05-12-2025 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION
Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the
lower level of City Hall and are open to the public. If the City Council does not complete the work
session items in the time allotted, the remaining items will be considered after the regular agenda.
Public comment is not allowed at the work session.
A.1 Detached Accessory Dwelling Unit Draft Ordinance Review
A.2 Fire Department Staffing Update
A.3 City Council Roundtable
A.4 Future Work Session Schedule
B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance)
C.PUBLIC ANNOUNCEMENTS
C.1 Presentation of 2025 Arbor Day Poster Contest Winners
C.2 Recognizing Maud Duggan as the Chanhassen Rotary 2025 Distinguished Service Award
recipient
D.CONSENT AGENDA
All items listed under the Consent Agenda are considered to be routine by the city council and will
be considered as one motion. There will be no separate discussion of these items. If discussion is
desired, that item will be removed from the Consent Agenda and considered separately. City
council action is based on the staff recommendation for each item. Refer to the council packet for
each staff report.
D.1 Receive Planning Commission Minutes dated April 8, 2025
D.2 Receive Planning Commission Minutes dated April 15, 2025
AGENDA
CHANHASSEN CITY COUNCIL
MONDAY, MAY 12, 2025
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
1
D.3 Approve Claims Paid dated May 12, 2025
D.4 Consider Preliminary Plat and Final Plat application for Chanhassen Bluffs
D.5 Award Design Contract for Rehabilitation of Wells 8 and 11
D.6 Sale of Wetland Banking Credits from Chanhassen's Wetland Bank #127 to BWSR
D.7 Authorize Construction Services Contract for Rain Gardens associated with the 2024
Pavement Rehabilitation Project City Project 24-01.
D.8 Approve Minor Planned Unit Development (PUD) Amendment to Chanhassen Retail Center
Planned Unit Development (Planning Case 2025-09)
D.9 Ordinance XXX: Amending Chapter 1 and Chapter 20 regulating attached and internal
accessory dwelling units
E.VISITOR PRESENTATIONS
Visitor Presentations requesting a response or action from the City Council must complete and
submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda).
F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE
F.1 Quarterly Fire Department Update & 2024 Annual Report Overview
G.PUBLIC HEARINGS
G.1 Resolution 2025-XX: Accept the Bids and Award the Contract for the 2025 City Pavement
Rehabilitation Project; and Resolution 2025-XX: Adopt Final Assessment Roll for the 2025
City Pavement Rehabilitation Project; and Resolution 2025-XX: Approving the establishment
and execution of the Volunteer Rain Garden Program associated with the 2025 City
Pavement Rehabilitation Project.
H.GENERAL BUSINESS
I.COUNCIL PRESENTATIONS
J.ADMINISTRATIVE PRESENTATIONS
J.1 Pioneer Ridge Tree Removal Update (Planning Case 25-01)
K.CORRESPONDENCE DISCUSSION
K.1 4th of July Parade Update
K.2 First Quarter 2025 Economic Development Activity Report
L.ADJOURNMENT
GUIDELINES FOR VISITOR PRESENTATIONS
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Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the
Chanhassen City Council wishes to provide an opportunity for the public to address the City Council.
That opportunity is provided at every regular City Council meeting during Visitor Presentations.
Anyone seeking a response or action from the City Council following their presentation is
required to complete and submit a Citizen Action Request Form. An online form is available at
https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers
prior to the meeting.
A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen
residents. An additional thirty minutes may be provided after General Business items are
complete at the discretion of the City Council.
Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the
Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be
addressed to the City Council as a whole, not to any specific member(s) or to any person who is
not a member of the City Council.
If there are a number of individuals present to speak on the same topic, please designate a
spokesperson that can summarize the issue.
Limit your comments to five minutes. Additional time may be granted at the discretion of the
Mayor. If you have written comments, provide a copy to the Council. Comments may also be
emailed to the City Council at council@chanhassenmn.gov.
During Visitor Presentations, the Council and staff listen to comments and will not engage in
discussion. Council members or the City Manager may ask questions of you in order to gain a
thorough understanding of your concern, suggestion or request.
Please be aware that disrespectful comments or comments of a personal nature, directed at an
individual either by name or inference, will not be allowed. Personnel concerns should be
directed to the City Manager.
Members of the City Council and some staff members may gather at Tequila Butcher, 590 West
79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the
public are welcome.
3
City Council Item
May 12, 2025
Item Detached Accessory Dwelling Unit Draft Ordinance Review
File No.Item No: A.1
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Rachel Jeske, Planner
Reviewed By Eric Maass
SUGGESTED ACTION
No formal action; general discussion only.
Motion Type N/A
Strategic
Priority Development & Redevelopment
SUMMARY
City Council requested additional work session time to consider a potential ordinance regulating
detached Accessory Dwelling Units (ADUs). Specifically based on the previous discussion, the City
Council was interested in learning more about the properties zoned as Residential Single Family (RSF)
and the size of those parcels, as it may relate to the potential space and available impervious lot
coverage for a detached ADU.
The attached ordinance is drafted to allow detached ADU's through a CUP process in the A2, RR, and
RSF properties. City staff will request feedback from the City Council as to the minimum lot size that a
property which is zoned RSF should be in order to be eligible to apply for a CUP to request a detached
ADU.
Attached to this case is a map showing properties which are zoned as RSF and the variety in lot size
within that zoning district.
BACKGROUND
4
DISCUSSION
BUDGET
RECOMMENDATION
No formal recommendation.
ATTACHMENTS
Draft Ordinance - Detached Accessory Dwelling Units
Community Map - RSF properties by size
5
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 1 AND CHAPTER 20
CHANHASSEN CITY CODE,
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS:
Section 1. Section 1-2 of the City Code, City of Chanhassen, Minnesota, is hereby amended to
include the following:
Section 1-2 Rules of Construction and Definitions
Detached Accessory Dwelling Unit, means a residential dwelling unit that is subordinate and
clearly incidental to a primary structure, located on the same lot as a single-family dwelling unit,
not within the same building as the single-family dwelling unit but which has its own kitchen,
bathroom, living, and sleeping area.
Section 2. Section 20-574 of the City Code, City of Chanhassen, Minnesota, which regulates the
A-2 Agricultural Estate zoning district is hereby amended with subsection (a) to read as follows:
(a) Detached Accessory Dwelling Unit (subject to the requirements of section 20-270)
Section 3. Section 20-594 of the City Code, City of Chanhassen, Minnesota, which regulates the
RR Rural Residential zoning district is hereby amended with subsection (e) to be established and
to read as follows:
(e) Detached Accessory Dwelling Unit (subject to the requirements of section 20-270)
Section 4. Section 20-614 of the City Code, City of Chanhassen, Minnesota, which regulates the
RSF Residential Single Family zoning district is hereby amended with subsection (b) to read as
follows:
(b) Detached Accessory Dwelling Unit (subject to the requirements of section 20-270)
6
Section 5. Section 20-261 of the City Code, City of Chanhassen, Minnesota, is hereby amended
to read as follows:
Section 20-261 Reserved Detached Accessory Dwelling Units
The following conditions will apply to Detached Accessory Dwelling Units:
(a) Height - no taller than the principal structure. In the A2 and RR districts, height of
Detached Accessory Dwelling Unit may exceed the height of the principal structure if
located above a garage but shall not exceed the maximum height restriction of the
underlying zoning district.
(b) Setbacks - shall meet all building setbacks required by the underlying zoning district.
(c) Occupancy - may not be used as a rental building.
(d) Size - shall be at least 200 square feet in size but less than 960 square feet in area.
(e) Bedrooms - no more than one bedroom.
(f) Number of Detached Accessory Dwelling Unit's - no more than one ADU allowed on
any one property inclusive of both attached and detached ADUs.
(g) Structure - shall have a permanent foundation with no wheels.
(h) Impervious Lot Coverage - Maximum impervious lot coverage standards established
by the underlying zoning district shall be adhered to.
(i) Architectural Design - Detached Accessory Dwelling Unit shall incorporate similar
architectural styles, roof pitch, colors, and materials as the principal building on the
lot.
(j) Parking - Driveway access. No additional driveway access to a public or private road
will be allowed for a Detached Accessory Dwelling Unit.
(k) Utilities - Unless otherwise approved by the City Engineer, the Detached Accessory
Dwelling Unit shall not have separate public sewer or water utility services from the
principal structure.
(l) Building, Fire, Property Maintenance Code - Detached Accessory Dwelling Unit shall
abide by and follow the Building, Fire, and Property Maintenance code.
(m) Screening - Detached Accessory Dwelling Units may require year-round vegetative
screening based on review by the City and at the sole discretion of the City Council.
Section 6. This ordinance shall be effective immediately upon its passage and publication.
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PASSED AND ADOPTED this ___day of _____, 2025, by the City Council of the City
of Chanhassen, Minnesota
______________________________ ________________________________
Jenny Potter, City Clerk Elise Ryan, Mayor
(Published in the ____________ on ______________________________)
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Lake
Virginia
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Lake
Lotus Lake
Lake Susan Rice Marsh
Lake
Lake Riley
Rice Lake
Lake
Minnewashta
Lake Ann
Lake Lucy
ST18
ST14
ST15
ST17
ST61
SA5
SA7
SA5
SA101
SA41
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Lyman Blvd
Audubon RdPioneer TrlGalpinBlvdPowersBlvd
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dST101
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Document Path: K:\Departments\Planning\Detached Accessory Dwelling Units.aprxDate Created: 5/7/2025
Created By: City of Chanhassen - Engineering Department µ0 0.5
Mile
0 3,000
Feet
Residential Single Family Parcels (by size)
City of Chanhassen
Legend
0.00 - 0.34 acres
0.34 - 0.40 acres
0.41 - 0.50 acres
0.50 - 1.0 acres
1.0 - 1.5 acres
1.5 - 2.5 acres
2.5 acres and greater
9
City Council Item
May 12, 2025
Item Fire Department Staffing Update
File No.Item No: A.2
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Andrew Heger, Fire Chief
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Operational Excellence
SUMMARY
Staff will present an overview of key topics, including the current staffing plan, incident response data,
and projected future needs as the community continues to grow. The purpose of this presentation is to
proactively address potential challenges related to service delivery. Input from the City Council will be
valuable in shaping and guiding future planning efforts to ensure continued high-quality service.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
10
ATTACHMENTS
Fire Department Update
11
Fire Department
Update
May 12th, 2025
12
Topics
•Customer service
•Review previous staffing plan
•Incident data
•Staffing
•Facility
13
Customer Service
•Timely response
•Fire growth
•Improved patient outcomes
•Adequate resources to address the customer’s issue
•Be nice!
14
Previous Staffing Plan
Phase 1-April 2022-Hire 2 daytime firefighters 10-hour shifts
Phase 2-January 2023-Add 3 response captains. Captains work
24-hour shifts, firefighters work 12-hour shifts.
Phase 3-January 2024-Add third fulltime firefighter. Move to
24/7 shift coverage. POC staff filling third seat.
?Phase 4-Add 3 additional full-time firefighters.
?Phase 5-Add 3 Battalion Chiefs.
15
Incident Data
16
Where we’ve been
1197
1359
1482
0
200
400
600
800
1000
1200
1400
1600
2022 2023 2024
Incidents
Incidents
17
Where we are going
1607
1768
1944
2139
2353
0
500
1000
1500
2000
2500
2025 2026 2027 2028 2029
Incidents
Incidents
18
What's Driving this Change?
•Aging population
•Growth of community
•Specialized care facilities
•More reliance on emergency services
19
What is response time?
•PSAP processing time-911 call to dispatch
•Turnout time-Dispatch to departing the station
•Travel time-Departing the station to arrival on scene
•PSAP processing time + Turnout time + Travel time=Total response
time
20
Response Time Impacts
azheartrhthymcenter.comHome Fire Safety Coalition
21
Changing Fire Dynamics
•16-17 firefighters to fight a
typical fire in a 2,000 sq ft single
family home (NFPA 1710)
•All firefighters work
simultaneously
•Operational within 11:30
22
Response Time Standards
NFPA 1710
Performance
NFPA 1720
Performance
Industry Best Practices
Performance
Call Processing 64 sec 95% of the time
or 106 sec 99%
Turnout 90 sec fire 90% of time
60 sec EMS 90% of
time
Call Processing 90 sec
Turnout 80 sec fire
60 sec EMS
>Urban demand zone
1000 people sq/mi
15 firefighters,
response time 9
minutes 90% of the
time
Turnout 2 min
Travel (First due
engine)
4 min 90% of the time Suburban demand
zone
500-1000 people
sq/mi
10 firefighters,
response time 10
minutes 80% of the
time
Travel 4 min
Travel (Second due
engine)
6 min 90% of the time Rural demand zone
<500 people sq/mi
6 firefighters,
response time 14
minutes 80% of the
time
First unit call to arrival 7 min 30 sec
Effective Response
Force Call to arrival 2
engines 1 ladder
11 min 30 sec
23
Total
Response
Time
Reach
7.5 & 8.5
minutes
24
2024 Response Data-Community Wide
25
City of Chanhassen Response Zones
North Box
73%
West Box
18%
South Box
8%
Mutual Aid
1%
Incident Count
North Box West Box South Box Mutual Aid
26
City of Chanhassen
2024 Incident
Responses
Fire Station Response Time
27
North Box Response Data-2024
904
1009
1079
800
850
900
950
1000
1050
1100
2022 2023 2024
Three Year Incident History
Number of Incidents
28
West Box Response Data-2024
157 165
270
0
50
100
150
200
250
300
2022 2023 2024
Three Year Incident History
Number of Incidents
29
South Box Response Data-2024
114
147
113
0
20
40
60
80
100
120
140
160
2022 2023 2024
Three Year Incident History
Number of Incidents
30
Overlapping
Incidents
2024-2022
Overlapping Incident Count Incident Count % Incident Count
N/A 1368 92.31%
1 107 7.22%
2 7 .47%
Overlapping Incident Count Incident Count % Incident Count
N/A 1256 92.42%
1 98 7.21%
2 5 .37%
Overlapping Incident Count Incident Count % Incident Count
N/A 1125 93.53%
1 74 6.16%
2 3 .25%
2024
2023
2022
31
Average Response Times & Staffing Impact
921
1002
917
1078
1197
1359
1482
1607
3 3 4 4 7 9 10 10
0
200
400
600
800
1000
1200
1400
1600
1800
6:41 6:53 6:39 6:56 6:25 7:58 9:13 7:46
2018 2019 2020 2021 2022 2023 2024 2025
Call Volume Full Time Personnel
32
Ridgeview Ambulance Response Time
7:32
9:02 9:06
0:00
1:12
2:24
3:36
4:48
6:00
7:12
8:24
9:36
2022 2023 2024
Average Response Time
Minutes
33
UrbanLogiq-
Fire Risk in
the
Community
34
UrbanLoqiq-
Fire Risk in
the
Community
35
UrbanLogiq-Fire Risk in the Community
36
UrbanLogiq-Five Year Fire History
37
Future Demand
38
Staffing
39
Today’s Staffing Model
•Combination fire department
•10 full time positions
•24 paid on call positions
40
Full Time Staffing
•Chief
•Assistant Chief
•Captains (4)
•Firefighters (3)
•Community Risk Reduction Specialist
41
Paid on Call Firefighters
•20 paid on call firefighters
•Firefighters work a minimum of 18 hours per month on shift
•Shifts are generally nights and weekends
•Opportunity to work for fulltime staff when out on PTO
42
Paid on Call Battalion Chiefs
•Four paid on call Battalion Chiefs
•Battalion Chiefs work an average of 125 hours per month on call
•Respond to more serious incidents to provide an enhanced level of
supervision and safety
•Assist in covering overlapping incidents
43
Firefighter Pensions
•Pensions for paid-on call firefighters are administered through a relief
association.
