000Eden Ave & OLG Entrance EB 1 371 15 387 3.4 A 1.1 A 0.2 A 1.1 A00000140 20 5500 000WB 17 3470364 4.2 A 0.6 A0.0 00.7 A 1.3 A0000067 207300 000NB 10018 28 13.9 B0.0 08.5 A 10.3 B 320 20 3200 00000100 20 41SB 402 6 12.1 B0.0 03.5 A 8.7 A00000239 20 2000 000Eden Ave & Arcadia Ave EB 52 291 50 393 2.8 A 3.7 A 2.7 A 3.5 A0000067 317000 000WB 49 173 80 302 2.6 A 3.0 A 2.6 A 2.8 A 3.4 A0000082 287300 000MINI ROUNDABOUT NB 81 87 9 177 4.0 A 4.8 A 4.1 A 4.4 A00000642 26 7800 000SB 26 110 110 246 3.4 A 3.4 A 3.3 A 3.4 A00000156 31 9700 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 19025 44 6.4 A0.0 01.2 A 3.3 A 0.5 A 340 20 5000 00000 000NB020602060.0 00.1 A0.0 00.1 A000002020 5600 000SB022802280.0 00.3 A0.0 00.3 A0000058802000 000Arcadia Ave & Restaurant Lot Driveway EB00000.000.000.000.0 A00000 00000 000WB 10014 24 6.2 A0.0 03.3 A 4.4 A 0.3 A00000235 20 3800 000NB0192 27 2190.0 00.1 A 0.0 A 0.1 A000002002000 000SB 11 2360247 1.2 A 0.1 A0.0 00.1 A000002020 3600 000Arcadia Ave & Senior Living East DrivewaEB00000.000.000.000.0 A00000 00000 000WB00000.000.000.000.0 A 0.4 A00000 00000 000NB021902190.0 00.6 A0.0 00.6 A00000 00000 000SB024602460.0 00.3 A0.0 00.3 A000001902000 000Eden Ave & Grange Rd EB 142 2370379 4.4 A 5.3 A0.0 05.0 A00000700 31 11000 000WB0177 168 3450.0 02.2 A 2.2 A 2.2 A 3.2 A0000079 309000 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1580155 313 2.5 A 1.1 A 2.4 A 2.4 A0000080 208300 000Eden Ave & Willson Rd/City Hall EB 10 159 226 395 1.9 A 1.9 A 1.7 A 1.8 A0000079 20 6400 000WB 52 70 5 127 3.3 A 4.0 A 3.0 A 3.7 A 2.8 A00000314 20 7300 000MINI ROUNDABOUT NB 253073 326 3.8 A0.0 03.6 A 3.8 A00000432 31 9600 000SB 5022 27 3.3 A0.0 03.0 A 3.0 A00000349 20 3500 000Grange Rd & NB TH 100 EB 2460225 471 21.9 C0.0 03.5 A 13.0 B 320 92 24000 00000200 20 150WB0040 400.0 0 0.0 06.5 A 6.5 A 7.5 A00000159 21 5500 000NB 115 193 2 310 2.7 A 2.0 A 1.0 A 2.2 A0000080 2711600 000SB088 5 930.0 00.4 A 0.3 A 0.4 A0000018002000 000NOTES1. If the reported queue is greater than zero (0), but less than ft, a minimum of ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.PM Peak Hour
Table B2Grandview Yard2024 Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vernon Ave at Eden Ave (Signal) EB 6 5 4 15 29.6 C 24.3 C 5.9 A 20.9 C 50 20 3500356 20 4100 000WB 200 2 192 394 19.9 B 15.5 B 8.2 A 14.1 B 21.4 C 100 7914701 % 635 63 21200 000NB 2 620 261 883 61.2E32.6 C 6.4 A 25.0 C 100 20 78022 % 379 1873503 %0250 65269SB 117 383 11 511 29.1 C 18.8 B 15.2 B 21.0 C 145 6414401 % 792 94 195 1 %0000Vernon Ave at Gus Young Ln EB 12 4 12 28 22.7 C 26.8 D 4.7 A 15.4 C00000204 20 47 1 %050 20 31WB 52 4 61 117 23.5 C 26.3 D 11.5 B 17.2 C 4.5 A00000418 37 114 7 % 3 % 50 3083NB 13 720 77 810 5.9 A 3.6 A 3.9 A 3.7 A 100 20 2500792 20 5200140020SB 57 467 29 553 10.8 B 1.4 A 1.2 A 2.4 A 100 23 7600 00000 000Vernon Ave at Interlachen Blvd (Signal) EB 178 560 64 802 34.9 C 20.4 C 17.9 B 23.3 C 150 9920601 % 382 1923811 %0000WB 86 379 309 774 28.1 C 13.4 B 11.2 B 14.1 B 23.0 C 200 49 12200390 108 24700 000NB 19 67 13 99 44.5 D 41.7 D 27.0 C 40.3 D 50 2179023 % 438 58 12800 000SB 373 84 162 619 37.4 D 29.1 C 17.1 B 31.0 C 590 185 36801 %0116 26500 000Vernon Ave & Arcadia Ave EB0914 32 9460.0 09.2 A 6.8 A 9.1 A00005 % 390 11734918 %0000WB077407740.0 01.1 A0.0 01.1 A 7.3 A00000 00000 000NB00175 1750.0 028.6 D 28.6 D00000 00000295 78 222SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0706 383 1,0890.0 025.5 C 10.8 B 20.3 C00000152166 207007580 177WB 419 5490968 38.0 D 14.6 B0.0 024.8 C 23.9 C00000378 28749000 000NB00000.000.000.000.0 A00000 00000 000SB 366 69 225 660 37.9 D 40.4 D 10.2 B 28.8 C 500 122 243001106 171 27400300 54 12450th St & NB TH 100 EB0691 381 1,0720.0 01.6 A 4.4 A 2.6 A00000 00000 000WB0968 585 1,5530.0 02.2 A 4.3 A 3.0 A 2.8 A00000171 20 12202 % 252250NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB0692 4 6960.0 00.6 A 0.4 A 0.6 A0000034202000 000WB 182 137301,555 7.3 A 0.7 A0.0 01.5 A 1.7 A 120 481070032702000 000NB00194 1940.0 00.4 A 7.2 A 7.0 A00000242 47 11100 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 4 3610365 3.8 A 1.0 A0.0 01.0 A 1000200063502000 000WB0374 3 3770.0 00.7 A 0.6 A 0.7 A 0.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB00330.0 0 0.0 03.0 A 3.0 A00000345 20 2000 000Eden Ave & OLG Entrance EB 3 249 109 361 4.7 A 1.7 A 0.6 A 1.4 A00000140 20 8100 000WB 152 322 3 477 7.8 A 3.0 A 0.7 A 4.5 A 5.0 A00000676012500 000NB 530151 204 28.1 D0.0 06.9 A 12.1 B 320 29 11000 00001 % 100 33110SB 402 6 25.5 D0.0 06.6 A 19.2 C00000239 20 2000 000Eden Ave & Arcadia Ave EB 49 308 47 404 2.0 A 3.0 A 1.9 A 2.8 A0000067 267700 000WB 44 297 96 437 3.1 A 3.8 A 3.1 A 3.6 A 3.6 A0000082 4411600 000MINI ROUNDABOUT NB 64 70 15 149 4.0 A 5.2 A 3.7 A 4.5 A00000642 28 7000 000SB 17 46 116 179 4.6 A 4.9 A 4.7 A 4.8 A00000156 36 10300 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 54016 70 6.3 A0.0 01.3 A 4.9 A 1.0 A 340 26 6100 00000 000NB023402340.0 00.2 A0.0 00.2 A000002020 5600 000SB011701170.0 00.2 A0.0 00.2 A0000058802000 000Arcadia Ave & Restaurant Lot Driveway EB 2002 8.5 A0.0 0 0.0 08.5 A00000261 20 3100 000WB 15022 37 6.7 A0.0 06.5 A 6.6 A 0.8 A00000235 21 4700 000NB 1 210 10 221 1.3 A 0.1 A 0.1 A 0.1 A00000 00000 000SB 4 166 1 171 1.5 A 0.3 A 0.3 A 0.3 A000002020 2500 000Arcadia Ave & Senior Living East DrivewaEB 7007 7.3 A0.0 0 0.0 07.3 A00000268 20 3100 000WB00000.000.000.000.0 A 0.5 A00000 00000 000NB 1 2140215 2.3 A 0.5 A0.0 00.5 A0000015602000 000SB0179 2 1810.0 00.3 A 0.4 A 0.3 A00000200000000Eden Ave & Grange Rd EB 190 2270417 3.7 A 5.2 A0.0 04.5 A00000700 37 12500 000WB0250 104 3540.0 02.7 A 4.7 A 3.2 A 3.6 A0000079 4712200 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1420244 386 3.3 A 1.5 A 3.2 A 3.1 A0000080 3510900 000Eden Ave & Willson Rd/City Hall EB 10 144 215 369 1.2 A 1.6 A 1.3 A 1.4 A0000079 20 6200 000WB 41 140 5 186 3.1 A 4.2 A 2.5 A 3.9 A 2.3 A00000314 24 8000 000MINI ROUNDABOUT NB 209045 254 3.0 A0.0 03.1 A 3.0 A00000432 24 8100 000SB 505 10 3.4 A 0.2 A 2.6 A 0.7 A00000349 20 2800 000Grange Rd & NB TH 100 EB 1730307 480 12.2 B0.0 02.5 A 6.0 A 320 58 13200 00000200 20 83WB00440.0 0 0.0 04.1 A 4.1 A 3.7 A00000159 20 2600 000NB 154 138 2 294 2.1 A 1.1 A 0.2 A 1.5 A0000080 218600 000SB080 5 850.0 00.4 A 0.7 A 0.4 A00000180 20 2000 000AM Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)
Grandview Yard2024 Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)Vernon Ave at Eden Ave (Signal) EB 2 10 5 17 19.9 B 23.5 C 6.6 A 17.6 B 50 20 2701 % 356 20 5500 000WB 226 4 164 394 22.1 C 16.2 B 10.3 B 17.0 B 17.2 B 1009214901 % 635 73 25400 000NB 2 918 285 1,205 34.5 C 22.1 C 5.6 A 18.3 B 100 20 41026 % 379 188 317 1 %0250 56 146SB 107 495 7 609 24.7 C 13.1 B 8.8 A 15.0 B 145 5613401 % 792 89 198 1 %0000Vernon Ave at Gus Young Ln EB 12 12 12 36 25.9 D 30.8 D 5.7 A 21.4 C00000204 21 63 3 %050 20 31WB 75 12 65 152 33.5 D 38.2E15.6 C 26.8 D 5.6 A00000418 56 163 21 % 3 % 50 3697NB 9 1008 62 1,079 7.0 A 3.6 A 3.4 A 3.6 A 100 20 2400792 20 3500140020SB 55 456 27 538 13.7 B 1.7 A 1.5 A 2.8 A 100 24 730038202000 000Vernon Ave at Interlachen Blvd (Signal) EB 292 769 37 1,098 46.3 D 19.7 B 18.8 B 26.8 C 150169 23004 % 382 2053824 %0000WB 89 420 376 885 36.2 D 20.3 C 19.2 B 21.5 C 31.5 C 200 62 14200390 16234800 000NB 29 116 33 178 60.3E51.1 D 41.3 D 50.5 D 50 26100043 % 438 109 26500 000SB 426 80 99 605 56.6E37.9 D 24.3 C 48.9 D 590 2595623 % 1 %0134 27500 000Vernon Ave & Arcadia Ave EB01189 39 1,2280.0 06.3 A 4.8 A 6.3 A00003 % 390 90 316 10 %0000WB088508850.0 01.2 A0.0 01.2 A 5.6 A00000 00000 000NB00188 1880.0 023.9 C 23.9 C00000 00000295 85 190SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0926 450 1,3760.0 020.6 C 9.1 A 16.9 B00000152166 212007581 180WB 329 5240853 51.2 D 19.6 B0.0 031.9 C 27.1 C00000378 27748900 000NB00000.000.000.000.0 A00000 00000 000SB 655 82 361 1,098 45.9 D 53.8 D 15.3 B 36.3 D 500 230 391001106 273 456 6 %0300 10932250th St & NB TH 100 EB01249 332 1,5810.0 02.0 A 4.6 A 2.5 A00000 00000 000WB0853 335 1,1880.0 02.2 A 2.4 A 2.3 A 2.4 A00000171 20 720025 2043NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB01338 8 1,3460.0 00.9 A 0.7 A 0.9 A0000034202000 000WB 132 87101,003 17.3 C 0.4 A0.0 02.6 A 5.8 A 120 5713000 00000 000NB00246 2460.0 01.9 A 46.7E44.9E00000242 13229000 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 2 3810383 3.1 A 0.9 A0.0 00.9 A 10002000 00000 000WB0361 22 3830.0 00.3 A 0.2 A 0.3 A 0.