•Relief associations introduced in the late 1970’s
•After vesting, firefighters are paid a defined benefit upon retirement
•Funded through insurance premium surcharges and investment
earnings-”2% money”
44
Firefighter Pensions, cont.
•Today, 100% of state funds go towards paid on call
•Does not reflect current staffing model
•Partial benefits at 5 years, 40%
•Full benefits are not realized until 20 years
•Bylaw language has been introduced to the relief for future
conversion opportunities
45
Staffing Outcomes
•Right resource for the right response
•Reduced call demands for law enforcement
•More predictable model for staffing
46
Facility
47
History of the Fire Station
•Originally constructed in 1966 as the village hall
•Remodel/additions in 1981 & 1988
•Offices converted to bedrooms in 2020
•Kitchen remodel in 2023
48
2021 Facility Assessment
•Recommended
alternations to the
building
•Project not currently
included in any budget
plans
49
Evolving Staffing Model
•Current facility has no capability to house any additional fire
department staff in its current condition.
•Response times impacted by facility
50
Firefighter Health & Safety Challenges
•Cancer
▪9% higher risk of diagnosis and 14% higher risk of dying
▪More than 68% of all firefighters will develop cancer in their lifetime-NFPA
▪WHO declared firefighting to be carcinogenic occupation
•Cardiac
▪Leading cause of firefighter LODD-39 deaths in 2024
•Emotional Wellness
▪IAFF Survey 47% considered suicide, 19% made plans, 16% attempted
▪30% PTSD rate
*Source: MnFIRE Initiative
51
Fire Station Air Quality
January 17th, 2025, Structure Fire
52
Fire Station
Air Quality
53
Hot-Warm-
Cold Zone
Concept
54
Future Considerations
55
Response Time Standard
•Adoption of a response time standard across the community.
•Help guide decision making related to staffing, apparatus, and
facilities.
•Fractile approach 80% or 90% compliance
•Example: 7:30 response time 90% of the time or greater
56
Fire Station Space Needs Analysis
•Conducted by a firm with fire station design experience
•Incorporate best practice considerations for firefighter health and
safety into recommendations
•Develop a plan to maximize the current facility
•Allow for continued growth of evolving staffing model
57
Staffing Consultant
•Develop future staffing recommendations & timeline
•Identify future facility locations
•Develop standards of coverage for the community
58
Pursue Additional Community Risk Reduction
Opportunities
•More robust inspection program
•Additional educational opportunities
•Additional staffing opportunities focused on prevention
59
Operational Staffing Needs
•Two-two person crews
•Provide overlapping call coverage
•Combination of full time and paid on call staff
60
Criteria Established for Second Fire Station
•City owned parcel at 212 & Lyman
•Originally acquired in 2013
•Slated to serve the South growth area
•Metrics for implementing plan
o Population exceeds certain value
o Annual call volume exceeds certain value
o Demand causing delays in citywide response
o Response times in growth area exceed certain value
61
Questions?
62
City Council Item
May 12, 2025
Item City Council Roundtable
File No.Item No: A.3
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
None
Motion Type N/A
Strategic
Priority N/A
SUMMARY
The quarterly roundtable is time for the City Council to discuss items of interest, propose new items for
review, and ask general questions of staff/each other. Items with interest from at least two
Councilmembers may be scheduled for research by staff, future work sessions, or other action as
appropriate.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
63
ATTACHMENTS
Roundtable Overview
64
CHANHASSEN CITY COUNCIL
Roundtable Overviewand Guidelines
The quarterly roundtable is scheduled time for the City Council to discuss items of interest,
propose new items for review, and ask general questions of staff/each other.
Timing:
Quarterly, at a work session.
Procedure:
Councilmembers may submit items for consideration and publication in the council packet by
noon on the Wednesday prior to the meeting. Be prepared to give a brief overview of proposed
items at the work session.
Actions:
The City Council should determine the next steps, using the following menu of options:
1. Do nothing at this time
2. Park for discussion during the Strategic Plan update in January
3. Request staff prepare an issue paper (requires two votes of support)
4. Refer to a commission for further consideration (requires two votes of support)
5. Schedule a city council work session (requires three votes of support)
CITY OF CHANHASSEN A Community
For Life.
65
City Council Item
May 12, 2025
Item Future Work Session Schedule
File No.Item No: A.4
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
The City Council is tentatively scheduled to hold the following work sessions:
May 12, 2025
Fire Department Update and Staffing Overview
May 19, 2025
Audit Results Presentation
Hwy 5 JPA
Hwy 7 Corridor Study
June 9, 2025
Chanhassen Bluffs Community Center Workshop with BKV
June 23, 2025
2026 Budget Kick-off discussion
66
Pending items:
Sign Code updates
Chanhassen Bluffs Community Center planning workshops
Elections
Pleasantview Rd. project planning
BACKGROUND
Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting
agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City
Council meeting, but may be scheduled for other times as needed.
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
67
City Council Item
May 12, 2025
Item Presentation of 2025 Arbor Day Poster Contest Winners
File No.Item No: C.1
Agenda Section PUBLIC ANNOUNCEMENTS
Prepared By Amy Weidman, Senior Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council presents the Arbor Day Contest Winner."
Motion Type N/A
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Arbor Day poster contest winners
68
Arbor Day Poster Contest Winners
On behalf of the Chanhassen City Council and the Environmental Commission, I would
like to congratulate all the winners of this year’s Arbor Day Poster Contest. The city has
been sponsoring this contest for 26 years to express our commitment to trees in our
community and help educate students on the importance of trees.
Local 5th graders are invited to submit their artwork based on an annual theme every
year. The theme for 2025 was: “Trees are Terrific –for outdoor adventures!”
The city would like to thank the students from Bluff Creek Elementary School and
Chanhassen Elementary for their wonderful artwork. The framed winning picture will
hang in city hall along with the past winners. The city would also like to thank The
Garden by the Woods for their generous donation of a gift card for the grand prize
winner. Please visit our local business, The Garden by the Woods, this summer.
Please come forward when your name is called. The honorable mentions will receive a
certificate of their achievement and a tree identification guide.
The honorable mentions in this year’s Poster Contest are:
From Chanhassen Elementary:
Ellen Reisdorf
From Bluff Creek Elementary:
Mia de Leon
Olivia Christopherson
Alex L
69
Allison Vetter
Londyn Keyes
Abby Fiman
Vanya Zaharenkau
Gavin Syverson
I now invite the Grand Prize winner, Julian Milian, to come forward. Congratulations
Julian!
I am pleased to present you with a $50 gift card from The Garden by the Woods. Please
help me show Julian our appreciation for his excellent poster.
Let’s congratulate all of these artists!
70
City Council Item
May 12, 2025
Item Recognizing Maud Duggan as the Chanhassen Rotary 2025 Distinguished
Service Award recipient
File No.Item No: C.2
Agenda Section PUBLIC ANNOUNCEMENTS
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
The Chanhassen Rotary and City Council will recognize Maud Duggan for her contributions.
Motion Type N/A
Strategic
Priority N/A
SUMMARY
One might think that sponsorship and hands-on-help with many local events and initiatives was Maud
Duggan’s business. It is not. As hard as Maud works to respond to the needs of our community, she’s
still the owner of Union Place, a technology and design company. Nevertheless, she carved out time to
serve thirteen years as Chair of Excelsior Farmers’ Market, sponsored Excelsior’s FanFair, served as a
STRIVE mentor to Chanhassen High School students since 2016, led Girl Scouts for a half dozen years,
hosted an exchange student, hosted an international teacher, served on the Board of Humanity Alliance,
and most recently, helped form a local affiliate of Dolly Parton’s Imagination Library. Since 2015,
Maud has been a member of the Rotary Club of Chanhassen and recipient of multiple Rotary Paul
Harris Fellowship Awards. “Be the change you want to see”. Nobody had to tell Maud twice.
Congratulations Maud Duggan on the Rotary Club of Chanhassen’s 2025 Distinguished Service Award!
BACKGROUND
71
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
72
City Council Item
May 12, 2025
Item Receive Planning Commission Minutes dated April 8, 2025
File No.Item No: D.1
Agenda Section CONSENT AGENDA
Prepared By Amy Weidman, Senior Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Planning Commission minutes dated April 8, 2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Planning Commission minutes dated April 8, 2025
73
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
MINUTES
APRIL 8, 2025
CALL TO ORDER:
Chairman Noyes called the meeting to order at 6:00 p.m.
MEMBERS PRESENT: Chairman Eric Noyes, Steve Jobe, Jeremy Rosengren, Ryan Soller,
Mike Olmstead, Dave Grover, and Katie Trevena.
MEMBERS ABSENT: None.
STAFF PRESENT: Rachel Arsenault, Associate Planner; Eric Maass, Community
Development Director; and Jenny Potter, City Clerk.
PUBLIC PRESENT:
Lindsey Button 1655 Hemlock Way
Debbie Lloyd 7302 Laredo Drive
Linda Paulson Chanhassen
ADMINISTRATIVE PRESENTATIONS:
1. PLANNING COMMISSION APPOINTMENTS & OATH OF OFFICE
Jenny Potter, City Clerk, administered the oath of office for Commissioner Grover.
Ms. Potter administered the oath of office for Commissioner Soller.
Ms. Potter administered the oath of office for Commissioner Olmstead.
2. ELECTION OF CHAIR AND VICE-CHAIR
Eric Maass, Community Development Director, stated that the first meeting in April was often
when administrative tasks were completed. Mr. Maass suggested that it could be a good idea for
the previous chair to continue in the role of chair since Mr. Maass would be on parental leave for
a portion of the summer.
Commissioner Jobe moved, Commissioner Soller seconded that the Chanhassen Planning
Commission motions to elect Chairman Noyes as Chair. All voted in favor and the motion
carried unanimously with a vote of 6-0. Chairman Noyes recused himself from this item.
Commissioner Trevena moved, Chairman Noyes seconded that the Chanhassen Planning
Commission motions to elect Commissioner Jobe as Vice Chair. All voted in favor and the
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motion carried unanimously with a vote of 6-0. Commissioner Jobe recused himself from
this item.
3. ADOPTION OF BYLAWS
Mr. Maass said that the bylaws are reviewed annually, and staff are recommending that the
bylaws clarify the Planning Commission could still meet in a work session if they did not have a
quorum. Previously, the bylaws said if a Planning Commissioner missed three consecutive
meetings, the City Council would need to remove that commissioner. He recommended changing
the language to read that the City Council could remove that commissioner, but it was not a
requirement.
Commissioner Jobe moved, Chairman Olmstead seconded that the Chanhassen Planning
Commission motion to adopt the 2025 City of Chanhassen Planning Commission bylaws.
All voted in favor and the motion carried unanimously with a vote of 7-0.
4. PLANNING COMMISSION – COMMISSIONER TRAINING
Mr. Maass provided Planning Commissioner Training. The Chanhassen Planning Commission
holds the role of an appointed advisory body by the City Council. The Planning Commission
makes recommendations related to the city’s zoning code and comprehensive plan. The Planning
Commission was the designated the “Board of Appeals and Adjustments” and are the decision-
making body on variances to the Zoning Code (Chapter 20), which could be appealed to the City
Council.
He introduced the staff members through photographs, including himself; Samantha DiMaggio,
Economic Development Manager; Rachel Arsenault, Associate Planner; Rachel Jeske, Planner;
Jamie Marsh, Environmental Resource Specialist; Joe Seidl, Water Resources Engineer;
Mackenze Grunig, Project Engineer; Manuel Jordan, Consultant Forester; and Breanne
Rothstein, Consultant City Planner.
Mr. Maass explained land use, which included what could go where, residential densities, and
housing types by density for Chanhassen. He explained that the land use map is updated every
ten years. He discussed the relationship between zoning and land use, stating that once a land
was guided, they were eligible for zoning. He said that the land use designation and zoning
designation would be noted in staff reports. He said that a subdivision would need to be
compliant with the Comprehensive Plan, and that properties might be eligible for an up guidance
or a change in zoning designation with specific changes on the site.
He reviewed the triangle of discretion, explaining that the Planning Commission would work
from the bottom of the triangle and up. He described the Comprehensive Plan, noting that it was
to be updated every ten years and was meant to be a resource guide for the community and for
development. He summarized the zoning map and zoning code, commenting that it was to
encourage orderly development and that it should be regularly analyzed and updated. He said
that a subdivision application had to be compliant with the Comprehensive Plan. He explained
the subdivision applications and stated that the city had some discretion but was applying what
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was in the zoning code. He stated if it met the standards in the City Code, the city would approve
the Preliminary Plat.
He reviewed the Conditional Use Permit and said that the city was allowing a use to occur but
would recognize that it might have an additional impact on neighboring properties, so there
would need to be conditional use standards. He reviewed variances and explained that it was a
quasi-judicial decision. He explained the site plan review and building permits and stated that
they had the least amount of discretion for these two topics.
Mr. Maass summarized the Roberts Rules of Order, noting that the staff would look for a motion
and a second. After that, the Chair would ask for additional comments and then a vote on that
motion. He reviewed how to amend the original motion with a friendly amendment. Mr. Maass
explained that an agenda item with a public hearing would be introduced by the Chair, and the
staff would present a report and ask for any comments. When the Planning Commission reached
a point where the introductory questions were satisfied, they would open a Public Hearing, where
people would state their name, address, and state information. Mr. Maass explained that the goal
of the Public Hearing was to take in information, and once the Public Hearing was closed, they
could ask the staff for information regarding the questions.
Commissioner Soller stated that the applicant sometimes presented material during the public
hearing. He asked what the appropriate process was. Mr. Maass answered that the applicant
should present their information before the public hearing after the staff presented their
information.
Mr. Maass said that the Planning Commissioners would hold a discussion together. He
discouraged direct conversation with the audience back and forth since it degraded the quality of
the discussion. He said that the staff was there to follow the decorum. He reviewed the Planning
Commission handout that provided a guide to the audience for the Public Hearing process. He
explained that they hoped to translate the Planning Commission handout into Spanish and
Somali. He encouraged the two new Planning Commissioners to ask any questions to the staff.
Commissioner Olmstead asked about when different items came to the Planning Commission.
Mr. Maass answered that the Subdivision Application would come before the Planning
Commission following when the staff received the application, and it was deemed complete, and
a staff report was completed. The Planning Commission would then review it and provide a
recommendation.
Commissioner Jobe asked if they would provide translation services at the meeting. Mr. Maass
answered that he would look into this information.
Mr. Maass said that the League of Minnesota Cities provides a webinar-based training for
Planning Commissioners, and he would be willing to sign up anyone interested for the
opportunity.
PUBLIC HEARINGS:
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1. CONSIDER ORDINANCE AMENDING CHAPTER 20 SECTION XXX: LOT
REQUIREMENTS AND SETBACKS FOR THE RESIDENTIAL LOW AND
MEDIUM DENSITY ZONING DISTRICT
Mr. Maass reviewed the proposed ordinance amendment for detached townhomes. He said that
the Planning Commission has the recommending authority over Chapters 18 and 20, but Chapter
1 is also included in the discussion since it included definitions. He reviewed the definition of
detached townhomes from Chapter One and showed examples of detached townhomes in the
Avienda Project. He explained that the Avienda Project was a Planned Unit Development, and
the detached townhomes were specifically negotiated. He stated that the City Staff received
interest in detached townhomes in the past. He said one project currently under review was
Pioneer Ridge, which offered to allow for detached townhomes. This project was reviewed by
the City Council. Mr. Maass noted that it is not encouraged for the city to enact or change the
City Code for one project, but he said that they are reacting to broader market desires. He
displayed images of the detached townhome from the Avienda Project. He reviewed the
ordinance and explained what language was added and what language was reviewed. He
reviewed the language for the building setbacks and said that they recommended an increase to
30 feet for rear yards for single-family dwellings. He said they recommended detached
townhomes would have a front yard setback of 20 feet and a rear yard of 30 feet.
Chairman Noyes asked about the change for the front yard setback. Mr. Maass answered that the
front yard setback was to allow for additional cars to be parked in front of a garage, but shifting
the setback to the rear would provide greater distance between the rear of the two buildings.
Chairman Noyes asked how a sidewalk would be considered in the measurement. Mr. Maass
responded that the staff was comfortable with a 20-foot setback since there would be additional
space with the right-of-way that would be available for parking if needed.
Chairman Noyes asked if they needed to be more prescriptive for clarity. Mr. Maass responded
that it read the building setbacks from property lines are as follows, to provide more information.
Commissioner Jobe asked why they were not doing setbacks for two-family dwellings as well.
Mr. Maass answered that the two-family dwellings were often a duplex. He said that the density
was getting greater, so they recommended the front yard setback.
Commissioner Soller asked about the rationale for changing it to a single-family dwelling. Mr.
Maass responded that they often hear that the rear yard setback was inadequate, so they
suggested a nominal increase. He said if they would prefer it to be 25 feet, they were not
opposed.
Commissioner Soller asked if someone was to build a deck, they might have issues with the
increase for the setback. He asked if this applied to existing structures. Mr. Maass answered that
the zoning district was for residential low-medium district. He said that they did not have vacant
lots zoned residential low-medium, and it only applied to the existing structure. He said there
would not be issues making changes to accessory structures, but the rear yard setback would
apply if they wanted to add on to the existing home.
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Commissioner Soller asked if it was specifically within RLM. Mr. Maass responded that it was
within RLM.
Commissioner Grover asked if the detached townhome category was something that other cities
defined as well and if they compared the definitions to other cities. Mr. Maass responded that
other cities had provisions for detached townhomes in their ordinances, and the proposed
setbacks and lot sizes were consistent with the requirements of other cities.
Commissioner Rosengren inquired about Section A and noted that the plurality did not match,
suggesting the deletion of the extra 's'. He also asked if the ordinances had undergone an
additional review process. Mr. Maass responded that the staff and the City Clerk reviewed the
information and would make that update.
Commissioner Soller asked about the definition and said he wanted it to be thorough. He asked if
any of the other dwelling types were defined so specifically to that degree in the City Code or if
other dwelling types were defined. Mr. Maass answered that the City Code had other dwelling
units defined.
Commissioner Soller confirmed that legal had looked at the definition and if it was distinguished
from the other dwelling types in the RLM. He was concerned with words that were gray such as
typically. He wanted to be sure things were properly defined.
Mr. Maass stated that the legal team had defined this and approved the definition. He said that
the word typically provided design flexibility for a detached townhome to help with the
aesthetic.
Commissioner Rosengren asked why there was not a historical definition for a detached
townhome. Mr. Maass answered that it was previously provided for in the PUD process, but the
staff continues to receive interest. The detached townhome is a newer product.
Chairman Noyes reminded those who came forward for the public hearing to state their name
and address.
Chairman Noyes opened the public hearing. There were no public comments.
Lindsey Button, 1655 Hemlock Way, voiced appreciation for the discussion on the specific
variance. She said the setback made sense when a development did not exist, but there should be
language when an RLM backs up to low-density housing, and there should be increased setbacks
for two different zones. She said she understood that this variance made sense within an RLM,
but when it connects with a low-density housing area, there should be a different language. She
provided an example of Pioneer Ridge, which would be built behind her house. She said if there
was a 30-foot setback from her property line, with a six-to-ten-foot berm, a swale for water
drainage that would be twelve feet, which would only give residents about two feet of usable
yard. She encouraged extra consideration.
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Mr. Maass reminded individuals that the public hearing and discussion was for the Planning
Commission to consider adopting a definition for detached townhomes and adopting lot
requirements and standards for detached townhomes within the residential low-medium district.
He said they provided an update to the Pioneer Ridge District, which depending on how the
ordinance was adopted and the lot requirements, there would be potential that the Pioneer Ridge
project would be deficient. He said that they were not to review or recommend a variance to a
project. He wanted to clarify what was being considered by the Planning Commission and
recognized that it was a complicated process.
Debbie Lloyd, 7302 Laredo Drive, said she misread the agenda, and she thought it was a
discussion and that there would not be any ordinance changes proposed tonight. She said that
they have seen changes in the code come through because of particular developments. She stated
that the amount of space left in Chanhassen to build was limited and the code had served the city
well to date. She did not want to see changes because of particular developments, or they should
apply for a variance. She said that if you write ordinances in accordance with the law and make
them sound and reasonable, like not impacting your neighbor, it would be better. She said if you
adopt a big change across the city, residents would not be aware of it. She said that they did not
need changes to setbacks in other properties today.
Linda Paulson, Chanhassen resident, said that many people moved to Chanhassen for a specific
reason. She said that there were not a lot of buildable places left. She said if they considered an
ordinance change, it would have a domino effect on places nearby. She said that there were good
people around the city. She asked if the city was willing to be packed like sardines and voiced
for consideration. She asked if they wanted to be Eden Prairie West or a fancy Richfield. She
said it was a beautiful city, but the decisions that they made would impact the future of the city.
Chairman Noyes closed the public hearing.
Commissioner Soller said that the Comprehensive Plan prescribed smooth transitions between
different zones of density and asked if it was applied within the code. He asked if it was not in
the code, where it would go, and how they would apply it later. Mr. Maass responded that the
City Code had buffering requirements between different land use designations. He said that it
was required of projects and that there was a chart with the subject property land use
designations and what it was adjacent to, and different buffer yard types based on the adjacency.
He said when the adjacencies were least similar, there were greater buffer requirements. He said
the goal was to set up similar adjacencies next to each other.
Commissioner Soller asked if this existed when RLM was adjacent to RSF. Mr. Maass answered
that RLM was a unicorn. The city allows for residential low-medium land guided for low-density
residential and medium-density residential. He said that the buffer requirement was based on the
land use designation, so the buffering requirements would apply.
Chairman Noyes said they were not changing the long-term plan tonight. He said that they were
considering another option as far as a type of housing that could happen within the zoning
district. He stated he appreciated the commentary to make sure that they were not changing how
Chanhassen was put together. He said that was not what was happening tonight, but they were
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presenting a popular option. He said they saw requests for this option in PUDs and that it was a
popular product within the community for people who wanted to downsize to a smaller house.
Commissioner Olmstead provided a personal example of his brother who lived in Elderwood in
Chaska. He said the numbers for the proposed detached townhomes were like those in Chaska.
He said that they were improving on the spacing from examples he had seen in Minnesota and
California. He thought that the detached townhomes were a good change and required less
maintenance while opening additional houses for families.
Commissioner Jobe moved, Commissioner Trevena seconded that the Chanhassen
Planning Commission motions to recommend approval of the Ordinance amending
Chapter 1, General Provisions of the City Code defining detached townhome dwellings and
amending Chapter 20 amending lot requirements and setbacks for the residential low and
medium density district. All voted in favor and the motion carried unanimously with a vote
of 7 to 0.
GENERAL BUSINESS: None.
APPROVAL OF MINUTES:
1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MARCH 18, 2025
Commissioner Soller moved, Commissioner Trevena seconded to approve the Chanhassen
Planning Commission summary minutes dated March 18, 2025, as presented. All voted in
favor, and the motion carried unanimously with a vote of 5-0. Commissioner Olmstead and
Commissioner Grover recused themselves from this item.
COMMISSION PRESENTATIONS: None.
CORRESPONDENCE DISCUSSION:
Mr. Maass updated the Commissioners on new projects, noting the city received an application
for the Santa Vera Apartment Project Phase Two. He said that it would come before the Planning
Commission in May. He said that they are proposing to construct a three-story apartment
building on the back side of the existing property. He said that they received the submittal for the
Avienda apartment building, but it was still under staff review for completeness. He said it
would maybe come to the meeting in May or June. He said that they issued a building permit for
the east building for the Roers Development and that the west building was still working on
outstanding planning comments. He thought it would be ready to go in the next week or two.
They were hoping to start an excavation on the site around April 21.
Commissioner Soller asked if there was a way to inform the Planning Commission about the
Santa Vera Apartment, since there were new Planning Commission members. Mr. Maass said he
saw one sketch plan for the site that never went forward, but there were initial meetings and
discussions. He said the current PUD allows for an apartment building but does not allow for
townhomes or detached single families. Those options would require a PUD amendment, which
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asked for a deviation from the City Code. He can provide background information, but the
current product is a different project type. He stated they would still have a traffic study. Mr.
Maass said they were coming forward for a site plan approval. They were already in a PUD, and
the density was established by the lot area.
Chairman Noyes said that there would be a gathering at Hackamore Brewing tomorrow to say
goodbye to previous Planning Commission members.
Mr. Maass said that there would be a quorum, but no business would be discussed. They had the
gathering posted on the tack board.
OPEN DISCUSSION: None.
ADJOURNMENT:
Commissioner Rosengren moved, Commissioner Trevena seconded to adjourn the meeting.
All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning
Commission meeting was adjourned at 7:08 p.m.
Submitted by Eric Maass
Community Development Director
81
City Council Item
May 12, 2025
Item Receive Planning Commission Minutes dated April 15, 2025
File No.Item No: D.2
Agenda Section CONSENT AGENDA
Prepared By Amy Weidman, Senior Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Planning Commission minutes dated April 15, 2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Planning Commission Minutes dated April 15, 2025
82
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
MINUTES
APRIL 15, 2025
CALL TO ORDER:
Chairman Noyes called the meeting to order at 6:00 p.m.
MEMBERS PRESENT: Chairman Eric Noyes, Steve Jobe, Jeremy Rosengren, Mike
Olmstead, Dave Grover, and Katie Trevena.
MEMBERS ABSENT: Ryan Soller
STAFF PRESENT: Rachel Jeske, Planner; and Eric Maass, Community Development
Director.
PUBLIC PRESENT:
Andy Ganzmo Xpand Inc.