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 24013 37 9.2 A0.0 03.7 A 7.3 A00000345 20 4900 000Eden Ave & OLG Entrance EB 3 387 15 405 6.5 A 1.3 A 0.2 A 1.3 A00000140 20 7600 000WB 17 369 4 390 3.9 A 0.7 A 0.4 A 0.8 A 1.4 A0000067 207200 000NB 10018 28 11.4 B0.0 08.6 A 9.4 A 320 20 2600 00000100 20 36SB 604 10 15.5 C0.0 03.1 A 11.8 B00000239 20 2400 000Eden Ave & Arcadia Ave EB 68 293 50 411 2.9 A 3.8 A 2.9 A 3.5 A0000067 337500 000WB 49 177 108 334 2.8 A 3.1 A 2.8 A 3.0 A 3.5 A0000082 308800 000MINI ROUNDABOUT NB 81 91 9 181 4.0 A 4.8 A 3.9 A 4.4 A00000642 28 7300 000SB 31 112 132 275 3.4 A 3.6 A 3.5 A 3.5 A00000156 36 10400 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 38025 63 7.0 A0.0 01.4 A 4.7 A 0.8 A 340 20 5900 00000 000NB022802280.0 00.2 A0.0 00.2 A000002020 5600 000SB022902290.0 00.4 A0.0 00.4 A00000588 20 2400 000Arcadia Ave & Restaurant Lot Driveway EB 15028 43 7.6 A0.0 04.0 A 5.3 A00000261 25 5800 000WB 10014 24 7.9 A0.0 03.7 A 5.4 A 0.9 A00000235 20 4000 000NB 43 199 27 269 1.6 A 0.3 A 0.0 A 0.5 A000002020 3400 000SB 11 241 15 267 1.6 A 0.2 A 0.1 A 0.2 A000002020 4500 000Arcadia Ave & Senior Living East DrivewaEB 6006 11.7 B0.0 0 0.0 011.7 B00000268 20 3100 000WB00000.000.000.000.0 A 0.8 A00000 00000 000NB 4 2630267 2.3 A 0.9 A0.0 00.9 A00000156 20 4000 000SB0275 4 2790.0 00.4 A 0.1 A 0.4 A000002020 2000 000Eden Ave & Grange Rd EB 142 2440386 4.7 A 5.8 A0.0 05.4 A00000700 35 13000 000WB0190 168 3580.0 02.3 A 2.3 A 2.3 A 3.5 A0000079 319200 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1580174 332 3.0 A 1.3 A 2.9 A 2.9 A0000080 2811100 000Eden Ave & Willson Rd/City Hall EB 10 166 226 402 2.6 A 2.4 A 2.0 A 2.2 A0000079 208500 000WB 52 83 5 140 3.4 A 4.0 A 3.5 A 3.8 A 3.8 A00000314 20 6800 000MINI ROUNDABOUT NB 253073 326 5.9 A0.0 06.1 A 5.9 A00000432 36 13000 000SB 5022 27 2.8 A0.0 03.3 A 3.2 A00000349 20 3300 000Grange Rd & NB TH 100 EB 2520244 496 27.0 D0.0 03.9 A 15.4 C 320 10527200 00000200 27181WB0040 400.0 0 0.0 07.3 A 7.3 A 8.9 A00000159 21 6200 000NB 115 193 2 310 2.7 A 2.0 A 5.7 A 2.2 A0000080 2710000 000SB088 5 930.0 00.5 A 0.5 A 0.5 A0000018002000 000NOTES1. If the reported queue is greater than zero (0), but less than ft, a minimum of ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.PM Peak Hour
Table B3Grandview Yard2042 No Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vernon Ave at Eden Ave (Signal) EB 6 5 4 15 24.8 C 20.5 C 3.0 A 16.1 B 50 20 3100356 20 3500 000WB 208 2 200 410 19.3 B 20.0 C 8.5 A 13.9 B 21.3 C 100 7714301 % 635 63 21700 000NB 2 653 273 928 65.7E32.3 C 6.3 A 25.0 C 100 20 26026 % 379 1923493 %0250 69248SB 123 404 12 539 29.3 C 18.4 B 17.3 B 20.7 C 145 6815501 % 792 99 209 1 %0000Vernon Ave at Gus Young Ln EB 13 4 13 30 21.3 C 17.1 C 5.3 A 13.7 B00000204 20 460050 20 37WB 55 4 64 123 25.1 D 26.6 D 11.3 B 18.1 C 4.5 A00000418 38 93 9 % 3 % 50 3086NB 14 759 80 853 6.2 A 3.6 A 3.9 A 3.7 A 100 20 2300792 20 7300140020SB 60 492 31 583 11.1 B 1.4 A 1.4 A 2.4 A 100 23 750038202000 000Vernon Ave at Interlachen Blvd (Signal) EB 187 590 67 844 39.2 D 22.2 C 20.4 C 25.9 C 150 11422602 % 382 2043862 %0000WB 85 400 325 810 30.6 C 14.5 B 13.3 B 15.7 B 24.6 C 200 53 14100390 122 25900 000NB 20 70 14 104 41.9 D 43.9 D 25.5 C 41.4 D 50 2067025 % 438 61 14300 000SB 393 89 171 653 39.2 D 29.1 C 16.6 B 31.7 C 590 195 404 1 % 1 %0123 27400 000Vernon Ave & Arcadia Ave EB0963 34 9970.0 09.2 A 6.6 A 9.1 A00005 % 390 11536216 %0000WB081008100.0 01.2 A0.0 01.2 A 7.9 A00000 00000 000NB00174 1740.0 036.9E36.9E00000 00000295 91256SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0733 403 1,1360.0 024.8 C 11.2 B 20.0 C00000152163 208007588 181WB 439 57501,014 38.9 D 14.7 B0.0 025.0 C 24.0 C00000378 28947200 000NB00000.000.000.000.0 A00000 00000 000SB 385 69 235 689 38.0 D 41.9 D 10.5 B 29.1 C 500 121 262001106 173 30200300 56 14250th St & NB TH 100 EB0727 391 1,1180.0 01.6 A 4.5 A 2.6 A00000 00000 000WB01014 617 1,6310.0 03.2 A 5.0 A 3.9 A 3.4 A00000171 20 12602 % 2528 51NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB0727 4 7310.0 00.6 A 0.4 A 0.6 A00000342 20 2000 000WB 191 144601,637 7.4 A 0.7 A0.0 01.5 A 1.7 A 120 501180032702000 000NB00201 2010.0 00.3 A 7.4 A 7.2 A00000242 48 11800 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 4 3800384 4.7 A 1.0 A0.0 01.0 A 100 20 2500635 20 2000 000WB0389 3 3920.0 00.8 A 0.4 A 0.8 A 0.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB00330.0 0 0.0 03.6 A 3.6 A00000345 20 2000 000Eden Ave & OLG Entrance EB 2 263 115 380 5.0 A 1.7 A 0.7 A 1.4 A00000140 20 8000 000WB 161 336 1 498 8.4 A 3.7 A 1.4 A 5.3 A 6.2 A000006769 13200 000NB 560159 215 41.3E0.0 07.8 A 16.4 C 320 37 14800 00001 % 100 36135SB 1001 17.1 C0.0 0 0.0 017.1 C0000023902000 000Eden Ave & Arcadia Ave EB 52 322 49 423 2.1 A 3.1 A 2.2 A 2.9 A0000067 317900 000WB 47 309 98 454 3.2 A 4.1 A 3.3 A 3.9 A 4.0 A0000082 4512900 000MINI ROUNDABOUT NB 67 74 16 157 4.1 A 5.3 A 4.1 A 4.7 A00000642 29 8000 000SB 16 49 122 187 5.5 A 5.7 A 6.2 A 6.0 A00000156 41 12100 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 54017 71 7.2 A0.0 01.3 A 5.7 A 1.2 A 340 27 6400 00000 000NB023702370.0 00.2 A0.0 00.2 A000002020 6200 000SB012201220.0 00.4 A0.0 00.4 A0000058802000 000Arcadia Ave & Restaurant Lot Driveway EB00000.000.000.000.0 A00000 00000 000WB 15022 37 7.5 A0.0 06.7 A 7.0 A 0.7 A00000235 23 3900 000NB0215 10 2250.0 00.1 A 0.0 A 0.1 A000002002000 000SB 4 1720176 1.8 A 0.3 A0.0 00.3 A000002020 3000 000Arcadia Ave & Senior Living East DrivewaEB00000.000.000.000.0 A00000 00000 000WB00000.000.000.000.0 A 0.5 A00000 00000 000NB022502250.0 00.5 A0.0 00.5 A00000 00000 000SB018701870.0 00.4 A0.0 00.4 A000002020 2000 000Eden Ave & Grange Rd EB 197 2340431 3.7 A 5.1 A0.0 04.5 A00000700 36 10000 000WB0259 109 3680.0 02.8 A 4.5 A 3.2 A 3.7 A0000079 4512200 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1500252 402 3.8 A 1.7 A 3.4 A 3.4 A0000080 4613600 000Eden Ave & Willson Rd/City Hall EB 11 148 225 384 1.3 A 1.6 A 1.3 A 1.4 A0000079 20 6300 000WB 44 146 5 195 3.2 A 4.4 A 3.0 A 4.1 A 2.4 A00000314 26 7800 000MINI ROUNDABOUT NB 217048 265 3.2 A0.0 03.2 A 3.2 A00000432 26 8900 000SB 505 10 4.1 A 0.3 A 3.5 A 0.8 A00000349 20 3300 000Grange Rd & NB TH 100 EB 1800319 499 12.5 B0.0 02.6 A 6.2 A 320 60 14000 00000200 20 95WB00440.0 0 0.0 04.3 A 4.3 A 3.9 A00000159 20 2600 000NB 161 143 2 306 2.0 A 1.2 A 0.3 A 1.5 A0000080 218200 000SB084 5 890.0 00.4 A 0.4 A 0.4 A0000018002000 000Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)AM Peak Hour