Christine Bloom 7030 Lucy Ridge Lane
Bryan Anderson 4149 Avondale Street, Minnetonka
Heather Wudtke 840 Carver Beach Road
PUBLIC HEARINGS:
1. (Cancelled – No Variance Required) Consider Setback Variance for Pioneer Ridge
(Planning Case 25-01)
2. Consider Rear Yard Setback Variance for 7030 Lucy Ridge Lane (Planning Case #25-
05)
Rachel Jeske, Planner, stated that this was Planning Case #25-05 for 7030 Lucy Ridge Lane. She
said they were requesting a variance for PUD Ordinance Number 640. She reviewed the pyramid
of discretion for variances and explained that the city had a high level of discretion with a
variance because the applicant was seeking a deviation from established standards. She said it
was a quasi-judicial decision. She displayed a map and explained that Lucy Ridge Lane was
zoned Residential Planned Unit Development and was 0.37 acres. She reviewed the plat site plan
to show how the setbacks were established. She stated there was a front corner setback and a
front yard setback. She clarified that the front lot line was established by the City Code Section
1-2, which stated that, for a corner lot, the lot line with the shortest dimensions on the street is
considered the front lot line. She provided four images as examples to show where the corner
setbacks would be determined for corner lots. She stated that they were requesting a variance for
a sport court that was 22.1 feet from the rear setback. She said that the applicant wanted an
indoor activity space for the children, and the west side was said be the best location. She
reviewed the staff summary and assessment and explained that the variance had to be in harmony
with the comprehensive plan, that there needed to be a practical difficulty, could not be based on
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economic considerations, the plight must be due to circumstances unique to the property, and not
be created by the landowner, and would not alter the essential character locality. She reviewed
the staff recommendation and said that the requested variance did not adhere to the criteria
required by the ordinance. She stated that it did not adhere to the PUD, lacked practical difficulty
in adhering to the ordinance based on unique natural aspect to the property not caused by the
owner, the variance would have economic impacts, the plight of the landowner is a result of
decisions made by the owner to revise the orientation of their home on the property, and the
proposed addition would not adhere to the required rear yard setback and would be inconsistent
with other corner lots in the development. She reviewed the alternative recommendation and
recognized that it would only be a 3-foot encroachment and did not seem unreasonable. She
offered to answer any questions.
Chairman Noyes requested to see the slide with the plat with the building addition. He asked if
the 2.9-foot shortage was across the entire west side and would be parallel to the property line.
Ms. Jeske answered that it was pretty consistent all the way across but was a little bit closer on
the north side.
Commissioner Jobe asked why the house was shifted. Ms. Jeske responded that it was the
preference of the property owner.
Commissioner Olmstead asked if the location of the addition was proposed on the side due to the
beautiful windows facing the pedestrian paths. Ms. Jeske answered it was partially because of the
windows and the grade of the property. There were a few reasons.
Commissioner Rosengren asked if what was designated as the front and rear of the property did
not change at all based on the house orientation. Ms. Jeske answered that it was correct and said
the front lot line was designated as the shorter side facing the road, not based on where the front
door was located.
Commissioner Rosengren asked if the front was always defined this way. Ms. Jeske confirmed
this information, but said in other zoning districts, in terms of setbacks, there are front yard
setbacks on both sides coming off the road and two side yard setbacks on the internal lot lines.
Commissioner Trevena said that the applicant stated that the original survey should have a 22-
foot setback, but it was 25 feet. Ms. Jeske responded that the applicant was working off that
survey and setback. She said that the original survey they received did not have the proposed
sport court. They would typically consider a sport court as a pad on the ground which could
encroach into the rear setback, but an indoor sport court could not.
Commissioner Rosengren asked if there was any difference since it was a sport court rather than
a bedroom or living room addition, and if that impacted staff’s recommendations. Ms. Jeske
answered that a home addition is reviewed as a home addition regardless of purpose. She said a
bedroom for another child, based on necessity, might be a more reasonable request, but that is up
to the Planning Commission’s discretion.
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Commissioner Rosengren asked if it was an emotional response, whether they deem it as
necessary as a functional part of the home. Eric Maass, Community Development Director,
answered that at the end of the day, an addition to a principal structure, regardless of its intended
use, is still a part of the principal structure. It is appropriate to review it for the setback
requirements.
Commissioner Rosengren clarified that it did not matter what the purpose of the structure was
going to be. Mr. Maass confirmed this information.
Commissioner Grover asked if it was unusual for the house to be turned and if it would meet
setback requirements. Ms. Jeske answered that she had not seen a house oriented a different way
from the address, but the property owner can design the house as they choose. If the side yard
setback were on the other side, it was only required to be a ten-foot setback.
Commissioner Grover asked if the rear area of the house met the rear yard setback, since it was
at an angle. Mr. Maass answered that it would be close to the 25-foot setback.
Commissioner Olmstead said it looked like half of the property drains where they are proposing
to build at. He asked what would happen there. Ms. Jeske responded that the applicant proposed
berming to improve the existing drainage.
Andy Ganzmo, Xpand Incorporated, explained that the house was oriented, and the side yard
was coded as the rear yard setback. He said they were still building within the as-built survey
that was submitted. They found that the survey was not correct. He said it was acting as a side-
yard setback rather than a rear-yard setback.
Commissioner Rosengren asked if it was feasible for the addition to be 2.9 feet shorter so they
would not need a variance. Mr. Ganzmo responded that it was a multi-use space, so they are
trying to maximize the layout. They would prefer the additional space.
Commissioner Olmstead asked how the people at the 1830 property think about this project.
Christine Bloom, 7030 Lucy Ridge Lane, said that the builder was going to build a model home
that was going to face a different direction. They loved the look of a side-loading garage, so they
ultimately shifted the direction of the home. They did not realize that it impacted the survey.
They said they have spoken with all the neighbors and others have small kids and some others
have sport courts, so they expressed excitement to have another sport court in the neighborhood.
Chairman Noyes opened the public hearing. There were no public comments.
Chairman Noyes closed the public hearing.
Chairman Noyes asked if they were setting a precedent that would cause problems for the city,
Planning Commission, or residents moving forward. He said there were extenuating
circumstances. He could understand that they would approve the variance because of the
extenuating circumstances, particularly the orientation of the home on the lot. He said that based
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on what he heard, the orientation of the home created an issue and the requirement for the
variance. He understood what the applicant was doing and did not think it was an egregious ask.
Commissioner Rosengren said that just because you change the orientation of the house, the
variance was necessary. He said he was less inclined to approve it, but it was only two-and-a-half
feet. He said he was leaning towards approval.
Commissioner Trevena asked about the precedent-setting and how to take into account the
variance. She said each variance was different. Mr. Maass confirmed that each variance was
looked at alone. City staff might look at past actions, but technically, one variance should not be
acted on based on past action on a different variance.
Commissioner Rosengren asked if the sport court was always intended to be a part of the design
of the house. Mr. Maass responded that the home had been occupied for over a year.
Ms. Bloom answered that they initially considered building a sport court, but did not have the
funds to do so originally. They had some deaths in the family, which allowed them to have the
funds for the sport court.
Commissioner Rosengren asked if there was something that should have been enacted as part of
the process to help better explain the setbacks, so they did not have a problem down the road.
Mr. Maass said when the building permit came in for the home, the staff reviews the setbacks
and property lines. He said that the home meets all the requirements, but the surveyor made a
mistake on the property setback line. He said that the city did not draw the survey and the city
does not certify these surveys. The Applicant used their survey to draw the proposed plans.
Commissioner Jobe asked if other properties were impacted by the error. Mr. Maass answered
that they have not seen other properties impacted by the error.
Commissioner Olmstead asked if there were any other concerns about down-the-road problems
with the variance. Ms. Jeske answered that the variance would only apply to the subject property
and not serve as a precedent for any other corner lots in the neighborhood.
Mr. Maass clarified he was not asking about other corner lots.
Commissioner Jobe asked about the other options that staff mentioned. Ms. Jeske said that they
could do an alternative location or an outdoor sport court, but the homeowner has requested an
indoor sport court on the west side of the home.
Commissioner Trevena asked if the request was denied, the applicant would have to do a
redesign, but there would still be a path forward. The path forward might not be the preferred
path.
Commissioner Rosengren asked if the alternative motion language was correct. Mr. Maass
responded that it should read the conditions of approval as opposed to conditions of denial.
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Commissioner Rosengren moved, Commissioner Trevena seconded that the Chanhassen
Board of Appeals and Adjustments approves the requested rear setback variance for the
construction of a sport court at 7030 Lucy Ridge Lane, subject to the conditions of denial
and adopts the attached Findings of Facts and Decision. The motion carried with a vote of
5-1. Commissioner Jobe voted Nay.
3. Consider Front Yard Setback Variance for 840 Carver Beach Rd (Planning Case 2025-
06)
Rachel Jeske, Planner, explained that the applicant was requesting a variance from Section 20-
615, which was setbacks in the RSF zoning district. She reviewed the pyramid of discretion for
variances. She explained the location at 840 Carver Beach Road, which was zoned residential
single-family and was on the corner of Carver Beach Road and a platted right-of-way with no
road on it. She said that the land use was low-density residential. She said the applicant was
requesting a twelve by twenty-four approximate addition to their home. The setback was in line
with the existing legal non-conforming setback. She said that the subject property was
established with a plat in 1927, and the existing front yard setback has a lawful non-conforming
status. The applicant is requesting an addition located at an existing nonconforming setback and
is not requesting to further encroach into the front yard setback. She stated it would not exceed
the property’s maximum impervious percentage allowed. She said that the proposal met the
following criteria listed in the staff report.
Chairman Noyes said that the new structure would be the same size and distance to the lot line,
and given the age of the property, it seemed like an open-and-shut case. He thought they were
dealing with a lot that was platted a long time ago, and they are doing their best to conform.
Commissioner Rosengren asked about the need for the variance. Ms. Jeske answered that a
variance is triggered when you are increasing an existing non-conformity. She said that the non-
conformity was increasing in width.
Commissioner Rosengren clarified that the only thing that was out of line was the front yard
setback. Ms. Jeske answered that since more of the property would not be adhering to the front
yard setback, that was the reason for the variance request.
Chairman Noyes opened the public hearing. There were no public comments.
Chairman Noyes closed the public hearing.
Commissioner Trevena moved, Commissioner Rosengren seconded that the Chanhassen
Board of Appeals and Adjustments approves the requested front yard setback variance for
the expansion of a home at 840 Carver Beach Road, subject to the conditions of approval
and adopts the attached Findings of Facts and Decision. All voted in favor and the motion
carried unanimously with a vote of 6 to 0.
GENERAL BUSINESS: None.
87
Planning Commission Minutes – April 15, 2025
6
APPROVAL OF MINUTES: None.
COMMISSION PRESENTATIONS: None.
ADMINISTRATIVE PRESENTATIONS:
Eric Maass, Community Development Director, said that on May 6 meeting the commission
would talk about attached and internal accessory dwelling units. They would have a proposed
ordinance and a public hearing. They had conversations with the City Council. The City Council
is also working on detached accessory dwelling units. He said they would discuss this topic at a
future Planning Commission meeting.
Chairman Noyes asked if the conversation was related to the detached townhomes discussion.
Mr. Maass answered that the city allows accessory dwelling units through a variance process.
The previous variance requests for accessory dwelling units had all been approved by the
Planning Commission. He said that there was likely an opportunity to remove it from a variance
process to an administrative process.
Commissioner Rosengren asked about their previous workshop on detached accessory dwelling
units. Mr. Maass responded that the City Council reviewed their conversations and had two
additional workshops, and they were now being brought forward with an ordinance. He said that
the detached accessory units were still in conversation at the City Council. He said residents
were expressing more interest in detached and attached accessory dwelling units.
Commissioner Rosengren asked if they had a similar conclusion to the Planning Commission
after their workshop. Mr. Maass answered that it was somewhat similar, but there were some
concerns about renting with detached accessory dwelling units.
Mr. Maass said that the city received a land-use application for the Santa Vera apartments, which
were anticipated to be discussed at the first meeting in May.
CORRESPONDENCE DISCUSSION: None
OPEN DISCUSSION: None.
ADJOURNMENT:
Commissioner Jobe moved, Commissioner Rosengren seconded to adjourn the meeting.
All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning
Commission meeting was adjourned at 6:42 p.m.
Submitted by Eric Maass
Community Development Director
88
City Council Item
May 12, 2025
Item Approve Claims Paid dated May 12, 2025
File No.Item No: D.3
Agenda Section CONSENT AGENDA
Prepared By Danielle Washburn, Assistant Finance Director
Reviewed By Kelly Grinnell
SUGGESTED ACTION
"The Chanhassen City Council Approves Claims Paid dated May 12, 2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority Financial Sustainability
SUMMARY
BACKGROUND
DISCUSSION
The following claims are submitted for review and approval on May 12, 2025:
Total Claims $2,289,609.58
BUDGET
RECOMMENDATION
89
ATTACHMENTS
Payment Summary
Payment Detail
90
Accounts Payable
Checks by Date - Summary
Vendor Name Check Date Void Checks Check Amount
Carver County Court Administrator 04/23/2025
0.00 135,500.00
DeeAnn Triethart 04/23/2025
0.00 54.70
Lument Real Estate Capital LLC 04/23/2025
0.00 32,600.00
Marco Inc 04/23/2025
0.00 735.00
ACTA MN - Chanhassen LLC 04/24/2025
0.00 1,942.92
Advanced Engineering & Environmental Services, LLC 04/24/2025
0.00 2,173.50
ALERT ALL CORPORATION 04/24/2025
0.00 1,351.00
All Around Property Preservation 04/24/2025
0.00 431.95
BENEFIT EXTRAS INC 04/24/2025
0.00 293.75
BOLTON & MENK INC 04/24/2025
0.00 13,096.00
BRAUN INTERTEC CORPORATION 04/24/2025
0.00 52,216.60
C and S Management Company Inc 04/24/2025
0.00 67,925.00
Chappell Central Inc 04/24/2025
0.00 321,306.43
Cintas Corporation No. 2 04/24/2025
0.00 102.80
Continua Interiors of Minnesota LLC 04/24/2025
0.00 242,851.31
DAYCO CONCRETE COMPANY 04/24/2025
0.00 169,480.00
DISPLAY SALES COMPANY 04/24/2025
0.00 2,196.00
Dorsey and Whitney, LLP 04/24/2025
0.00 1,712.00
ECM PUBLISHERS INC 04/24/2025
0.00 515.84
ELECTRIC PUMP INC 04/24/2025
0.00 1,256.34
Flow Control Automation LLC 04/24/2025
0.00 7,455.00
Go Gymnastics 04/24/2025
0.00 2,527.50
Grazzini Brothers & Company 04/24/2025
0.00 32,300.00
Guard Guys, LLC 04/24/2025
0.00 290.00
HOISINGTON KOEGLER GROUP 04/24/2025
0.00 2,760.00
Indoor Landscapes Inc 04/24/2025
0.00 187.00
Infosend, Inc 04/24/2025
0.00 3,745.38
Jennifer Xuan Tuyet Doan-Nguyen 04/24/2025
0.00 647.64
Juli Al-Hilwani 04/24/2025
0.00 212.25
KELLINGTON CONSTRUCTION 04/24/2025
0.00 19,465.50
KIMLEY HORN AND ASSOCIATES INC 04/24/2025
0.00 23,269.51
Kraus-Anderson Construction Company 04/24/2025
0.00 109,320.31
LAKETOWN ELECTRIC CORPORATION 04/24/2025
0.00 334,875.00
LYMAN LUMBER 04/24/2025
0.00 783.49
Mulcahy Nickolaus LLC 04/24/2025
0.00 118,217.01
NAPA AUTO & TRUCK PARTS 04/24/2025
0.00 36.99
North American Safety, Inc. 04/24/2025
0.00 696.00
Northern Glass & Glazing Inc 04/24/2025
0.00 166,250.00
PALMER WEST CONSTRUCTION 04/24/2025
0.00 180,827.75
Pioneer Research Corporation 04/24/2025
0.00 3,869.22
Ramsey Excavating Company 04/24/2025
0.00 20,781.15
ROADKILL ANIMAL CONTROL 04/24/2025
0.00 645.00
SiteOne Landscape Supply 04/24/2025
0.00 4,670.02
Swanson & Youngdale Inc 04/24/2025
0.00 4,750.00
Page 1 of 3 91
Vendor Name Check Date Void Checks Check Amount
Top Line Steel Corporation 04/24/2025
0.00 29,450.00
Travis Ott 04/24/2025
0.00 647.64
TWIN CITY HARDWARE 04/24/2025
0.00 36,711.80
USA BLUE BOOK 04/24/2025
0.00 700.85
Val Roder / Olivine Yoga LLC 04/24/2025
0.00 350.00
WS & D PERMIT SERVICE 04/24/2025
0.00 120.00
ZACK'S INC. 04/24/2025
0.00 326.66
Bernard Sefogah 04/30/2025
0.00 163.00
Carver County 04/30/2025
0.00 841.49
CCP NI MASTER TENANT 4 LLC 04/30/2025
0.00 2,288.47
CenturyLink 04/30/2025
0.00 62.57
CENTURYLINK 04/30/2025
0.00 1,501.51
Deborah Austin-Sovde 04/30/2025
0.00 100.00
Eric Maass 04/30/2025
0.00 1,181.08
IUOE Local #49 04/30/2025
0.00 700.00
MN NCPERS LIFE INSURANCE 04/30/2025
0.00 128.00
MN VALLEY ELECTRIC COOP 04/30/2025
0.00 7,422.20
Potentia MN Solar 04/30/2025
0.00 8,272.86
VERIZON WIRELESS 04/30/2025
0.00 7,500.09
VERIZON WIRELESS 04/30/2025
0.00 190.16
XCEL ENERGY INC 04/30/2025
0.00 5,896.92
XCEL ENERGY INC 04/30/2025
0.00 30,389.39
3RD LAIR SKATEPARK 05/01/2025
0.00 750.00
American Family Life Assurance Company of Columbus 05/01/2025
0.00 85.02
AMERICAN SOLUTIONS 05/01/2025
0.00 827.18
AMERICAN TIRE DISTRIBUTORS INC 05/01/2025
0.00 1,171.50
Aspen Equipment 05/01/2025
0.00 359.98
Colonial Life & Accident Insurance Co 05/01/2025
0.00 152.34
COMPUTER INTEGRATION TECHN. 05/01/2025
0.00 494.00
DALCO ENTERPRISES, INC. 05/01/2025
0.00 1,210.24
ECM PUBLISHERS INC 05/01/2025
0.00 288.66
EGAN COMPANY 05/01/2025
0.00 2,567.80
Game One 05/01/2025
0.00 960.05
GRAYBAR 05/01/2025
0.00 650.76
GS DIRECT INC 05/01/2025
0.00 187.00
HAWKINS CHEMICAL 05/01/2025
0.00 7,487.87
HENNEPIN COUNTY 05/01/2025
0.00 25.00
KENNEDY & GRAVEN, CHARTERED 05/01/2025
0.00 552.00
KIMLEY HORN AND ASSOCIATES INC 05/01/2025
0.00 21,389.23
LYMAN LUMBER 05/01/2025
0.00 79.66
Minnesota UC Fund 05/01/2025
0.00 2,869.62
MOR Golf and Utiliity Inc 05/01/2025
0.00 720.00
MTI DISTRIBUTING INC 05/01/2025
0.00 318.20
NAPA AUTO & TRUCK PARTS 05/01/2025
0.00 47.60
PACE ANALYTICAL SERVICES INC 05/01/2025
0.00 351.00
Pine Products Inc 05/01/2025
0.00 400.00
Pollard Water 05/01/2025
0.00 325.31
Precision Driving Center 05/01/2025
0.00 1,083.00
Reem Danial 05/01/2025
0.00 352.80
Senja Inc 05/01/2025
0.00 152.00
SHERWIN WILLIAMS 05/01/2025
0.00 60.54
SUMMIT FIRE PROTECTION 05/01/2025
0.00 511.00
Sun Life Financial 05/01/2025
0.00 3,965.98
Page 2 of 3 92
Vendor Name Check Date Void Checks Check Amount
True North Controls 05/01/2025
0.00 6,907.00
UHL Company Inc 05/01/2025
0.00 4,599.19
USA BLUE BOOK 05/01/2025
0.00 3,498.30
WW GRAINGER INC 05/01/2025
0.00 2,942.20
Report Total:2,289,609.58
Page 3 of 3 93
AP
Check Detail
User: dwashburn@chanhassenmn.gov
Printed: 5/7/2025 9:46:27 AM
Last Name Acct 1 Amount Check Date Description
3RD LAIR SKATEPARK 101-1613-4345 750.00 5/1/2025 4th of July 25 skateboard series
750.00 5/1/2025
3RD LAIR SKATEPARK 750.00
ACTA MN - Chanhassen LLC 101-1538-4343 1,836.72 4/24/2025 TKD Youth
ACTA MN - Chanhassen LLC 101-1537-4343 106.20 4/24/2025 TKD Tigers
1,942.92 4/24/2025
ACTA MN - Chanhassen LLC 1,942.92
Advanced Engineering & Environmental Services, LLC 701-0000-4551 1,086.75 4/24/2025 troubleshooting LS #28
Advanced Engineering & Environmental Services, LLC 700-0000-4550 1,086.75 4/24/2025 well 15
2,173.50 4/24/2025
Advanced Engineering & Environmental Services, LLC 2,173.50
ALERT ALL CORPORATION 101-1220-4144 891.00 4/24/2025 Community Risk Reduction Supplies-fire helmets
ALERT ALL CORPORATION 101-1220-4144 460.00 4/24/2025 Community Risk Reduction supplies-tattoos
1,351.00 4/24/2025
ALERT ALL CORPORATION 1,351.00
Al-Hilwani Juli 101-1530-4347 212.25 4/24/2025 PT 5 - Bode 1- Dahl
AP - Check Detail (5/7/2025)Page 1 of 20
94
Last Name Acct 1 Amount Check Date Description
212.25 4/24/2025
Al-Hilwani Juli 212.25
All Around Property Preservation 101-1250-3302 153.95 4/24/2025 Plan Review Refund - 6206 Cascade Pass
All Around Property Preservation 101-1250-3301 278.00 4/24/2025 Building Permit Refund - 6206 Cascade Pass
431.95 4/24/2025
All Around Property Preservation 431.95
American Family Life Assurance Company of Columbus 101-0000-2008 85.02 5/1/2025 April premium
85.02 5/1/2025
American Family Life Assurance Company of Columbus 85.02
AMERICAN SOLUTIONS 101-1130-4331 827.18 5/1/2025 AP Check Stock
827.18 5/1/2025
AMERICAN SOLUTIONS 827.18
AMERICAN TIRE DISTRIBUTORS INC 101-1550-4120 1,171.50 5/1/2025 tires
1,171.50 5/1/2025
AMERICAN TIRE DISTRIBUTORS INC 1,171.50
Aspen Equipment 101-1550-4120 359.98 5/1/2025 plow curb kit
359.98 5/1/2025
Aspen Equipment 359.98
Austin-Sovde Deborah 700-7204-4901 100.00 4/30/2025 WaterWise Rebate-clothes washer
AP - Check Detail (5/7/2025)Page 2 of 20
95
Last Name Acct 1 Amount Check Date Description
100.00 4/30/2025
Austin-Sovde Deborah 100.00
BENEFIT EXTRAS INC 101-1120-4351 120.00 4/24/2025 Tax advantage Plan-April May June
BENEFIT EXTRAS INC 101-0000-2012 138.75 4/24/2025 Cobra admin/retiree billing
BENEFIT EXTRAS INC 101-1120-4351 35.00 4/24/2025 Cobra qualifying letters
293.75 4/24/2025
BENEFIT EXTRAS INC 293.75
BOLTON & MENK INC 700-6053-4303 1,309.60 4/24/2025 Water @ 10%
BOLTON & MENK INC 601-6053-4303 7,857.60 4/24/2025 PMP @ 60%
BOLTON & MENK INC 701-6053-4303 1,047.68 4/24/2025 Sanitary @ 8%
BOLTON & MENK INC 720-6053-4303 2,881.12 4/24/2025 Storm @ 22%
13,096.00 4/24/2025
BOLTON & MENK INC 13,096.00
BRAUN INTERTEC CORPORATION 601-6140-4300 13,553.48 4/24/2025 Construction Material Testing-County @ 75%
BRAUN INTERTEC CORPORATION 601-6040-4300 4,517.82 4/24/2025 Construction Material Testing-City @ 25%
BRAUN INTERTEC CORPORATION 101-1320-4546 285.00 4/24/2025 2024 Pavement Inspections
BRAUN INTERTEC CORPORATION 720-6053-4303 3,908.59 4/24/2025 Pavement & Geotechnical Eval-Storm @ 22%
BRAUN INTERTEC CORPORATION 700-6053-4303 1,776.63 4/24/2025 Pavement & Geotechnical Eval-Water @ 10%
BRAUN INTERTEC CORPORATION 701-6053-4303 1,421.30 4/24/2025 Pavement & Geotechnical Eval-Sanitary @ 8%
BRAUN INTERTEC CORPORATION 601-6053-4303 10,659.78 4/24/2025 Pavement & Geotechnical Eval-PMP @ 60%
BRAUN INTERTEC CORPORATION 414-4010-4303 15,708.00 4/24/2025 Civic Campus CMT
BRAUN INTERTEC CORPORATION 700-1316-4702 77.20 4/24/2025 Special Insp & Const Mat testing @ 20%
BRAUN INTERTEC CORPORATION 720-1316-4702 77.20 4/24/2025 Special Insp & Const Mat testing @ 20%
BRAUN INTERTEC CORPORATION 402-1316-4702 154.40 4/24/2025 Special Insp & Const Mat testing @ 40%
BRAUN INTERTEC CORPORATION 701-1316-4702 77.20 4/24/2025 Special Insp & Const Mat testing @ 20%
52,216.60 4/24/2025
BRAUN INTERTEC CORPORATION 52,216.60
AP - Check Detail (5/7/2025)Page 3 of 20
96
Last Name Acct 1 Amount Check Date Description
C and S Management Company Inc 414-4010-4702 67,925.00 4/24/2025 Pay App #5 Civic Campus
67,925.00 4/24/2025
C and S Management Company Inc 67,925.00
Carver County 601-6060-3130 365.26 4/30/2025 Assessment 25.7900070
Carver County 601-6060-4901 376.23 4/30/2025 Assessment 25.7900070
Carver County 101-1120-4807 28.00 4/30/2025 Property Taxes-25.1310321
Carver County 101-1120-4807 35.00 4/30/2025 Property Taxes-25.6030350
Carver County 101-1120-4807 2.00 4/30/2025 Property Taxes-25.6010030
Carver County 101-1120-4807 35.00 4/30/2025 Property Taxes-25.1980350
841.49 4/30/2025
Carver County 841.49
Carver County Court Administrator 601-6058-4701 135,500.00 4/23/2025 10-cv-25-119 Parcel 2 Deposit
135,500.00 4/23/2025
Carver County Court Administrator 135,500.00
CCP NI MASTER TENANT 4 LLC 101-1120-1193 40.17 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 700-0000-4320 28.38 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1550-4320 119.05 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 701-0000-4320 389.21 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1600-4320 9.45 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1350-4320 989.22 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1540-4320 115.63 4/30/2025 Electric Charges
CCP NI MASTER TENANT 4 LLC 700-7019-4320 597.36 4/30/2025 Electric Charges
2,288.47 4/30/2025
CCP NI MASTER TENANT 4 LLC 2,288.47
CenturyLink 700-7043-4310 62.57 4/30/2025 Telephone & Communication Charges
CENTURYLINK 101-1160-4325 250.87 4/30/2025 Telephone & Communication Charges
CENTURYLINK 101-1170-4310 817.03 4/30/2025 Telephone & Communication Charges
AP - Check Detail (5/7/2025)Page 4 of 20
97
Last Name Acct 1 Amount Check Date Description
CENTURYLINK 101-1350-4310 31.02 4/30/2025 Telephone & Communication Charges
CENTURYLINK 101-1312-4310 49.63 4/30/2025 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 6.20 4/30/2025 Telephone & Communication Charges
CENTURYLINK 101-1540-4310 62.04 4/30/2025 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 6.20 4/30/2025 Telephone & Communication Charges
CENTURYLINK 700-7019-4310 216.38 4/30/2025 Telephone & Communication Charges