Grandview Yard2042 No Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)Vernon Ave at Eden Ave (Signal) EB 2 11 5 18 36.1 D 22.4 C 5.5 A 19.2 B 50 20 2901 % 356 20 5800 000WB 231 4 171 406 24.3 C 15.8 B 10.6 B 18.4 B 17.7 B 1009514901 % 635 78 28200 000NB 2 964 290 1,256 33.9 C 22.9 C 6.3 A 18.9 B 100 20 38028 % 379 1963592 %0250 66248SB 113 520 7 640 25.0 C 12.9 B 8.1 A 14.8 B 145 5714101 % 792 90 198 1 %0000Vernon Ave at Gus Young Ln EB 13 13 13 39 33.0 D 34.8 D 4.9 A 25.0 D00000204 23 61 3 %050 20 33WB 77 13 68 158 43.7E41.0E21.5 C 33.9 D 6.7 A00000418 67 218 26 % 6 % 5043100NB 10 1062 62 1,134 7.7 A 4.1 A 3.7 A 4.1 A 100 20 2701 % 792 20 7300140020SB 58 481 29 568 14.7 B 1.7 A 1.7 A 3.0 A 100 27 700038202000 000Vernon Ave at Interlachen Blvd (Signal) EB 307 809 39 1,155 58.0E20.4 C 17.6 B 30.4 C 150184 23003 % 382 2203803 %0000WB 77 443 396 916 37.5 D 21.6 C 21.9 C 23.0 C 33.7 C 200 53 12101 % 390 1883491 %0000NB 31 122 26 179 62.5E52.6 D 44.1 D 52.9 D 50 31100047 % 438 114 25700 000SB 448 85 104 637 58.8E37.0 D 23.7 C 49.9 D 590 2635624 % 1 %0143 27500 000Vernon Ave & Arcadia Ave EB01242 41 1,2830.0 06.6 A 4.3 A 6.5 A00003 % 390 88 289 11 %0000WB091609160.0 01.2 A0.0 01.2 A 6.2 A0000015202000 000NB00174 1740.0 033.2 D 33.2 D00000 00000295 88 224SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0943 474 1,4170.0 021.0 C 8.7 A 17.0 B00000152166 209007580 181WB 344 5420886 48.6 D 18.1 B0.0 029.8 C 27.8 C00000378 27246300 000NB00000.000.000.000.0 A00000 00000 000SB 689 66 374 1,129 50.3 D 59.9E16.5 B 39.7 D 500 252430001106 295 486 9 %0300 13239850th St & NB TH 100 EB01313 319 1,6320.0 02.1 A 4.7 A 2.6 A0000037802000 000WB0886 353 1,2390.0 01.9 A 2.7 A 2.1 A 2.4 A00000171 20 810025 2042NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB01409 9 1,4180.0 01.0 A 0.7 A 1.0 A00000342 20 2000 000WB 125 91301,038 19.0 C 0.4 A0.0 02.6 A 6.8 A 120 5413200327 20 6800 000NB00249 2490.0 01.4 A 58.4F56.6F00000242 15432100 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 2 3900392 4.2 A 1.0 A0.0 01.0 A 10002000635 20 2000 000WB0371 4 3750.0 00.3 A 0.2 A 0.3 A 0.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 16014 30 9.6 A0.0 03.8 A 6.8 A00000345 20 4200 000Eden Ave & OLG Entrance EB 1 389 16 406 10.3 B 1.6 A 0.7 A 1.6 A00000140 20 11000 000WB 18 3620380 4.9 A 0.8 A0.0 01.0 A 1.7 A0000067 209400 000NB 11019 30 12.1 B0.0 010.9 B 11.3 B 320 20 2800 00000100 20 32SB 402 6 10.4 B0.0 02.7 A 7.8 A00000239 20 2000 000Eden Ave & Arcadia Ave EB 54 305 53 412 3.1 A 3.9 A 2.9 A 3.7 A0000067 357600 000WB 52 180 83 315 2.8 A 3.1 A 2.9 A 3.0 A 3.6 A0000082 308900 000MINI ROUNDABOUT NB 85 91 10 186 4.3 A 4.9 A 4.3 A 4.6 A00000642 29 7300 000SB 28 116 115 259 3.6 A 3.6 A 3.4 A 3.5 A00000156 31 9200 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 20027 47 6.5 A0.0 01.2 A 3.7 A 0.5 A 340 20 4800 00000 000NB021502150.0 00.2 A0.0 00.2 A000002020 5600 000SB024002400.0 00.3 A0.0 00.3 A00000588 20 2000 000Arcadia Ave & Restaurant Lot Driveway EB00000.000.000.000.0 A00000 00000 000WB 10014 24 5.7 A0.0 03.4 A 4.3 A 0.4 A00000235 20 4000 000NB0201 27 2280.0 00.2 A 0.0 A 0.2 A000002002000 000SB 11 2490260 1.6 A 0.1 A0.0 00.1 A000002020 2800 000Arcadia Ave & Senior Living East DrivewaEB00000.000.000.000.0 A00000 00000 000WB00000.000.000.000.0 A 0.5 A00000 00000 000NB022802280.0 00.7 A0.0 00.7 A0000015602000 000SB025902590.0 00.3 A0.0 00.3 A000002002000 000Eden Ave & Grange Rd EB 147 2490396 5.3 A 6.5 A0.0 06.1 A00000700 39 16600 000WB0185 177 3620.0 02.3 A 2.2 A 2.3 A 3.8 A0000079 309200 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1660160 326 3.1 A 1.1 A 2.9 A 2.9 A0000080 2611500 000Eden Ave & Willson Rd/City Hall EB 11 167 237 415 1.8 A 2.1 A 1.8 A 1.9 A0000079 207900 000WB 55 74 5 134 3.5 A 4.0 A 3.6 A 3.8 A 3.0 A00000314 20 6400 000MINI ROUNDABOUT NB 265077 342 4.2 A0.0 04.0 A 4.2 A00000432 35 10900 000SB 5023 28 3.2 A0.0 03.2 A 3.2 A00000349 20 3300 000Grange Rd & NB TH 100 EB 2590235 494 34.4 D0.0 04.5 A 19.7 C 320 12430600 00000200 42202WB0043 430.0 0 0.0 08.0 A 8.0 A 11.1 B00000159 24 5100 000NB 120 202 2 324 3.2 A 2.4 A 1.1 A 2.7 A0000080 3011600 000SB091 5 960.0 00.4 A 0.3 A 0.4 A0000018002000 000NOTES1. If the reported queue is greater than zero (0), but less than ft, a minimum of ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.PM Peak Hour
Table B4Grandview Yard2042 Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vernon Ave at Eden Ave (Signal) EB 6 5 4 15 33.5 C 28.5 C 5.0 A 26.0 C 50 20 3501 % 356 20 4800 000WB 210 2 200 412 20.0 C 9.9 A 9.0 A 14.6 B 21.2 C 100 8214801 % 635 66 20500 000NB 2 654 274 930 62.3E31.7 C 6.3 A 24.5 C 100 20 81024 % 379 1963623 %0250 71265SB 123 404 12 539 29.5 C 17.9 B 16.0 B 20.4 C 145 7016801 % 792 93 188 1 %0000Vernon Ave at Gus Young Ln EB 13 4 13 30 22.8 C 21.2 C 5.6 A 14.0 B00000204 20 390050 20 33WB 55 4 64 123 24.6 C 27.8 D 16.3 C 20.4 C 4.9 A00000418 38 129 7 % 4 % 50 3089NB 14 759 81 854 7.5 A 4.0 A 4.1 A 4.1 A 100 20 2500792 20 8200140020SB 60 492 31 583 10.9 B 1.4 A 1.3 A 2.4 A 100 24 7000 00000 000Vernon Ave at Interlachen Blvd (Signal) EB 187 590 67 844 37.0 D 23.9 C 23.2 C 26.7 C 150 10922402 % 382 2133942 %0000WB 90 400 325 815 31.3 C 14.6 B 13.5 B 15.9 B 25.4 C 200 54 12700390 121 28800 000NB 20 70 14 104 40.9 D 42.4 D 27.2 C 40.1 D 50 2072024 % 438 60 13100 000SB 393 89 171 653 39.7 D 31.4 C 18.6 B 33.1 C 590 202 424 1 % 1 %0124 26600 000Vernon Ave & Arcadia Ave EB0963 34 9970.0 010.1 B 6.8 A 10.0 B00005 % 390 13037419 %0000WB081508150.0 01.2 A0.0 01.2 A 8.2 A00000 00000 000NB00183 1830.0 032.2 D 32.2 D00000 00000295 90259SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0742 403 1,1450.0 025.8 C 12.3 B 21.0 C00000152169 209007593 193WB 439 57801,017 45.1 D 16.2 B0.0 028.8 C 25.6 C0000037832248400 000NB00000.000.000.000.0 A00000 00000 000SB 385 72 237 694 37.3 D 41.8 D 11.0 B 28.7 C 500 117 226001106 168 28000300 58 15850th St & NB TH 100 EB0727 400 1,1270.0 01.7 A 4.6 A 2.7 A00000 00000 000WB01017 617 1,6340.0 04.0 A 5.2 A 4.5 A 3.8 A00000171 25 14502 % 2527 58NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB0727 4 7310.0 00.6 A 0.3 A 0.6 A00000342 20 2000 000WB 192 144701,639 8.0 A 0.8 A0.0 01.7 A 1.9 A 120 521140032702000 000NB00203 2030.0 00.4 A 8.6 A 8.3 A00000242 51 14000 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 4 3810385 4.1 A 1.0 A0.0 01.0 A 100 20 300063502000 000WB0391 3 3940.0 00.8 A 0.5 A 0.8 A 0.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB00330.0 0 0.0 04.2 A 4.2 A00000345 20 2000 000Eden Ave & OLG Entrance EB 3 263 115 381 4.2 A 1.8 A 0.6 A 1.5 A00000140 20 7100 000WB 161 336 3 500 8.2 A 3.4 A 1.4 A 4.9 A 6.5 A00000676613000 000NB 560159 215 48.3E0.0 08.2 A 18.8 C 320 41 17700 00000100 38135SB 402 6 25.8 D0.0 09.7 A 20.4 C00000239 20 2000 000Eden Ave & Arcadia Ave EB 52 324 50 426 2.2 A 3.1 A 2.1 A 2.9 A0000067 297300 000WB 47 311 100 458 3.7 A 4.6 A 4.1 A 4.4 A 4.1 A0000082 5015200 000MINI ROUNDABOUT NB 67 74 16 157 4.2 A 5.2 A 4.0 A 4.7 A00000642 30 8100 000SB 16 49 122 187 4.6 A 5.0 A 5.4 A 5.2 A00000156 38 10700 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 57017 74 6.6 A0.0 01.4 A 5.5 A 1.1 A 340 29 5900 00000 000NB024602460.0 00.2 A0.0 00.2 A000002020 6300 000SB012201220.0 00.2 A0.0 00.2 A00000 00000 000Arcadia Ave & Restaurant Lot Driveway EB 2002 10.6 B0.0 0 0.0 010.6 B00000261 20 2400 000WB 15022 37 7.7 A0.0 06.6 A 7.0 A 0.8 A00000235 22 4800 000NB 1 222 10 233 1.1 A 0.1 A 0.1 A 0.1 A000002002000 000SB 4 174 1 179 1.7 A 0.3 A 0.2 A 0.3 A000002020 3800 000Arcadia Ave & Senior Living East DrivewaEB 7007 9.6 A0.0 0 0.0 09.6 A00000268 20 3600 000WB00000.000.000.000.0 A 0.6 A00000 00000 000NB 1 2260227 2.3 A 0.5 A0.0 00.5 A0000015602000 000SB0187 2 1890.0 00.4 A 0.6 A 0.4 A000002002000 000Eden Ave & Grange Rd EB 197 2360433 3.7 A 5.3 A0.0 04.6 A00000700 34 13300 000WB0260 109 3690.0 03.0 A 5.3 A 3.6 A 3.9 A0000079 4912500 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1500255 405 3.5 A 1.4 A 3.7 A 3.5 A0000080 4215300 000Eden Ave & Willson Rd/City Hall EB 11 150 225 386 1.2 A 1.6 A 1.3 A 1.4 A0000079 207000 000WB 44 147 5 196 3.0 A 4.3 A 3.5 A 4.0 A 2.4 A00000314 25 8000 000MINI ROUNDABOUT NB 217048 265 3.2 A0.0 03.2 A 3.2 A00000432 27 7700 000SB 505 10 2.6 A 0.3 A 3.3 A 0.7 A00000349 20 2400 000Grange Rd & NB TH 100 EB 1820322 504 12.8 B0.0 02.7 A 6.4 A 320 59 14300 00000200 20 109WB00440.0 0 0.0 03.9 A 3.9 A 4.0 A00000159 20 2600 000NB 161 143 2 306 1.9 A 1.3 A 0.5 A 1.5 A0000080 218600 000SB084 5 890.0 00.4 A 0.6 A 0.4 A00000180 20 2500 000Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)AM Peak Hour