CENTURYLINK 101-1550-4310 31.02 4/30/2025 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 15.56 4/30/2025 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 15.56 4/30/2025 Telephone & Communication Charges
1,564.08 4/30/2025
CENTURYLINK 1,564.08
Chappell Central Inc 414-4010-4702 321,306.43 4/24/2025 Pay App #6 Civic Campus
321,306.43 4/24/2025
Chappell Central Inc 321,306.43
Cintas Corporation No. 2 101-1550-4300 102.80 4/24/2025 First aid supplies
102.80 4/24/2025
Cintas Corporation No. 2 102.80
Colonial Life & Accident Insurance Co 701-0000-2008 45.84 5/1/2025 April premium
Colonial Life & Accident Insurance Co 700-0000-2008 106.50 5/1/2025 April premium
152.34 5/1/2025
Colonial Life & Accident Insurance Co 152.34
COMPUTER INTEGRATION TECHN.101-1160-4211 494.00 5/1/2025 Datto O365 Backup Service - May
494.00 5/1/2025
AP - Check Detail (5/7/2025)Page 5 of 20
98
Last Name Acct 1 Amount Check Date Description
COMPUTER INTEGRATION TECHN. 494.00
Continua Interiors of Minnesota LLC 414-4010-4702 242,851.31 4/24/2025 Conference room senior center council chambers FFE
242,851.31 4/24/2025
Continua Interiors of Minnesota LLC 242,851.31
DALCO ENTERPRISES, INC.101-1120-4110 1,210.24 5/1/2025 Restroom Supplies
1,210.24 5/1/2025
DALCO ENTERPRISES, INC. 1,210.24
Danial Reem 101-1539-4343 352.80 5/1/2025 Zumba Instruction
352.80 5/1/2025
Danial Reem 352.80
DAYCO CONCRETE COMPANY 414-4010-4702 169,480.00 4/24/2025 Pay App #3 Civic Campus
169,480.00 4/24/2025
DAYCO CONCRETE COMPANY 169,480.00
DISPLAY SALES COMPANY 101-1550-4120 313.00 4/24/2025 Military Flags (New additions)
DISPLAY SALES COMPANY 101-1550-4120 1,883.00 4/24/2025 Military flags display (new addition)
2,196.00 4/24/2025
DISPLAY SALES COMPANY 2,196.00
Dorsey and Whitney, LLP 416-0000-4302 1,712.00 4/24/2025 Legal fees-Property Acquisition
1,712.00 4/24/2025
AP - Check Detail (5/7/2025)Page 6 of 20
99
Last Name Acct 1 Amount Check Date Description
Dorsey and Whitney, LLP 1,712.00
ECM PUBLISHERS INC 101-1420-4336 44.33 4/24/2025 Affidavit for Publication Planning Case 2025-05
ECM PUBLISHERS INC 101-1310-4336 386.88 4/24/2025 #25-01 Ad for Bids
ECM PUBLISHERS INC 101-1420-4336 40.30 4/24/2025 Affidavit of Publication Planning Case 2025-06
ECM PUBLISHERS INC 101-1420-4336 44.33 4/24/2025 Affidavit of Publication Planning Case 2025-01
515.84 4/24/2025
ECM PUBLISHERS INC 101-1310-4336 88.66 5/1/2025 Crimson Bay Rd PH Notice
ECM PUBLISHERS INC 101-1612-4340 200.00 5/1/2025 Easter Egg Hunt Ad for Parks
288.66 5/1/2025
ECM PUBLISHERS INC 804.50
EGAN COMPANY 101-1312-4510 2,567.80 5/1/2025 RTU service
2,567.80 5/1/2025
EGAN COMPANY 2,567.80
ELECTRIC PUMP INC 701-0000-4120 1,256.34 4/24/2025 supplies for generator truck
1,256.34 4/24/2025
ELECTRIC PUMP INC 1,256.34
Flow Control Automation LLC 700-7019-4550 7,455.00 4/24/2025 chlorine analyzer east plant
7,455.00 4/24/2025
Flow Control Automation LLC 7,455.00
Game One 101-1766-4128 960.05 5/1/2025 USSSA Softballs for Adult Softball League
960.05 5/1/2025
AP - Check Detail (5/7/2025)Page 7 of 20
100
Last Name Acct 1 Amount Check Date Description
Game One 960.05
Go Gymnastics 101-1537-4343 1,702.50 4/24/2025 Tiny's Mini's and Mighty's Instruction
Go Gymnastics 101-1538-4343 825.00 4/24/2025 Littles Instruction
2,527.50 4/24/2025
Go Gymnastics 2,527.50
GRAYBAR 101-1350-4120 650.76 5/1/2025 street light supplies
650.76 5/1/2025
GRAYBAR 650.76
Grazzini Brothers & Company 414-4010-4702 32,300.00 4/24/2025 Pay App #4 Civic Campus
32,300.00 4/24/2025
Grazzini Brothers & Company 32,300.00
GS DIRECT INC 101-1120-4110 187.00 5/1/2025 Toner and paper for plotter
187.00 5/1/2025
GS DIRECT INC 187.00
Guard Guys, LLC 101-1120-4352 290.00 4/24/2025 Q2 Randoms
290.00 4/24/2025
Guard Guys, LLC 290.00
HAWKINS CHEMICAL 700-7019-4160 7,447.87 5/1/2025 chemicals
HAWKINS CHEMICAL 700-7043-4160 40.00 5/1/2025 1 ton chlorine cylinder
AP - Check Detail (5/7/2025)Page 8 of 20
101
Last Name Acct 1 Amount Check Date Description
7,487.87 5/1/2025
HAWKINS CHEMICAL 7,487.87
HENNEPIN COUNTY 101-1150-4501 25.00 5/1/2025 Assessment services
25.00 5/1/2025
HENNEPIN COUNTY 25.00
HOISINGTON KOEGLER GROUP 414-4010-4300 2,760.00 4/24/2025 Civic Campus Improvements
2,760.00 4/24/2025
HOISINGTON KOEGLER GROUP 2,760.00
Indoor Landscapes Inc 101-1170-4300 187.00 4/24/2025 Plant service-April
187.00 4/24/2025
Indoor Landscapes Inc 187.00
Infosend, Inc 700-1130-4330 287.27 4/24/2025 March Statement
Infosend, Inc 720-1130-4330 287.27 4/24/2025 March Statement
Infosend, Inc 701-1130-4330 287.27 4/24/2025 March Statement
Infosend, Inc 701-1130-4330 961.19 4/24/2025 Postage- March Statement
Infosend, Inc 720-1130-4330 961.19 4/24/2025 Postage- March Statement
Infosend, Inc 700-1130-4330 961.19 4/24/2025 Postage- March Statement
3,745.38 4/24/2025
Infosend, Inc 3,745.38
IUOE Local #49 701-0000-2004 106.73 4/30/2025 Union Dues-May 2025
IUOE Local #49 101-0000-2004 420.00 4/30/2025 Union Dues-May 2025
IUOE Local #49 700-0000-2004 173.27 4/30/2025 Union Dues-May 2025
AP - Check Detail (5/7/2025)Page 9 of 20
102
Last Name Acct 1 Amount Check Date Description
700.00 4/30/2025
IUOE Local #49 700.00
KELLINGTON CONSTRUCTION 414-4010-4702 19,465.50 4/24/2025 Pay App #5 Civic Campus
19,465.50 4/24/2025
KELLINGTON CONSTRUCTION 19,465.50
KENNEDY & GRAVEN, CHARTERED 101-1140-4302 552.00 5/1/2025 Labor/Employment Matters
552.00 5/1/2025
KENNEDY & GRAVEN, CHARTERED 552.00
KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 410.00 4/24/2025 Private Development Inspection-Avienda
KIMLEY HORN AND ASSOCIATES INC 101-0000-2076 2,763.41 4/24/2025 Gigapower Support Services
KIMLEY HORN AND ASSOCIATES INC 210-0000-4300 1,620.00 4/24/2025 Metronet Support Services
KIMLEY HORN AND ASSOCIATES INC 210-0000-4300 18,476.10 4/24/2025 Comcast Support Services
23,269.51 4/24/2025
KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 12,362.23 5/1/2025 Market Blvd
KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 9,027.00 5/1/2025 Great Plains Study
21,389.23 5/1/2025
KIMLEY HORN AND ASSOCIATES INC 44,658.74
Kraus-Anderson Construction Company 414-4010-4702 109,320.31 4/24/2025 Civic Campus
109,320.31 4/24/2025
Kraus-Anderson Construction Company 109,320.31
LAKETOWN ELECTRIC CORPORATION 414-4010-4702 334,875.00 4/24/2025 Pay App #8 Civic Campus
AP - Check Detail (5/7/2025)Page 10 of 20
103
Last Name Acct 1 Amount Check Date Description
334,875.00 4/24/2025
LAKETOWN ELECTRIC CORPORATION 334,875.00
Lument Real Estate Capital LLC 601-6058-4701 32,600.00 4/23/2025 10-cv-25-119 Parcel 1
32,600.00 4/23/2025
Lument Real Estate Capital LLC 32,600.00
LYMAN LUMBER 101-1550-4150 783.49 4/24/2025 Lake Ann dugout covers materials (New construction)
783.49 4/24/2025
LYMAN LUMBER 101-1320-4150 79.66 5/1/2025 Mailbox supplies
79.66 5/1/2025
LYMAN LUMBER 863.15
Maass Eric 101-1420-4381 1,181.08 4/30/2025 APA National Conference Employee Expenses
1,181.08 4/30/2025
Maass Eric 1,181.08
Marco Inc 101-1160-4411 735.00 4/23/2025 Copier lease
735.00 4/23/2025
Marco Inc 735.00
Minnesota UC Fund 101-1320-4060 2,869.62 5/1/2025 Unemployment Q1 2025
2,869.62 5/1/2025
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104
Last Name Acct 1 Amount Check Date Description
Minnesota UC Fund 2,869.62
MN NCPERS LIFE INSURANCE 101-0000-2037 128.00 4/30/2025 May premiums
128.00 4/30/2025
MN NCPERS LIFE INSURANCE 128.00
MN VALLEY ELECTRIC COOP 101-1350-4320 124.84 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 46.16 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 143.35 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 99.94 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 701-0000-4320 758.33 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 5,722.93 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 48.69 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1600-4320 48.06 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 43.75 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 220.70 4/30/2025 Electric Charges
MN VALLEY ELECTRIC COOP 700-0000-4320 165.45 4/30/2025 Electric Charges
7,422.20 4/30/2025
MN VALLEY ELECTRIC COOP 7,422.20
MOR Golf and Utiliity Inc 101-1600-4300 720.00 5/1/2025 Golf Cart Rentals for Memorial Day Ceremony
720.00 5/1/2025
MOR Golf and Utiliity Inc 720.00
MTI DISTRIBUTING INC 101-1550-4120 318.20 5/1/2025 MOWER PARTS
318.20 5/1/2025
MTI DISTRIBUTING INC 318.20
Mulcahy Nickolaus LLC 414-4010-4702 118,217.01 4/24/2025 Pay App #5 Civic Campus
AP - Check Detail (5/7/2025)Page 12 of 20
105
Last Name Acct 1 Amount Check Date Description
118,217.01 4/24/2025
Mulcahy Nickolaus LLC 118,217.01
NAPA AUTO & TRUCK PARTS 700-0000-4140 36.99 4/24/2025 transmission gasket
36.99 4/24/2025
NAPA AUTO & TRUCK PARTS 101-1310-4140 38.72 5/1/2025 filters
NAPA AUTO & TRUCK PARTS 101-1420-4140 8.88 5/1/2025 filters
47.60 5/1/2025
NAPA AUTO & TRUCK PARTS 84.59
North American Safety, Inc.700-0000-4240 348.00 4/24/2025 hats
North American Safety, Inc.701-0000-4240 348.00 4/24/2025 hats
696.00 4/24/2025
North American Safety, Inc. 696.00
Northern Glass & Glazing Inc 414-4010-4702 166,250.00 4/24/2025 Pay App #1 Civic Campus
166,250.00 4/24/2025
Northern Glass & Glazing Inc 166,250.00
Olivine Yoga LLC Val Roder /101-1560-4343 150.00 4/24/2025 February Class instructor fees
Olivine Yoga LLC Val Roder /101-1560-4343 200.00 4/24/2025 March Yoga classes
350.00 4/24/2025
Olivine Yoga LLC Val Roder / 350.00
Ott Travis 101-1539-4343 647.64 4/24/2025 Adult TKD
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106
Last Name Acct 1 Amount Check Date Description
647.64 4/24/2025
Ott Travis 647.64
PACE ANALYTICAL SERVICES INC 700-0000-4300 351.00 5/1/2025 monthly water testing
351.00 5/1/2025
PACE ANALYTICAL SERVICES INC 351.00
PALMER WEST CONSTRUCTION 414-4010-4702 180,827.75 4/24/2025 Pay App #2 Civic Campus
180,827.75 4/24/2025
PALMER WEST CONSTRUCTION 180,827.75
Pine Products Inc 700-0000-4150 400.00 5/1/2025 dirt water repair restorations
400.00 5/1/2025
Pine Products Inc 400.00
Pioneer Research Corporation 701-0000-4551 3,869.22 4/24/2025 degreaser lift stations
3,869.22 4/24/2025
Pioneer Research Corporation 3,869.22
Pollard Water 700-7019-4150 -67.50 5/1/2025 east water treatment supplies
Pollard Water 700-7043-4160 392.81 5/1/2025 chemicals
325.31 5/1/2025
Pollard Water 325.31
Potentia MN Solar 700-0000-4320 1,904.33 4/30/2025 Electric Charges
AP - Check Detail (5/7/2025)Page 14 of 20
107
Last Name Acct 1 Amount Check Date Description
Potentia MN Solar 101-1190-4320 3,697.32 4/30/2025 Electric Charges
Potentia MN Solar 101-1170-4320 2,671.21 4/30/2025 Electric Charges
8,272.86 4/30/2025
Potentia MN Solar 8,272.86
Precision Driving Center 101-1560-4343 693.00 5/1/2025 Jan 30 55+Driver Safety Class
Precision Driving Center 101-1560-4343 390.00 5/1/2025 March 55+DD class fees
1,083.00 5/1/2025
Precision Driving Center 1,083.00
Ramsey Excavating Company 414-4010-4702 20,781.15 4/24/2025 Pay App #8 Civic Campus
20,781.15 4/24/2025
Ramsey Excavating Company 20,781.15
ROADKILL ANIMAL CONTROL 101-1320-4300 645.00 4/24/2025 dead animal service
645.00 4/24/2025
ROADKILL ANIMAL CONTROL 645.00
Sefogah Bernard 101-1420-3235 163.00 4/30/2025 Application Fee Refund
163.00 4/30/2025
Sefogah Bernard 163.00
Senja Inc 101-1539-4343 152.00 5/1/2025 Tai Chi instruction
152.00 5/1/2025
AP - Check Detail (5/7/2025)Page 15 of 20
108
Last Name Acct 1 Amount Check Date Description
Senja Inc 152.00
SHERWIN WILLIAMS 101-1550-4150 60.54 5/1/2025 Turf Marking Paint (Restock)
60.54 5/1/2025
SHERWIN WILLIAMS 60.54
SiteOne Landscape Supply 101-1550-4151 4,929.47 4/24/2025 Early Spring order (restock)
SiteOne Landscape Supply 101-1550-4151 -259.45 4/24/2025 Credit - Billing error
4,670.02 4/24/2025
SiteOne Landscape Supply 4,670.02
SUMMIT FIRE PROTECTION 700-7043-4510 511.00 5/1/2025 fire alarm pre-action system
511.00 5/1/2025
SUMMIT FIRE PROTECTION 511.00
Sun Life Financial 720-0000-2011 20.49 5/1/2025 Life premium-May 2025
Sun Life Financial 101-0000-2015 1,364.49 5/1/2025 LTD premium-May 2025
Sun Life Financial 101-0000-2037 1,224.20 5/1/2025 Life premium-May 2025
Sun Life Financial 101-0000-2011 8.15 5/1/2025 Life premium-May 2025
Sun Life Financial 701-0000-2015 65.09 5/1/2025 LTD premium-May 2025
Sun Life Financial 700-0000-2037 182.90 5/1/2025 Life premium-May 2025
Sun Life Financial 101-0000-2011 695.22 5/1/2025 Life premium-May 2025
Sun Life Financial 701-0000-2037 182.90 5/1/2025 Life premium-May 2025
Sun Life Financial 700-0000-2011 49.44 5/1/2025 Life premium-May 2025
Sun Life Financial 720-0000-2015 40.59 5/1/2025 LTD premium-May 2025
Sun Life Financial 700-0000-2015 101.26 5/1/2025 LTD premium-May 2025
Sun Life Financial 701-0000-2011 31.25 5/1/2025 Life premium-May 2025
3,965.98 5/1/2025
Sun Life Financial 3,965.98
AP - Check Detail (5/7/2025)Page 16 of 20
109
Last Name Acct 1 Amount Check Date Description
Swanson & Youngdale Inc 414-4010-4702 4,750.00 4/24/2025 Pay App #3 Civic Campus
4,750.00 4/24/2025
Swanson & Youngdale Inc 4,750.00
Top Line Steel Corporation 414-4010-4702 29,450.00 4/24/2025 Pay App #6 Civic Campus
29,450.00 4/24/2025
Top Line Steel Corporation 29,450.00
Triethart DeeAnn 101-1120-4110 54.70 4/23/2025 Plates and Bowls
54.70 4/23/2025
Triethart DeeAnn 54.70
True North Controls 701-0000-4551 6,907.00 5/1/2025 lift station upgrades
6,907.00 5/1/2025
True North Controls 6,907.00
TWIN CITY HARDWARE 414-4010-4702 36,711.80 4/24/2025 Pay App #1 Civic Campus
36,711.80 4/24/2025
TWIN CITY HARDWARE 36,711.80
UHL Company Inc 101-1190-4510 4,599.19 5/1/2025 remove and replace pump#5
4,599.19 5/1/2025
UHL Company Inc 4,599.19
USA BLUE BOOK 700-7019-4160 60.15 4/24/2025 supplies for chemicals
AP - Check Detail (5/7/2025)Page 17 of 20
110
Last Name Acct 1 Amount Check Date Description
USA BLUE BOOK 700-7019-4160 512.94 4/24/2025 supplies for chemicals
USA BLUE BOOK 700-7019-4150 127.76 4/24/2025 east water treatment supplies
700.85 4/24/2025
USA BLUE BOOK 700-7019-4120 3,392.40 5/1/2025 pump/ supplies for treatment plant
USA BLUE BOOK 700-7019-4120 105.90 5/1/2025 EWTP equipment supplies
3,498.30 5/1/2025
USA BLUE BOOK 4,199.15
VERIZON WIRELESS 101-1310-4310 261.97 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1170-4310 87.78 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1160-4310 139.17 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1420-4310 190.57 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1250-4310 312.05 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1540-4310 40.01 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1110-4310 40.01 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1520-4310 52.16 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1550-4310 442.03 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 701-0000-4310 350.33 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 720-0000-4310 268.89 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1600-4310 250.62 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1320-4310 410.73 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1312-4310 129.17 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1530-4310 41.39 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1370-4310 107.07 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1220-4310 713.73 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1120-4310 137.81 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 700-0000-4310 495.65 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1160-4131 3,028.95 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 701-0000-4310 95.08 4/30/2025 Telephone & Communication Charges
VERIZON WIRELESS 700-0000-4310 95.08 4/30/2025 Telephone & Communication Charges
7,690.25 4/30/2025
VERIZON WIRELESS 7,690.25
WS & D PERMIT SERVICE 101-1250-3301 120.00 4/24/2025 Refund - 8121 Maplewood Ter - 2025-00765
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Last Name Acct 1 Amount Check Date Description
120.00 4/24/2025
WS & D PERMIT SERVICE 120.00
WW GRAINGER INC 700-0000-4509 2,942.20 5/1/2025 backflow supplies
2,942.20 5/1/2025
WW GRAINGER INC 2,942.20
XCEL ENERGY INC 700-0000-4320 1,845.78 4/30/2025 Electric Charges
XCEL ENERGY INC 101-1350-4320 4,152.24 4/30/2025 Electric Charges
XCEL ENERGY INC 700-7019-4320 2,888.60 4/30/2025 Electric Charges
XCEL ENERGY INC 700-0000-4320 149.06 4/30/2025 Electric Charges
XCEL ENERGY INC 101-1600-4320 53.94 4/30/2025 Electric Charges
XCEL ENERGY INC 101-1550-4320 45.73 4/30/2025 Electric Charges
XCEL ENERGY INC 101-1540-4320 600.11 4/30/2025 Electric Charges
XCEL ENERGY INC 101-1600-4320 313.70 4/30/2025 Electric Charges
XCEL ENERGY INC 101-1350-4320 26,237.15 4/30/2025 Electric Charges
36,286.31 4/30/2025
XCEL ENERGY INC 36,286.31
Xuan Tuyet Doan-Nguyen Jennifer 101-1539-4343 99.36 4/24/2025 TKD Adult
Xuan Tuyet Doan-Nguyen Jennifer 101-1538-4343 548.28 4/24/2025 TKD Youth
647.64 4/24/2025
Xuan Tuyet Doan-Nguyen Jennifer 647.64
ZACK'S INC.101-1320-4120 326.66 4/24/2025 shovels ratchet straps
326.66 4/24/2025
ZACK'S INC. 326.66
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112
Last Name Acct 1 Amount Check Date Description
2,289,609.58
AP - Check Detail (5/7/2025)Page 20 of 20
113
City Council Item
May 12, 2025
Item Consider Preliminary Plat and Final Plat application for Chanhassen Bluffs
File No.25-04 Item No: D.4
Agenda Section CONSENT AGENDA
Prepared By Eric Maass, Community Development Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"Motion to approve preliminary plat and final plat for Chanhassen Bluffs subject to the vacation of
the existing public drainage and utility easement over Outlot E, Avienda Townhomes."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The city is proposing the subdivision of the property into one 13.00-acre buildable lot (Lot 1, Block 1)
and three outlots (Outlots A, B, and C). The purpose of the subdivision is to establish the property
necessary for the construction of the Chanhassen Bluffs Community Center. The city is not seeking site
plan approval now, but that application will come forward at a future date. The city is only pursuing
subdivision approval at this time. The existing Planned Unit Development (PUD) Ordinance regulating
the site's zoning and the proposed preliminary plat and use are consistent with the property's future land
use designation. The proposed plat proposes a singular buildable lot that conforms to the PUD
minimum requirements and the PUD site plan. That area is identified as “District 3” within the PUD,
which is intended to be developed as amusement/recreation/entertainment uses.
The Planning Commission held a public hearing on May 6 with one individual sharing comments
generally summarized as excitement for the community center, and some questions regarding the
Avienda development as a whole and future new development and stormwater management.
114
BACKGROUND
Chapter 18, Subdivision Chapter 20, Article VIII, Section 20-509, Standards and guidelines for
regional/lifestyle center commercial planned unit developments Ordinance 696, “Avienda Planned Unit
Development”
DISCUSSION
BUDGET
RECOMMENDATION
The Planning Commission recommended unanimous approval of the proposed subdivision as presented.
ATTACHMENTS
Chanhassen Bluffs Preliminary Plat
Chanhassen Bluffs Final Plat
Staff Report
Findings of Fact and Decision
Development Application
115
Curve TableCurve #C1C2C3C4C5C6C7C8Length56.2937.0450.7143.7623.0627.65296.1822.65Radius94.0066.0066.0094.0066.0066.002355.002355.00Delta34°18'40"32°09'21"44°01'18"26°40'33"20°00'54"24°00'25"7°12'22"0°33'04"OUTLOT COUTLOT BLOT 1BLOCK 1N01°43'13"E 344.00N88°16'44"W 265.26N01°43'16"E 159.67
N17°34'
5
0
"
W
1
4
8
.
0
2
N01°43'16"E 230.90
N57°15'04"W102.30116.43
N01°43'16"E N30°25'13"W59.00S01°56'14"W 263.03
S07°02'36"E 70
9
.
3
6
S2
9
°
1
9
'
1
9
"
W
1
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2
.
1
1N88°03'46"W 1149.34S89°39'32"E 340.1434.62
S06°05'13"E N81°58'01"E38.61N79°35'38"E56.91N72°45'31"W17.06N60°56'44"W83.49N39°22'33"W89.21N05°33'21"W85.52N15°04'06"W109.18N59°55'53"W89.02N67°22'49"W105.43L=255.82R=1136.00Δ=12°54'09"L=327.90R=952.77Δ=19°43'07"N07°45'55"W14.59L=318.83R=2355.00Δ=7°45'25"239.96788.85120.5310391
91
103
113113(VARIABLE WIDTH ROW)10' PARKING SETBACK30' BUILDING SETBACK10' PARKING S
E
T
B
A
C
K
30' BUILDING S
E
T
B
A
C
K C1C2C3C4C5C6
N01°43'15"E 256.12
N88°44'35"W135.18N88°15'45"W64.4971.70N44°42'54"EOUTLOT AC7C8OWNER: LEVEL 7 DEVELOPMENT LLCADDRESS: UNASSIGNEDPID: 250960440DRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT EPER PLAT OF AVIENDA TOWNHOMESPROPOSEDDRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT APROPOSED10 FT DRAINAGE ANDUTILITY EASEMENTPROPOSED10 FT DRAINAGE ANDUTILITY EASEMENTPROPOSEDDRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT CPROPOSEDDRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT BPROPERTY DESCRIPTION(Per Land Title, Inc Property Report No. 708652, dated February 14, 2025)Outlot E, Avienda Townhomes, Carver County, Minnesota.PROPERTY SUMMARY1.Subject property's address is unassigned.2.Subject property's property identification number is 250960440.3.The gross area of the subject property is 992,133 Square Feet or 22.776 acres.4.The subject property is zoned PUDRC - Planned Unit Devel. District/ Regional Commercial,per the City of Chanhassen Zoning Map, dated 2/10/2023.SCALE:SURVEY BY:DRAWN BY:CHECK BY:SHEETOFWSB PROJECT NO.I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR
REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL LAND SURVEYOR
UNDER THE LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
Chanhassen Bluffs
PID No. 25.0960440
City of Chanhassen, Minnesota Preliminary Plat1" = 100'Jeremy R. Honga
5801304/16/2025028043-00011SURVEYOR NOTES1.Easements shown (unless otherwise noted) are as identified in Land Title, Inc. PropertyReport No. 708652, dated February 14, 2025. No other search of the public records foreasements or encumbrances was made by the undersigned.2.Existing conditions and contour information per others, and provided to WSB on 2/6/2025.2.The vertical datum is based on NAVD88.PLAT AREASProposed plat areas are as follows:Lot 1, Block 1 = 566,472 Square Feet or 13.004 acresOutlot A = 87,523 Square Feet or 2.009 acresOutlot B = 243,757 Square Feet or 5.596 acresOutlot C = 94,381 Square Feet or 2.167 acresTotal = 992,133 Square Feet or 22.776 acresADDRESSESOwner: City of ChanhassenSurveyor: WSB 701 xenia Avenue South, Suite 300 Minneapolis, MInnesotaPRELIMINARY PLAT - DRAFT - 2025-04-16
DENOTES PLAT BOUNDARY.DENOTES PROPOSED LOT LINE.DENOTES 1/2 INCH X 14 INCH IRON MONUMENTSET AND MARKED BY LICENSE NO. 58013.DENOTES FOUND MONUMENT.DENOTES RESTRICTED ACCESS.THE SOUTH LINE OF OUTLOT E, AVIENDA TOWNHOMES,IS ASSUMED TO HAVE A BEARING OF N88°03'46"W.NOTE: THE DRAINAGE AND UTILITY EASEMENT OVERALL OF OUTLOT E, WHICH WAS DEDICATED BY THEPLAT OF AVIENDA TOWNHOMES, IS PROPOSED TO BEVACATED.0Graphic Scale (in feet)100200N1 inch = 100 feetNW 1/4NE 1/4SE 1/4SW 1/4SITENNOT TO SCALESECTION 23, TOWNSHIP 116, RANGE 23,CARVER COUNTY, MINNESOTAVICINITY MAPLYMAN BLVD.BLUFF CREEKBLVD.C.S.A.H. NO. 18C.S.A.H. NO. 17U.S. TRUNK HWY. NO. 212 POWERS BLVD.C:\ACC\ACCDocs\WSB\028043-000\Project Files\05_Discipline\Survey\Drawing\028043-000-PPLAT-Chanhassen Bluffs.dwg, 4/16/2025 6:21:38 PM
116
OUTLOT COUTLOT BLOT 1BLOCK 1N01°43'13"E 344.00
N88°16'44"W 265.26N01°43'16"E 159.67
N17°34'
5
0
"
W
1
4
8
.