Grandview Yard2042 Build Conditions - Realigned Wilson Rd, Mini-Roundabouts at Eden/Grange and Eden/WilsonAM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand Volumes Delay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s)Vernon Ave at Eden Ave (Signal) EB 2 11 5 18 15.0 B 22.3 C 4.5 A 15.9 B 50 20 2001 % 356 20 5300 000WB 237 4 171 412 25.9 C 7.9 A 12.3 B 20.0 C 18.6 B 1009814901 % 635 88 28600 000NB 2 967 299 1,268 38.2 D 24.0 C 6.3 A 20.0 C 100 20 21031 % 379 2133844 %0250 83302SB 113 522 7 642 26.8 C 12.7 B 8.0 A 15.0 B 145 5813101 % 792 91 182 1 %0000Vernon Ave at Gus Young Ln EB 13 13 13 39 30.3 D 37.6E5.7 A 24.2 C00000204 20 61 3 %050 20 41WB 79 13 68 160 38.3E48.3E19.8 C 30.9 D 6.9 A00000418 64 166 25 % 8 % 504498NB 10 1062 65 1,137 9.0 A 4.6 A 4.0 A 4.6 A 100 20 2801 % 792 20 10500140020SB 58 481 29 568 17.1 C 1.8 A 1.6 A 3.5 A 100 32910038202000 000Vernon Ave at Interlachen Blvd (Signal) EB 307 809 39 1,155 55.2E25.2 C 22.9 C 33.1 C 150191 22906 % 382 2464066 %0000WB 93 443 396 932 39.8 D 21.4 C 21.7 C 23.3 C 37.3 D 200 65 13801 % 390 1863531 %0000NB 31 122 35 188 64.9E56.0E44.9 D 55.4E50 3097048 % 438 127 30900 000SB 448 85 104 637 69.2E49.3 D 31.1 C 60.3E590 3177385 % 1 %0162 27500 000Vernon Ave & Arcadia Ave EB01251 41 1,2920.0 08.2 A 6.4 A 8.1 A00006 % 390 12435614 %0000WB093209320.0 01.2 A0.0 01.2 A 8.0 A0000015202000 000NB00195 1950.0 041.1E41.1E00000 00000295 113281SB00000.000.000.000.0 A00000 00000 000Vernon Ave/50th & SB TH 100 (Signal) EB0973 474 1,4470.0 022.5 C 11.6 B 18.9 B00000152175 213007596 184WB 344 5520896 64.2E21.4 C0.0 038.2 D 30.5 C0000037832648800 000NB00000.000.000.000.0 A00000 00000 000SB 689 85 380 1,154 49.3 D 62.5E17.4 B 39.5 D 500 251432001106 298 489 9 %0300 12938450th St & NB TH 100 EB01315 347 1,6620.0 02.2 A 5.0 A 2.8 A0000037802000 000WB0896 353 1,2490.0 03.4 A 2.8 A 3.2 A 3.0 A00000171 20 121 1 %025 2043NB00000.000.000.000.0 A00000 00000 000SB00000.000.000.000.0 A00000 00000 00050th St & Eden Ave EB01411 9 1,4200.0 01.0 A 0.8 A 1.0 A00000342 20 2200 000WB 138 91701,055 20.4 C 0.4 A0.0 03.0 A 6.4 A 120 6214500327 20 8100 000NB00258 2580.0 06.0 A 51.9F50.5F00000242 14531400 000SB00000.000.000.000.0 A00000 00000 000Eden Ave & Brookside Ave EB 2 3990401 3.5 A 1.0 A0.0 01.0 A 1000200063502000 000WB0377 22 3990.0 00.4 A 0.2 A 0.4 A 1.1 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 25014 39 11.7 B0.0 04.0 A 9.1 A00000345 20 4700 000Eden Ave & OLG Entrance EB 3 405 16 424 10.5 B 1.5 A 0.4 A 1.5 A00000140 20 8100 000WB 18 384 4 406 4.9 A 0.8 A 0.4 A 0.9 A 1.7 A0000067 208600 000NB 11019 30 12.7 B0.0 011.7 B 12.0 B 320 20 2600 00000100 20 36SB 604 10 16.9 C0.0 03.5 A 11.5 B00000239 20 2800 000Eden Ave & Arcadia Ave EB 70 307 53 430 3.3 A 3.9 A 3.1 A 3.7 A0000067 377600 000WB 52 184 111 347 3.0 A 3.3 A 3.0 A 3.2 A 3.7 A0000082 369600 000MINI ROUNDABOUT NB 85 95 10 190 4.4 A 5.0 A 3.6 A 4.7 A00000642 29 8700 000SB 33 118 137 288 3.7 A 3.5 A 3.6 A 3.6 A00000156 34 9500 000Arcadia Ave & SB TH 100 EB00000.000.000.000.0 A00000 00000 000WB 39027 66 7.2 A0.0 01.3 A 5.0 A 0.8 A 340 21 6400 00000 000NB023702370.0 00.2 A0.0 00.2 A000002020 5600 000SB024102410.0 00.4 A0.0 00.4 A00000588 20 2000 000Arcadia Ave & Restaurant Lot Driveway EB 15028 43 9.1 A0.0 03.7 A 5.6 A00000261 26 5700 000WB 10014 24 7.2 A0.0 04.4 A 5.4 A 0.9 A00000235 20 4800 000NB 43 208 27 278 1.7 A 0.2 A 0.1 A 0.4 A000002020 3600 000SB 11 254 15 280 1.5 A 0.2 A 0.2 A 0.3 A000002020 3100 000Arcadia Ave & Senior Living East DrivewaEB 6006 8.4 A0.0 0 0.0 08.4 A00000268 20 3300 000WB00000.000.000.000.0 A 0.7 A00000 00000 000NB 4 2720276 2.3 A 0.9 A0.0 00.9 A00000156 20 5500 000SB0288 4 2920.0 00.4 A 0.1 A 0.4 A000002020 2000 000Eden Ave & Grange Rd EB 147 2560403 4.5 A 5.5 A0.0 05.1 A00000700 33 14300 000WB0198 177 3750.0 02.5 A 2.8 A 2.6 A 3.5 A0000079 3410600 000MINI ROUNDABOUT NB00000.000.000.000.0 A00000 00000 000SB 1660179 345 2.9 A 1.4 A 2.9 A 2.8 A0000080 2811700 000Eden Ave & Willson Rd/City Hall EB 11 174 237 422 1.4 A 2.0 A 1.7 A 1.8 A0000079 207900 000WB 55 87 5 147 3.7 A 4.3 A 3.3 A 4.0 A 3.0 A00000314 22 7600 000MINI ROUNDABOUT NB 265077 342 4.0 A0.0 03.9 A 4.0 A00000432 31 10900 000SB 5023 28 4.1 A0.0 03.7 A 3.8 A00000349 20 3600 000Grange Rd & NB TH 100 EB 2650254 519 28.6 D0.0 04.0 A 16.6 C 320 114 26700 00000200 29192WB0043 430.0 0 0.0 07.8 A 7.8 A 9.6 A00000159 23 5900 000NB 120 202 2 324 3.0 A 2.1 A 0.9 A 2.4 A0000080 3011100 000SB091 5 960.0 00.4 A 0.7 A 0.4 A00000180 20 2000 000NOTES1. If the reported queue is greater than zero (0), but less than ft, a minimum of ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.PM Peak Hour
Site Plan Review –5146 Eden Avenue (Former
Public Works Site) Restaurant
EdinaMN.gov 2
Site
EdinaMN.gov 3
4/05/12 4
Approved Overall
Development Plan
EdinaMN.gov 5
Site
4/05/12 6
Sketch Plan
4/05/12 7
Approved Overall
Development Plan
4/05/12 8
Proposed Restaurant
4/05/12 9
4/05/12 10
4/05/12 11
Request Requires:
EdinaMN.gov 12
•Site Plan Review
EdinaMN.gov 13
City Standard
(PUD)
Proposed
(Measured from building to
the lot line)
Building Setbacks to the
PUD perimeter lot line -
Restaurant
Front – East (Eden Avenue)
Front – South (Arcadia Avenue)
Side – West
Rear – North
10 feet
130 feet
10 feet
138 feet
100+ feet (restaurant)
40 feet (outside oven)
200+ feet
10 feet
139 feet
Building Height Four Stories and 48 feet
2 stories and 26 feet
Building Coverage
Maximum Floor Area Ratio (FAR)
45%
1.5%
19%
.2%
Parking Stalls – Restaurant 30 spaces on site (Jerry’s
Parking Ramp)
30 spaces + utilization of the
Jerry’s parking ramp
4/05/12 14
4/05/12 15
4/05/12 16
Better Together
EdinaMN.gov 17
Staff Recommendation
EdinaMN.gov 18
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #1
Restaurant
Cover Page
8636.00 | 01-19-2023
SHEET INDEX
1 Cover
2 Project Team
3 Location
4 Statement of Use
5 Site Plan
6 Landscape Plan
7 Elevations & Building Materials
8–12 Civil Sheets
13 Floor Plans
14–16 Visualizations
GrandviewYard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 35
SITE PLAN
INSPIRATIONAL IMAGES
RESTAURANT COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVE01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #2
Restaurant
Project Team
8636.00 | 01-06-2023
Jester Concepts
DEVELOPER (Restaurant)
Jester Concepts was launched in 2008 as a
Minnesota owned hospitality company spe-
cializing in producing restaurant concepts that
deliver an unmatched experience in food, ser-
vice and atmosphere. Jester Concepts prides
themselves in creating unique restaurant con-
cepts that compliment and are inspired by the
location and neighborhood in which they’re
housed.
SIMILAR EXPERIENCE
• P.S. Steak, 510 Groveland Ave. Minneapolis,
MN 55403
• Monello, 1115 South 11th St., Minneapolis,
MN 55403
• Constantine, 1115 South 11th Street,
Minneapolis, MN 55403
• Parlour St. Paul, 267 West 7th St., St. Paul,
MN 55102
• Parlour Minneapolis, 730 Washington Ave
N.Minneapolis, MN 55401
• Parlor Food Truck, Twin Cities Metro Area
• Borough, 730 Washington Ave N.
Minneapolis, MN 55401
• Butcher & The Boar
Shea
ARCHITECT (Restaurant)
Shea is a national and international vdesign
firm, totally unique in their collaboration and
cohesive integration of disciplines including all
aspects vof brand and concept development,
graphic design, interior design, architecture,
and full production and procurement services
to fulfill, execute, vand install innovative solu-
tions. Shea’s team creates experiences that
engage consumers in every aspect, specializ-
ing in restaurant, hospitality, hotel, retail, and
workplace.
SIMILAR EXPERIENCE
• Hazelwood, Bloomington, MN
• Hazelwood, St. Louis Park, MN
• Hazelwood, Tonka Bay, Excelsior, MN
• The Hilltop, Edina, MN
• Lat 14, Golden Valley, MN
• Grocer’s Table, Wayzata, MN
• Kahluna, Minneapolis, MN
• COV, Edina, MN
• COV, Wayzata, MN
• Town Hall Station, Edina, MN
• Spoon and Stable, Minneapolis, MN
Confluence
LANDSCAPE ARCHITECT
Confluence is a professional creative firm
of landscape architects, urban vdesigners
and planners with roots across the country.
Since their founding in 1998, Confluence has
emerged as one of the most comprehensive
and growth-oriented landscape architecture,
planning and urban design firms in the coun-
try. They believe in the transformative power
ofv creative collaboration with a genuine
approach — bringing together people, ideas
and their creative process to shape the future
of communities.
SIMILAR EXPERIENCE
• Highland Bridge Parks and Public Realm,
St. Paul, MN
• Apple Valley Parks Master Plans, Apple Valley,
MN
• Bloomington Parks Master Plans,
Bloomington, MN
• Fred Richards Park, Edina, MN
• Shakopee Multiple Parks,
Shakopee, MN
• Viking Lakes Park, Eagan, MN
• West End Office Park, St. Louis Park, MN
• Kelly Park, Apple Valley, MN
• Sauk Rapids Riverfront Parks,
Sauk Rapids, MN
• St Cloud Riverfront Park,
St. Cloud, MN
• Essex Superblock U of M, Minneapolis, MN
Loucks
CIVIL ENGINEER
Loucks is a premier multidisciplinary consult-
ing firm that inspires clients to make the best
use of their land. Since 1976, they’ve served as
an industry leader and high-integrity resource,
helping owners, developers and project teams
create successful projects. Loucks provides
a range of services: civil engineering, land
surveying, landscape architecture, land plan-
ning, and environmental. Their collabora-
tive approach, and continuous involvement
throughout the life of the project, set them
apart from their peers.
SIMILAR EXPERIENCE
Senior Residential
• Shorewood Senior Living, Shorewood, MN
• Artis Senior Living, Multiple Locations
• Deephaven Woods, Deephaven, MN
• Monticello Senior Living,
Monticello, MN
• Orono Senior Living, Orono, MN
Dining
• Dukes on 7, Minnetonka, MN
• Brick and Bourbon, Maple Grove, MN
• Pints & Paddle, Maple Grove, MN
Parks
• Midway Peace Park, St. Paul, MN
• El Rio Vista, Gilbert de la O Park, St. Paul, MN
• Richfield Veterans Park, Richfield, MN
TEAM
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #3
Restaurant
Location
8636.00 | 01-06-2023
LOCATION
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #4
Restaurant
Statement of Use
8636.00 | 01-06-2023
STATEMENT OF USE
LOT 2: RESTAURANT
The Restaurant component will
reside in the central portion of
the site, Lot 2. The building will
be three levels in design with a
lower (basement) level and first
and second levels above grade.
The approximate footprint size of
the building is 4,500 sq. ft. with a
total building size of approximately
13,500 sq. ft. The site plan includes
31 spaces of surface parking with
convenient access to the restaurant
entry. In addition to surface park-
ing on site, the restaurant would be
served by the Grandview Parking
Structure and pedestrian bridge,
along with valet service provided
by the operator.
Our intention is to bring our blend
of focused hospitality and unique
dining experiences to the City of
Edina. As a group, we believe an
elevated Pizza concept would be
warmly welcomed by the City and
its residents. We would highlight
an open hearth for pizza cooking
as well as small plates, entrées and
seasonal vegetables. We would im-
plement a craft cocktail program
that has become a staple at all of
our locations, and we would offer
an wine list that takes an esoteric
approach while incorporating the
recognizable labels for familiarity.
We would pair this concept with
a secret/underground bar perfect
for a late night Old Fashioned, a
Negroni, and a slice of pizza.
The top floor would boast a private
event space for family gatherings
and small businesses while being
utilized for overflow dining when
not booked with events. An expan-
sive outdoor patio would sit adja-
cent to the restaurant welcoming
guests all summer long, extending
into the spring and fall. The patio
would open up to the outdoor lawn
which gives us an opportunity to
welcome all residents in a com-
munity gathering space. We would
activate the lawn all year round in
conjunction with the City and pro-
grammed activities.
Grandview Yard springs from a vision for a vibrant, connected new
district that adds vitality to the surrounding commercial and multi-family
neighborhoods.The inclusion of a privately-operated hospitality, dining
and event destination will be a catalyst to acheive that vision. We’re
proposing a restaurant concept designed to bolster the transformational
vision of Grandview Yard as a destination where people from across the
metro gather, create community and experience the best of Edina.
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #5
Restaurant
Site Plan
8636.00 | 01-06-2023
SITE PLAN
GrandviewYard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 35
SITE PLAN
INSPIRATIONAL IMAGES
RESTAURANT COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVELot 1: Senior Cooperative
Lot 2: Restaurant
Lot 3: Grandview Yard
EVENT LAWN
OUTDOOR BAR &
PIZZA HEARTH
MIX OF DINING, LOUNGE,
& INDEPENDANT SEATING LANDSCAPE FENCE
LANDSCAPE FENCE
MONUMENT SIGN >
LANDSCAPE FENCE
OUTDOOR DINING/LOUNGE
PUBLIC
ACCESS
ROUTE
RESTAURANT
Shown for Reference Only
– Not part of site plan application –
Shown for Reference Only
– Not part of site plan application –
INDEPENDANT SEATING TO INCLUDE
HEATING AND OPPORTUNITY FOR
MORE PRIVATE DINING EXPERIENCE
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #6
Restaurant
Landscape Plan
8636.00 | 01-06-2023
LANDSCAPE PLAN
PLAN NOTES:
• FINAL TREE SELECTIONS AND SIZING TO
BE COORDINATED WITH CITY FORESTER.
• BOULEVARD TREE SELECTIONS TO BE
COORDINATED WITH CITY FORESTER
Plant Schedule
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #7
Restaurant
Elevations & Building Materials
8636.00 | 01-06-2023
ELEVATIONS & BUILDING MATERIALS
Dark Wood Slats
18” Standing Seam
Metal Panels
Steel Frame Structure
– Black Powdercoat
Painted Concrete
Masonry Units
Anodized Aluminum
Storefront – Black
Wood Trellis
Millboard
Concrete
Gravel
Turf/Landscape
WEST ELEVATION, MAIN BUILDING
Material SF Percent (%)
A–Wood 137 6.4
B–Metal 1918 89
C–Steel 0 0
D–Painted CMU 100 4.6
E–Aluminum Storefront 0 0
WEST ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 117 75
E–Aluminum Storefront 40 25
NORTH ELEVATION, MAIN BUILDING
Material SF Percent (%)
A–Wood 647 46.88
B–Metal 365 26
C–Steel 30 2.2
D–Painted CMU 0 0
E–Aluminum Storefront 351 25
NORTH ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 225 75
E–Aluminum Storefront 75 25
EAST ELEVATION , MAIN BUILDING
Material SF Percent (%)
A–Wood 677 32
B–Metal 213 10.6
C–Steel 30 1.4
D–Painted CMU 6 .4
E–Aluminum Storefront 1162 55.6
EAST ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 117 75
E–Aluminum Storefront 40 25
SOUTH ELEVATION, MAIN BUILDING
Material SF Percent (%)
A–Wood 921 39.3
B–Metal 155 6.6
C–Steel 30 1.3
D–Painted CMU 44 1.8
E–Aluminum Storefront 1177 51
SOUTH ELEVATION, HEARTH BUILDING
Material SF Percent (%)
A–Wood 225 75
E–Aluminum Storefront 75 25
SOUTH ELEVATION
EAST ELEVATION
NORTH ELEVATION
WEST ELEVATION
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #8
Restaurant
Plat Survey
8636.00 | 01-06-2023
PLAT SURVEY
These surveys reference the overall development submittal from July 2022. The City of Edina has contracted with Louks for a formal survey to be performed at a later date.
Grandview
Yard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 19
SURVEY
N
SCALE IN FEET
0 50 100
KNOW ALL PERSONS BY THESE PRESENTS: That Edina Housing and Redevelopment Authority, a Minnesota public
body corporate and politic, fee owner of the following described property situated in the County of Hennepin, State of
Minnesota, to wit:
Lots 2, 3, 4, 5, 6, 7, 8, 9 and 10; The East 90 feet of Lots 11 to 19 inclusive; all in Block 2, "Grand View Heights".
That part of Government Lot 8, Section 28, Township 117, Range 21, lying North of the center line of Eden Avenue and
East of a line drawn parallel to the main track of the Minneapolis, Northfield and Southern Railway from a point on the
North line of said Government Lot 8 distant 582 feet East from the Northwest corner of said Government Lot 8.
Has caused the same to be surveyed and platted as GRANDVIEW YARD, and does hereby dedicate to the public for
public use the public way, and does also dedicate the drainage and utility easements as created by this plat.
In witness whereof said Edina Housing and Redevelopment Authority, a Minnesota public body corporate and politic, has
caused these presents to be signed by its proper officer this _______ day of _________________________, 20______.
Signed: Edina Housing and Redevelopment Authority
___________________________________ , Executive Director
STATE OF ______________________
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by
_________________________, Executive Director of Edina Housing and Redevelopment Authority, a Minnesota public body
corporate and politic, on behalf of the public body.
___________________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, _______________________ County, ______________________
My Commission Expires _________________________
SURVEYORS CERTIFICATION
I Jared J. Averbeck do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly
Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all
mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or
will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section
505.01, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and
labeled on this plat.
Dated this ________ day of _________________________, 20______.
______________________________________________
Jared J. Averbeck, Licensed Land Surveyor,
Minnesota License No. 53642
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by
Jared J. Averbeck.
___________________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, County, Minnesota
My Commission Expires January 31, 2025
EDINA, MINNESOTA
This plat of GRANDVIEW YARD was approved and accepted by the City Council of the City of Edina, Minnesota, at a
regular meeting thereof held this ________ day of _________________________, 20______, and said plat is in compliance
with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2.
City Council, Edina, Minnesota
By: ________________________________________, Mayor By:_________________________________________,Manager
RESIDENT AND REAL ESTATE DEPARTMENT, Hennepin County, Minnesota
I hereby certify that taxes payable in 20______ and prior years have been paid for land described on this plat, dated this
________ day of _________________________, 20______.
Mark V. Chapin, County Auditor By: ________________________________________, Deputy
SURVEY DIVISION, Hennepin County, Minnesota
Pursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this ________
day of _________________________, 20______.
Chris F. Mavis, County Surveyor By: ________________________________________
REGISTRAR OF TITLES, Hennepin County, Minnesota
I hereby certify that the within plat of GRANDVIEW YARD was filed in this office this ________
day of _________________________, 20______, at ______ o'clock _____.M.
Martin McCormick, Registrar of Titles By: ________________________________________, Deputy
R.T. DOC. NO. _____________________
LOUCKS
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
DENOTES FOUND 1/2 INCH IRON MONUMENT,
CAPPED "LS 44890", UNLESS OTHERWISE NOTED
DENOTES FOUND HENNEPIN COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 53642"
LOT CORNERS THAT FALL IN THE MIDDLE OF
TRAVELED RIGHT-OF-WAYS WILL NOT BE SET;
UNSAFE DUE TO TRAFFIC
SECTION BREAKDOWN
Section 28, Township 117, Range 21
Hennepin County, Minnesota
No Scale
BEARINGS ARE BASED ON THE NORTH LINE OFGOVERNMENT LOT 8, SECTION 28, TOWNSHIP 117,
RANGE 21 HAVING A BEARING OFNORTH 89 DEGREES 43 MINUTES 45 SECONDS WEST.
E. 1/4 corner detail
No Scale COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVE01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #9
Restaurant
Registered Survey
8636.00 | 01-06-2023
REGISTERED SURVEY
These surveys reference the overall development submittal from July 2022. The City of Edina has contracted with Louks for a formal survey to be performed at a later date.
Grandview
Yard
5146 Eden Avenue SouthEdina, MN 55436
07-25-2022
#75372-22075
SHEET 20
ALTA SURVEY
*NOTE: SHEET REDUCED FROM ORIGINAL.
REFERENCE GRAPHIC SCALE.COVER SHEETGRANDVIEW YARDRESTAURANTSENIOR COOPERATIVE01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #10
Restaurant
Site Plan
8636.00 | 01-06-2023
SITE PLAN
B612 CURB
& GUTTER
TYP-SEE DETAIL
B612 CURB
& GUTTER
TYP-SEE DETAIL
CONCRETE SIDEWALK
WITH 6" RISERS &
HANDRAILS
TYP-SEE DETAIL
CONCRETE APRON
TYP-SEE DETAIL
TRASH ENCLOSURE
12-6" RISERS
W/RETAINING
WALLS
SEE DETAIL
RETAINING WALLS
SEE DETAIL
10.0
RETAINING WALL
SEE DETAIL
RETAINING WALL
SEE DETAIL
RETAINING WALL
SEE DETAIL
18.0
24.0
18.0
60.6
76.1
14
16
ADA STALL
TYP-SEE DETAIL
MONUMENT SIGN
WAY FINDING
SIGN
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 01 /26 / 2023 4:35 PMW:\2021\21062\CADD DATA\CIVIL\_dwg Sheet Files\Jesters Restaurant\C2-1 SITE PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
GRANDVIEW
YARD -
RESTAURANT
EDINA, MN
Review Date
SHEET INDEX
License No.
Date
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 Professional Engineer under the
laws of the State of Minnesota.
Michael J. St. Martin - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
24440
21062
MJS
IWF
MJS
01-19-23
.
01-05-23 CITY SUBMITTAL
01-26-23 CITY COMMENTS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C4-1 UTILITY PLAN
SITE PLAN
C2-1
SITE NOTES
1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED
IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL
JURISDICTION REQUIREMENTS.
2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA
STANDARDS AND LOCAL/STATE REQUIREMENTS.
3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.
5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED.
6.ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE
ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND
SIDEWALKS.
8.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
CURRENT ZONING:PUD
PROPOSED ZONING:PUD
PROPERTY AREA:3.14 AC
EXISTING IMPERVIOUS AREA:2.44 AC
PROPOSED IMPERVIOUS AREA:1.95 AC
SITE DATA
EXISTING REGULAR SURFACE PARKING = 0 STALLS
PROPOSED REG SURFACE PARKING = 26 STALLS
EXISTING ACCESSIBLE SURFACE PARKING = 0 STALLS
PROPOSED ACCESIBLE SURFACE PARKING = 4 STALLS
TOTAL PARKING PROVIDED = 30 STALLS
OFF-STREET PARKING CALCULATIONS
SIGNAGE AND STRIPING NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON
THIS PLAN.
2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING
AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH.
3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE
PAINT.
4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE
REQUIRED.
5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS
TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO
DETAIL.
6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT
THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP
BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.
7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%972.5
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OFALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THECONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
PAVEMENT TYPES
NOTE:
SEE PAVEMENT SECTIONS ON SHEET C8-1 FOR TYPE AND DEPTH
INFORMATION.
LIGHT DUTY BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #11
Restaurant
Grading Plan
8636.00 | 01-06-2023
GRADING PLAN
888888888841.28
43.05
42.96
42.87
42.95 42.94
42.86 42.52
43.44
1.1%88828.3
29.9
30.0
31.0
34.2
32.5
30.9
32.633.1
34.0
32.5
33.75
32.233.45
32.90
34.5
34.5
36.9
34.35
32.0 33.0 32.25
30.8
29.6 28.75 28.6 29.2028.45 28.9
30.0
28.65
TW=931.75
GW=923.5
TW=934.25
GW=923.25
TW=935.0
GW=924.75
TW=930.6
GW=930.6
TW=930.1
GW=930.1
TW=932.0
GW=930.6
TW=931.8
GW=930.1
34.5
25.5
22.75 33.834.3 34.1
33.6
3.0%1.5%1.3%1.5%6.1%34.5 34.4 34.4
34.3
34.03
34.31.3%1.0%1.2%
1.6%
1.
2
%
34.03
34.4
34.82
34.45
34.73
1.3%1.4%
1.0%
1.
4
%1.0%34.3
1.2%1.2%0.0%34.21.8%1.4%41.05 13-6" RISERS
FFE-934.5
2nd FLOOR-948.0
BASEMENT-921.5
FFE-934.3
1.0%2.2%2.6%
3.9%
1.5%883.3%6.1%3.3%30.6 30.33.3%3.0%
33.6
34.1
33.7133.9
33.91.5%2.2%1.1%2.0%10' RAMP @
5%
8888884 - 6" RISERS &
SIDEWALK @ 1.5%
30.1 3.1%28.95
2%2.4%
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 01 /26 / 2023 4:46 PMW:\2021\21062\CADD DATA\CIVIL\_dwg Sheet Files\Jesters Restaurant\C3-1 GRADING PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
GRANDVIEW
YARD -
RESTAURANT
EDINA, MN
Review Date
SHEET INDEX
License No.
Date
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 Professional Engineer under the
laws of the State of Minnesota.
Michael J. St. Martin - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
24440
21062
MJS
IWF
MJS
01-19-23
.
01-05-23 CITY SUBMITTAL
01-26-23 CITY COMMENTS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C4-1 UTILITY PLAN
GRADING
PLAN
C3-1
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%972.5
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONSOF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
GRADING, DRAINAGE & EROSION CONTROL NOTES
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
SUMPED ELEVATIONS.
3.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND
A RUNNING SLOPE NOT EXCEEDING 5%.
4.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN
ANY DIRECTION FOR AN AREA 60" IN DIAMETER.
5.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A
RUNNING SLOPE NOT EXCEEDING 5%.
6.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND
SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
VEGETATION IS ESTABLISHED.
7.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF
WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE
GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).
8.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105702),
DATED 9/2/2021 AS PREPARED BY BRAUN INTERTEC CORPORATION FOR AN EXISTING SUBSURFACE
SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.
9.STREETS MUST BE CLEANED AND SWEPT DAILY OR AS DIRECTED BY CITY WHEN SEDIMENTS
OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING
SCHEDULE MUST BE ESTABLISHED. FAILURE TO PERFORM ANY STREET SWEEPING WITHIN 6 HOURS
OF NOTICE BY THE CITY WILL RESULT IN WORK BEING PERFORMED BY CITY WITH ALL COSTS
BILLED
10.DUST MUST BE ADEQUATELY CONTROLLED.
11.PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM
(NPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE,
FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE
PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED
WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF CONTAINED
CHUTE CLEANOUT, ETC.
12.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #12
Restaurant
Utility Plan
8636.00 | 01-06-2023
UTILITY PLAN
884
4448888888888888812.1888888888884
4
4
4
4
444MH OVER EX. STORM
RIM=924.5
INV=922.10 NW
INV=921.95 +/- N/S
CONNECT TO EX.
SANI.
INV=932.35
33 LF 8" SANI PVC@ 1.0%
STUB INV=932.68
57 LF 6" WATER SERVICE
MH OVER EX. SAN.
RIM=925.85
INV=915.40 W
INV=915.22 +/- N/S
72 LF 8" SANI PVC
@ 1.0%
118 LF
8
"
S
A
N
I
P
V
C
@
1
.
0
%
8" SANI SERVICE
INV: 918.16
CBMH
RIM=928.70INV=922.37
53 LF 12" RCP @ 0.5%
CBMH
RIM=928.65
INV=924.95
CB
RIM=928.45
INV=925.00
ROOF LEADER
18 LF 12" PVC @ 1.0%INV=925.13
SANI MH 1
RIM=928.7INV=916.22 NW
INV=916.12 SE
CBMH
RIM=932.25
INV=927.09 N
INV=926.0 W
WET TAP EX. 8" WATER
W/8"x6" TEE
9 LF 12" RCP @ 1.5%
CBMH
RIM=932.00INV=928.0 N
INV=926.0 E
68 LF 12" PVC @ 1.0%
ROOF LEADER
INV=928.68
15" GRATE
RIM=923.0
INV=916.96
87 LF 8" PVC
@ 1.0%
15" GRATE
RIM=922.75
INV=917.82
85 LF 8" PVC
@ 2.0%
15" GRATERIM=925.5
INV=919.52
81 LF 8" PVC
@ 2.0%
2x400 LF 6" PVC DRAINTILE
INV=922.75
6" CLEANOUT @ ENDS
200 LF 6" WATER SERVICE
4" SANI SERVICE
1.5" WATER SERVICE
TRENCH DRAIN 66' @ 0.5%
ACO KLASSIC DRAIN W/MHRIM-934.03INV-933.53 WINV-933.20 EINV-931.60 DROP
TRENCH DRAIN 114' @ 0.5%ACO KLASSIC DRAINRIM-934.4INV-933.50
28 LF 12" PVC
@ 0.5%
3-30' @ 1.0% 4" DRAINTILEFINGER DRAINS FOR ARTIFICIAL
TURF
104 LF 12" PVC @ 4.0%
MH
RIM=934.05
INV=931.5 W
INV=930.25 S
INV-933.36 N
66 LF 8" SANI PVC @ 1.0%
SANI MH 2
RIM=934.2
INV=916.98 W
INV=916.88 S
26 LF 12" RCP @ 0.5%
CBMH
RIM=928.80
INV=925.0 W
ORIFICE=925.25
WEIR=925.75
INV DT=922.60
INV=922.50 SE
WET TAP EX. 8" WATER
W/8"x6" TEE
11 LF 18" PVC @ 0.5%
7 LF 12" RCP @ 1.0%
STORMTRAP ST1 4'6"
55.2' X 99.5'
TOP=927.25
TOP SAND=924.75
INV=922.75
8 LF 15" PVC @ 2.0%
N
SCALE IN FEET
0 20 40
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 01 /26 / 2023 1:46 PMW:\2021\21062\CADD DATA\CIVIL\_dwg Sheet Files\Jesters Restaurant\C4-1 UTILITY PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
GRANDVIEW
YARD -
RESTAURANT
EDINA, MN
Review Date
SHEET INDEX
License No.
Date
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 Professional Engineer under the
laws of the State of Minnesota.
Michael J. St. Martin - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
24440
21062
MJS
IWF
MJS
01-19-23
.
01-05-23 CITY SUBMITTAL
01-26-23 CITY COMMENTS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C4-1 UTILITY PLAN
UTILITY PLAN
C4-1
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%972.5
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
UTILITY NOTES
1.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED
AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE MINNESOTA
PLUMBING CODE, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL.
ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM
SPECIFICATION AND THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS
OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND
BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE
NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,
OR WORK IMPACTING PUBLIC UTILITIES. CONTRACTOR TO OBTAIN ALL UTILITY
CONNECTION PERMITS FROM CITY OF AUSTIN PUBLIC WORKS DEPARTMENT PRIOR TO
STARTING CONSTRUCTION.
4.ALL STORM SEWER, SANITARY SEWER, AND WATER SERVICES SHALL TERMINATE 5' FROM
THE BUILDING FACE UNLESS OTHERWISE NOTED.
5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL
SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE
NOTED.
6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER.
EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION
TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST
WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES
AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED
WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED.
7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF
PAVEMENT UNLESS OTHERWISE NOTED.
8.PROPOSED PIPE MATERIALS:
WATERMAIN DIP 6"/8" DIAMETER
SANITARY SEWER PVC SCH 40 8" DIAMETER
STORM SEWER PVC SCH 40 6"/8" DIAMETER
RCP 12"/15" DIAMETER
9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SCH 40.
10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED
WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED
ACCORDANCE WITH MINNESOTA RULES, PART 4714.
11.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR FOUNDATION DRAINTILE.
12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER JOINTS
MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS,
AND OTHER STRUCTURES.
13.THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN IN ADDITION TO REQUIREMENTS
SET FORTH IN THE CITY OF SOUTH ST PAUL SPECIAL PROVISIONS TO CEAM 2611 AND 2621
AND CITY OF SOUTH ST PAUL DETAIL PLATES
14.HIGH-DENSITY POLYETHYLENE (PERFORATED HDPE) STORM DRAINS MUST COMPLY WITH
MINNESOTA RULES, PART 4714:
a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
c.ALL FITTINGS MUST COMPLY WITH ASTM D3212.
d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #13
Restaurant
Floor Plans
8636.00 | 01-06-2023
FLOOR PLANS
76'-1 1/2"5'-10"
UP MAIN FLOORUPPER LEVELLOWER LEVEL01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #14
Restaurant
Visualizations
8636.00 | 01-06-2023
VISUALIZATIONS
Trees hidden
for clarity
Trees hidden
for clarity
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Restaurant at
Grandview Yard
5146 Eden Avenue South
Edina, MN 55436
Developer (Restaurant)
JESTER CONCEPTS
730 N. Washington Ave., Minneapolis, MN 55401
Brent Frederick, Owner
(612) 354-3135
brent@jesterconcepts.com
Architect (Restaurant)
SHEA
10 S. Eighth St., Minneapolis, MN 55402
Jordan Brookens, Project Manager
(612) 594-4232
jordan.brookens@sheadesign.com
Landscape Architect
CONFLUENCE
530 N. 3rd St. #120, Minneapolis, MN 55401
Terry Minarik, Principal
(952) 451-0144
tminarik@thinkconfluence.com
Civil Engineer
LOUCKS
7200 Hemlock Ln. N. #300, Maple Grove, MN 55369
Michael J. St. Martin, President, Principal
(763) 496-6720
MStMartin@loucksinc.com
Sheet #15
Restaurant
Visualizations
8636.00 | 01-06-2023
VISUALIZATIONS
Trees hidden
for clarity
Trees hidden
for clarity
01-27-2023 CoverTeamLocationStatement of UseSite PlanLandscape PlanElevations & Building MaterialsCivil SheetsFloor PlansVisualizations
Survey Responses
Public Hearing Comments-5146 Eden Ave
Better Together Edina
Project: Public Hearing: Former Public Works Site- 5146 Eden Avenue Site Plan
VISITORS
12
CONTRIBUTORS
3
RESPONSES
3
0
Registered
0
Unverified
3
Anonymous
0
Registered
0
Unverified
3
Anonymous
Respondent No:1
Login:Anonymous
Email:n/a
Responded At:Feb 03, 2023 11:39:08 am
Last Seen:Feb 03, 2023 11:39:08 am
IP Address:n/a
Q1.First and Last Name Scott Sans
Q2.Address 5028 Hankerson Ave
Q3.Comment
Hello. My family lives within walking distance of this site and we are very excited about the proposal for the restaurant and
greenspace. I have two small children and imaging this being a great place to spend an evening and then have dinner.
hoping the project moves along quickly.
Respondent No:2
Login:Anonymous
Email:n/a
Responded At:Feb 07, 2023 13:08:01 pm
Last Seen:Feb 07, 2023 13:08:01 pm
IP Address:n/a
Q1.First and Last Name Dave Young
Q2.Address 250 Nicollet Mall Ste 500
Q3.Comment
As the developer of the 86-unit senior cooperative located to the south of this site, United Properties supports the site plan
proposed by Jesters Concepts. We are excited to share in the vision of Grandview Yards and to bring a mix of residential,
commercial food service, and a city green space to this community. This development is a great example of successful
collaboration between parties. United Properties understands Jesters Concepts use of wood burning stoves as part of their
operations, and do not have concerns with their approach.
Respondent No:3
Login:Anonymous
Email:n/a
Responded At:Feb 27, 2023 07:00:31 am
Last Seen:Feb 27, 2023 07:00:31 am
IP Address:n/a
Q1.First and Last Name Valerie Gothrud
Q2.Address 5275 Grandview Square
Q3.Comment
I think it's great that there is a restaurant going in. I think we need another one in the area since it there is a lot of
congestion, a lot of people right now, and multiple housing which is a concern. It is already very congested. I am very
concerned there there will not be enough parking there. If there is not enough parking, people are going to end up parking
on the street there and over at Hilltop. Hilltop restaurant is a good example of how at night they just don't have enough
parking and they're all out on the street down that same particular Eden Avenue. As long as there is enough parking for the
residents of the proposed building, the senior co-op, and also the restaurant there should be no problem. That's basically all I
have to say. Thank you very much. (Voicemail received 2-25-23 at 5:52 PM and transcribed by City Staff)
Date: March 7, 2023 Agenda Item #: IX.A.
To:Mayor and City Council Item Type:
Minutes
From:Andrew Scipioni, Transportation Planner
Item Activity:
Subject:Minutes: Transportation Commission, Jan. 19, 2023 Information
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
None; information only.
INTRODUCTION:
Receive minutes of the Transportation Commission from January 19, 2023.
ATTACHMENTS:
Description
Minutes: Transportation Commission, January 19, 2023
Draft Minutes☐
Approved Minutes☒
Approved Date: February 16, 2023
Minutes
City Of Edina, Minnesota
Transportation Commission
City Hall Community Room
January 19, 2023
I. Call To Order
Chair Johnson called the meeting to order at 6:00 p.m.
II. Roll Call
Answering roll call: Commissioners Ahler, Brown, Lewis, McCarthy, Plumb-Smith, Rubenstein, Sweeney,
Johnson
Late: Commissioner Kanti Mahanty
Absent: Commissioner Kitui, Richman
Staff present: Transportation Planner Andrew Scipioni
III. Approval of Meeting Agenda
Motion was made by Commissioner Rubenstein and seconded by Commissioner Plumb-
Smith to approve the agenda. All voted aye. Motion carried.
IV. Approval of Meeting Minutes
Motion was made by Commissioner Ahler and seconded by Commissioner Brown to
approve the December 15, 2022 meeting minutes. All voted aye. Motion carried.
V. Special Presentations/Recognitions
A. Bicycle Friendly Community Report Card
Liaison Scipioni reviewed the City’s 2022 BFC Report Card from the League of American Bicyclists with
the Commission.
B. Wooddale Avenue Bridge Project
Liaison Scipioni introduced the Wooddale Avenue bridge project to the Commission and discussed the
historic consultation, the procedural requirements, and the stakeholder engagement underway.
VI. Community Comment
None.
VII. Reports/Recommendations
C. 2023 Work Plan Updates
• #1 Pedestrian Crossing Policy Review – No update.
• #2 Bicycle Network Planning for Bikes and Transportation – Subcommittee will use
the 2018 Pedestrian and Bicycle Master Plan as blueprint to guide this initiative. Requested
street reconstruction information and Hennepin County contacts from staff.
• #3 France Avenue Corridor Review – Requested Hennepin County contacts from staff.
• #4 Boulevard Tree Planting – Already collected data on potential opportunities.
Draft Minutes☐
Approved Minutes☒
Approved Date: February 16, 2023
• #5 Cahill Small Area Plan – Commissioner Kitui absent, no update provided. Next public
workshop is Tuesday, February 21, 7-9 p.m. at Public Works.
• #6 Parking – Planning Commission lead (Alkire) will set up a meeting in early March. EEC
representative is Commissioner Schima. Planning expects to develop a roadmap for
Council/Commissions on parking initiatives. ETC will inquire whether bike parking can be
included.
VIII. Chair and Member Comments – Received.
Commissioner Kanti Mahanty arrived at 6:49 p.m.
IX. Staff Comments – Received.
A. Additional Sidewalks for Morningside C Roadway Reconstruction
Liaison Scipioni updated the Commission on staff’s recommendation to add sidewalks on Kipling
Avenue, Monterey Avenue, and W 40th Street as part of the upcoming reconstruction project. City
Council approved staff’s recommendation at their January 17 regular meeting.
X. Adjournment
Motion was made by Commissioner Lewis and seconded by Commissioner Rubenstein to
adjourn the January 19, 2023 regular meeting at 7:01 p.m. All voted aye. Motion carried.
TRANSPORTATION COMMISSION ATTENDANCE
J F M A M J J A S O N D # of Mtgs Attendance %
Meetings 1 1
SEAT NAME
1 Ahler, Mindy 1 1 100%
2 Rubenstein, Tricia 1 1 100%
3 Richman, Lori 0 0%
4 Lewis, Andy 1 1 100%
5 Johnson, Kirk 1 1 100%
6 Brown, Chris 1 1 100%
7 Kitui, Janet 0 0%
8 McCarthy, Bruce 1 1 100%
9 Plumb-Smith, Jill 1 1 100%
10 Kanti Mahanty, Stephen (s) 1 1 100%
11 Sweeney, Isaiah (s) 1 1 100%
Date: March 7, 2023 Agenda Item #: IX.B.
To:Mayor and City Council Item Type:
Minutes
From:Gillian Straub, City Management Fellow
Item Activity:
Subject:Minutes: Human Rights and Relations Commission,
Jan. 24, 2023
Information
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
None.
INTRODUCTION:
Receive minutes of the Human Rights and Relations Commission from the January 24, 2023, meeting.
ATTACHMENTS:
Description
HRRC Minutes: January 24, 2023
Draft Minutes☐
Approved Minutes☒
Approved Date: 02/28/2023
Minutes
City of Edina, Minnesota
Human Rights & Relations Commission
Edina City Hall, Community Room
January 24, 2023, 7 p.m.
I. Call to Order
Chair Epstein called the meeting to order at 7:07 p.m.
II. Roll Call
Answering Roll Call: Chair Epstein, Commissioners Felton, Bennett, Segall, Stringer Moore; and Student
Commissioner Ahluwalia.
Staff Present: Heidi Lee, Race & Equity Manager and Gillian Straub, City Management Fellow
Absent: Commissioners Ismail and Guadarrama, and Student Commissioner Jain.
III. Approval of Meeting Agenda
Motion by Commissioner Felton to approve the January 24, 2023, meeting agenda, seconded
by Commissioner Stringer Moore. Motion carried.
IV. Approval of Meeting Minutes
Motion by Commissioner Bennett to approve the November 15, 2022, meeting minutes,
seconded by Commissioner Segall. Motion carried.
Motion by Commissioner Bennett to approve the December 6, 2022, meeting minutes,
seconded by Commissioner Segall. Motion carried.
V. Special Recognitions and Presentations
A. Presentation by Andrew Scipioni, Transportation Planner, City of Edina
• Andrew Scipioni presented “If These Streets Could Talk,” a historic overview of street
names in Edina, covering the cultural, geographical, faith, and institutional roots of
numerous street names.
Student Commissioner Jain arrived at 7:09 p.m.
VI. Community Comment
Carolyn Jackson, 5716 Continental Drive, thanked the Commission for their work on events and projects.
Draft Minutes☐
Approved Minutes☒
Approved Date: 02/28/2023
VII. Reports/Recommendations
A. 2022 Human Rights & Relations Commission Work Plan Update
• The Commission discussed the Work Plan with the following updates:
o Initiative #1: Coordinate Sharing Values, Sharing Communities Event
• Initiative complete.
o Initiative #2: Coordinate Days of Remembrance to be held in alignment with the
United States 2022 commemoration date.
• Initiative complete.
o Initiative #3: Respond to bias events as described by the Bias Event Plan and
receive updates from the Police Department quarterly
• HRRC received update at the October 25, 2022 meeting.
o Initiative #4: Tom Oye Award
• Initiative complete.
o Initiative #5: Study and report on City facility naming policy/criteria
• Commissioner Bennett introduced the work of the subcommittee
researching and recommending principles and process for City facility
naming policy and criteria. The Commission discussed edits and
additions to the report, and the subcommittee will receive edits for 1
week.
o Initiative #6: Following completion of the staff development of internal
process, assist staff with the promotion of City’s Form to Report Bias or
Discrimination
• Initiative incomplete.
B. 2023 Human Rights & Relations Commission Work Plan Update
• Staff Liaison Lee introduced the approved 2023 work plan, including:
o Initiative 1: Sharing Values, Sharing Communities Event
o Initiative 2: Days of Remembrance Event
o Initiative 3: Bias and Discrimination Event Response
o Initiative 4: Tom Oye Award
o Initiative 5: Climate Action Plan HS 4-3
o Initiative 6: Juneteenth Community Celebration
1. Staff Liaison Lee provided updates on the planning process, including
community feedback and outreach to vendors and artists. Commissioners
provided feedback for Staff Liaison Lee.
o Initiative 7: Bias and Discrimination Event Response Plan Review
C. Draft Advisory Communication
• Commissioner Segall introduced the draft report and received comments on the use of
the term cake eater. Staff Liaison Lee advised on how the Council will receive the advisory
communication.
Draft Minutes☐
Approved Minutes☒
Approved Date: 02/28/2023
Motion by Commissioner Felton to adopt the advisory communication as drafted with one
revision to change “and” to “an” in the City Goal section. Seconded by Stringer Moore.
D. Land Acknowledgement Update
• Commissioner Stringer Moore relayed public requests to look into the land
acknowledgement process. Commissioners discussed surrounding communities’ actions,
requirements for land acknowledgement, and other actions associated with land
acknowledgement.
E. Annual Process – Voting on Chair and Vice Chair
• Staff Liaison Lee reviewed the process for applying to boards and commissions, and the
role and responsibilities of the chair and vice chair. Chair Epstein reviewed the annual
process of electing a new chair and vice chair as commissioners’ terms end.
Student Commissioner Ahluwalia left at 8:57 p.m.
Student Commissioner Jain left at 9:03 p.m.
VIII. Chair and Member Comments
• Received.
IX. Staff Comments
• Received.
X. Adjournment
Motion by Commissioner Segall to adjourn the meeting, seconded by Commissioner Felton.
Motion carried.
Meeting adjourned at 9:07 p.m.
Date: March 7, 2023 Agenda Item #: X.A.
To:Mayor and City Council Item Type:
Other
From:Scott H. Neal, City Manager
Item Activity:
Subject:Report on Status of Tobacco Ordinance Litigation Information
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
None.
INTRODUCTION:
I will provide a status update on the Tobacco Ordinance litigation.
Date: March 7, 2023 Agenda Item #: X.B.
To:Mayor and City Council Item Type:
Other
From:Scott H. Neal, City Manager
Item Activity:
Subject:Report on Cornelia View Apartment Project Information
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
None.
INTRODUCTION:
I will provide a status update on the Cornelia View Apartment project.
Date: March 7, 2023 Agenda Item #: X.C.
To:Mayor and City Council Item Type:
From:
Item Activity:
Subject:Prep Memo Mar. 7, 2023
CITY OF EDINA
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
ACTION REQUESTED:
INTRODUCTION:
ATTACHMENTS:
Description
Prep Memo for Mar. 7, 2023
From: Scott H. Neal <sneal@EdinaMN.gov>
Sent: Tuesday, March 7, 2023 2:12 PM
To: jhovland@hovlandrasmus.com; James Pierce <JPierce@EdinaMN.gov>; Carolyn Jackson
<CJackson@EdinaMN.gov>; Kate Agnew <kagnew@EdinaMN.gov>; Julie Risser <jrisser@EdinaMN.gov>
Cc: Lisa Schaefer <LSchaefer@EdinaMN.gov>; Sharon Allison <SAllison@EdinaMN.gov>; Cary Teague
<cteague@EdinaMN.gov>
Subject: Prep Memo for the March 7, 2023 City Council Work Session and Meeting
Good Afternoon Everyone –
Here’s what I have for your prep for tonight’s work session and
meeting.
WORK SESSION
The Work Session tonight is entirely dedicated to sharing the proposed
Fire Station 2 building and site plan with the Council in your capacity as
the “owners” of the new facility. You will get your opportunity to
comment on it as regulators later in sketch plan review. We don’t need
any action from the Council on the proposal tonight, but are happy to
take your feedback.
COUNCIL MEETING
Council Member Risser has requested that Consent Agenda items E and
F be removed from the Consent Agenda for further discussion. Staff will
be prepared to respond to the questions at the Council meeting.
Staff will recommend the Council table action on R&R agenda item
VIII.C. and continue it to the Council’s April 4, 2023 meeting agenda to
address the two issues raised since the public hearing:
Concerns about future commercial use on the site.
The City Code provision that requires no residential use on the
first floor or basements of PCD- 1 property.
If the Council is supportive of the subdivision of the property, the City
Attorney has recommended the following process to resolve these
issues:
Rezone the site to PUD. In the PUD Ordinance, commercial use
would not be allowed by City Code, and multifamily residential
use would be the only use allowed. Residential use would be
allowed on the first floor with the establishment of this new
residential PUD District. The ordinance would only allow the
development that was approved by the City Council in 2021, along
with the Variances that were also approved.
Conduct a public hearing for the rezoning by the Planning
Commission on March 29, 2023, with the Public Hearing for City
Council on April 4. The City Council could then take action on the
Rezoning and Subdivision on April 4.
This could all be done within the state’s 60-day rule.
That’s all I have right now.
See you all tonight,
Scott
Scott H. Neal, City Manager
952-826-0401 | Fax 952-826-0390
sneal@EdinaMN.gov | EdinaMN.gov
Follow me on Twitter.