0
2
N01°43'16"E 230.90
N57°15'04"W102.30116.43
N01°43'16"E N30°25'13"W59.00S01°56'14"W 263.03
S07°02'36"E 7
0
9
.
3
6
S2
9
°
1
9
'
1
9
"
W
1
5
2
.
1
1N88°03'46"W 1149.34S89°39'32"E 340.1434.62
S06°05'13"E N81°58'01"E38.61N79°35'38"E56.91N72°45'31"W17.06N60°56'44"W83.49N39°22'33"W89.21N05°33'21"W85.52N15°04'06"W109.18N59°55'53"W89.02N67°22'49"W105.43L=255.82R=1136.00Δ=12°54'09"L=327.90R=952.77Δ=19°43'07"N07°45'55"W14.59L=318.83R=2355.00Δ=7°45'25"239.96788.85120.53103
91
91
103
113113(VARIABLE WIDTH ROW)C1C2C3C4C5C6DRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT CDRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT B10 FT DRAINAGE ANDUTILITY EASEMENT10 FT DRAINAGE ANDUTILITY EASEMENTN01°43'15"E 256.12
N88°44'35"W135.18N88°15'45"W64.497
1
.
7
0
N
4
4
°
4
2
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5
4
"
E
OUTLOT ADRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT AC7C8Curve TableCurve #C1C2C3C4C5C6C7C8Length56.2937.0450.7143.7623.0627.65296.1822.65Radius94.0066.0066.0094.0066.0066.002355.002355.00Delta34°18'40"32°09'21"44°01'18"26°40'33"20°00'54"24°00'25"7°12'22"0°33'04"CHANHASSEN BLUFFSFINAL PLAT - DRAFT - 2025-04-16
DENOTES 1/2 INCH X 14 INCH IRON MONUMENTSET AND MARKED BY LICENSE NO. 58013.DENOTES FOUND MONUMENT.DENOTES RESTRICTED ACCESS.THE SOUTH LINE OF OUTLOT E, AVIENDA TOWNHOMES,IS ASSUMED TO HAVE A BEARING OF N88°03'46"W.NOTE: THE DRAINAGE AND UTILITY EASEMENT OVERALL OF OUTLOT E, WHICH WAS DEDICATED BY THEPLAT OF AVIENDA TOWNHOMES, HAS BEEN VACATEDPER DOC. NO. .0Graphic Scale (in feet)100200N1 inch = 100 feetC.R. DOC. NO. PLAT FILE NO. NW
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.KNOW ALL PERSONS BY THESE PRESENTS: That Level 7 Development, LLC, a Minnesota limited liability company, fee owner, ofthe following described property situated in the County of Carver, State of Minnesota, to wit:Outlot E, Avienda Townhomes, Carver County, Minnesota.Has caused the same to be surveyed and platted as CHANHASSEN BLUFFS, and does hereby dedicate the easements as shown onthis plat for drainage and utility purposes only.In witness whereof said Level 7 Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by itsproper officer this _______ day of ____________________, 20_____.SIGNED: Level 7 Development, LLC, a Minnesota limited liability companyBy: , as STATE OF MINNESOTACOUNTY OF The foregoing instrument was acknowledged before me this _______ day of ____________________, 20_____, by , of Level 7 Development, LLC, a Minnesota limited liability company, onbehalf of the company.Notary Public, County, MinnesotaNotary Printed NameMy Commission Expires I Jeremy R. Honga do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed LandSurveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labelsare correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that allwater boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shownand labeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 20 .Jeremy R. Honga, Licensed Land Surveyor,Minnesota License No. 58013STATE OF MINNESOTACOUNTY OF The foregoing instrument was acknowledged before me this _______ day of ____________________, 20_____, by Jeremy R. Honga, aLicensed Land Surveyor.Notary Public, County, MinnesotaNotary Printed NameMy Commission Expires CITY OF CHANHASSEN, MINNESOTAThis plat of CHANHASSEN BLUFFS was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meetingthereof, held this ______ day of ____________________, 20___, and is in compliance with the provisions of Minnesota Statutes, Section505.03, Subd. 2.City Council, Chanhassen, MinnesotaBy: Mayor By: ClerkCOUNTY SURVEYOR, Carver County, MinnesotaPursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this _______ day of ____________________, 20___.By: Brian E. Praske, Carver County SurveyorCOUNTY AUDITOR, Carver County, MinnesotaI hereby certify that taxes payable in 20___ and prior years have been paid for land described on this plat. Dated this _______ day of____________________, 20___.By: Crystal Campos, Carver County AuditorCOUNTY RECORDER, Carver County, MinnesotaI hereby certify that this plat of CHANHASSEN BLUFFS was filed this _______ day of ____________________, 20___, at ______o'clock ____ .M. as Document No. ____________________.By: Kaaren Lewis, Carver County Recorder117
Application: Requesting Preliminary Plat
(Planning Case #2025-04)
Staff Report Date: April 29, 2025
Drafted By: Eric Maass, Community Development Director
Planning Commission Review Date: May 6, 2025
City Council Review Date: March 12, 2025
SUMMARY OF REQUEST: The Applicant is requesting plat approval to subdivide property to
create one buildable 13-acre parcel and three outlots. The purpose of the buildable lot is
intended for the future site of the Chanhassen Bluffs Community Center. The Applicant is not
currently seeking site plan approval of the facility but will do so in the future following plat
approvals.
LOCATION: Outlot E, Avienda Townhomes
PID: 25.0960440
APPLICANT: City of Chanhassen
PROPERTY OWNER: Level 7 Development
PRESENT ZONING: Planned Unti Development (PUD)
2040 LAND USE PLAN: Office/Commercial
ACREAGE: 22.76
DENSITY: N/A
PROPOSED MOTION:
“The Chanhassen Planning Commission recommends approval of the requested preliminary plat
and adopts the attached Findings of Fact and Decision.”
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LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The city’s discretion in approving or denying a preliminary plat is limited to whether or not the
proposed plat meets the standards outlined in the Subdivision Regulations and Zoning
Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a
quasi-judicial decision.
APPLICABLE REGULATIONS
Chapter 18, Subdivision
Chapter 20, Article VIII, Section 20-509, Standards and guidelines for regional/lifestyle center
commercial planned unit developments
Ordinance 696, “Avienda Planned Unit Development”
PROPOSAL/SUMMARY
The Applicant is proposing the subdivision of the property into one 13.00 acre buildable lot (Lot
1, Block 1) and three outlots (Outlots A, B, and C). The purpose of the subdivision is to establish
the property necessary for the construction of the Chanhassen Bluffs Community Center. The
City is not seeking site plan approval at this time and that application will come forward at a
future date. Currently the City is only pursuing approval of the preliminary and final plat.
ENVIRONMENTAL PROTECTION DISTRICTS
• Wetland Protection – No wetlands on site.
• Bluff Protection – No natural bluffs on site.
• Shoreland Management – Not within a shoreland management district.
• Floodplain Overlay – Not within a floodplain overlay district.
LAND USE DESIGNATION
The property is assigned as both Office and Commercial designations by the 2040
Comprehensive Plan.
LAND USE – ZONING CONSISTENCY
The existing Planned Unit Development (PUD) Ordinance regulating the zoning of the site is
consistent with the properties future land use designation.
The proposed plat proposes a singular buildable lot and that lot conforms to the PUD minimum
requirements as well as the PUD site plan. That area is identified as “District 3” within the PUD
and that area is intended to be developed as amusement/recreation/entertainment uses.
SUBDIVISION REVIEW
When considering a subdivision application, City Code directs the City to consider seven (7)
aspects of the proposed subdivision. The seven (7) considerations and findings are as follows:
a) The proposed subdivision is consistent with the zoning ordinance.
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Finding: Subdivision meets all of the requirements of the Avienda Planned Unit
Development “PUD” zoning ordinance.
b) The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the City's Comprehensive Plan;
Finding: Subdivision is consistent with applicable city, county and regional plans including
the City’s Comprehensive Plan.
c) The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater
drainage are suitable for the proposed development;
Finding: The subject property is suitable for the proposed development.
d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage
disposal, streets, erosion control and all other improvements required by the subdivision
ordinance;
Finding: The development plans adequately demonstrate the ability to serve the site with
sanitary, water, stormwater utilities and erosion control.
e) The proposed subdivision will not cause significant environmental damage subject to
compliance with the conditions of approval;
Finding: The proposed subdivision conforms to City Code and will not cause significant
damage to the environment.
f) The proposed subdivision will not conflict with easements of record;
Finding: The proposed subdivision does not conflict with easements of record following the
City releasing the existing drainage and utility easement over the entirety of Outlot E,
Avienda Townhomes plat.
g) The proposed subdivision is not premature. A subdivision is premature if any of the following
exists:
1) Lack of adequate stormwater drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off-site public improvements or support systems.
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Finding: The proposed subdivision is not premature as it has adequate access and space for
stormwater drainage, adequate roadways, sanitary sewer systems, and public
improvements and support systems.
ENGINEERING AND WATER RESOURCES PROJECT OVERVIEW
The Applicant is requesting preliminary and final plat approval to subdivide the property legally
identified as Outlot E, Avienda Townhomes. The consulting firm, WSB, developed the
Preliminary and Final Plat which has been reviewed by city staff. The plans provided show the
establishment of one buildable 13-acre lot and 3 outlots. The outlots will be used for
stormwater management and future development.
STREETS, GRADING, STORMWATER MANAGEMENT
The preliminary plat does not propose any new public or private streets or include proposals to
modify the site grading and associated stormwater management facilities. Private roads and
stormwater management will be identified and reviewed by city staff with the future site plan
submittal
RECOMMENDATION
Staff recommends approval of the preliminary plat as proposed and adopting the findings of
fact and recommendation.
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CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND DECISION
IN RE: Application of City of Chanhassen – Planning Case No. 2025-04, Chanhassen Bluffs.
Request for Subdivision of land for purposes of constructing a community center.
On May 6, 2025, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of the City of Chanhassen for a subdivision request
associated with the proposed Chanhassen Bluffs Community Center. The Planning Commission
conducted a public hearing on the proposed development preceded by published and mailed
notice. The Planning Commission heard testimony from all interested persons wishing to speak
and now makes the following:
FINDINGS OF FACT
1. The property is guided in the Land Use Plan for Office and Commercial development.
2. The legal description of the property is: Outlot E, Avienda Townhomes
3. SUBDIVISION FINDINGS
a) The proposed subdivision is consistent with the zoning ordinance.
Finding: Subdivision meets all of the requirements of the Avienda Planned Unit
Development “PUD” zoning ordinance.
b) The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the City's Comprehensive Plan;
Finding: Subdivision is consistent with applicable city, county and regional plans including
the City’s Comprehensive Plan.
c) The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater
drainage are suitable for the proposed development;
Finding: The subject property is suitable for the proposed development.
d) The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by the
subdivision ordinance;
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Finding: The development plans adequately demonstrate the ability to serve the site with
sanitary, water, stormwater utilities and erosion control.
e) The proposed subdivision will not cause significant environmental damage subject to
compliance with the conditions of approval;
Finding: The proposed subdivision conforms to City Code and will not cause significant
damage to the environment.
f) The proposed subdivision will not conflict with easements of record;
Finding: The proposed subdivision does not conflict with easements of record following the
City releasing the existing drainage and utility easement over the entirety of Outlot E,
Avienda Townhomes plat.
g) The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
1) Lack of adequate stormwater drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off-site public improvements or support systems.
Finding: The proposed subdivision is not premature as it has adequate access and space for
stormwater drainage, adequate roadways, sanitary sewer systems, and public improvements
and support systems.
7. The planning report #2025-04 dated April 29, 2025, prepared by Eric Maass is incorporated
herein.
DECISION
The City Council adopts the attached findings of fact for approval of the requested
subdivision for Chanhassen Bluffs.
ADOPTED by the Chanhassen City Council this 12th day of May, 2025.
CHANHASSEN CITY COUNCIL
BY:___________________________________
Its Mayor
BY:_ __________________________________
Its City Manager
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Mark NordlandLevel 7 Development, LLC
200 Southdale Center 612-812-7020
Edina, MN 55435
mnordland@nordlandpartners.com
5/6/25
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City Council Item
May 12, 2025
Item Award Design Contract for Rehabilitation of Wells 8 and 11
File No.ENG 25-11 Item No: D.5
Agenda Section CONSENT AGENDA
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves a design contract with BARR Engineering for the
Rehabilitation of Wells 8 & 11."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
Consider an award of a design contract for annual well rehabilitation work.
BACKGROUND
The city has a plan for annual well rehabilitations. Typically, a municipal well is rehabbed every 8 to 10
years. The city currently has 12 active municipal wells.
DISCUSSION
BARR has performed nearly all of our well installation and rehabilitation design services. They know
our infrastructure and staff, and have performed exemplary work thus far. The contract is based on our
standard professional services template.
BUDGET
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Well Rehabilitations are included in our 5-yr Capital Improvement Plan, which includes the design
services. The budget for the 2025 rehabilitation work is $140,000.
RECOMMENDATION
Staff recommends awarding the contract.
ATTACHMENTS
Barr Chanhassen Wells 8 11 Rehab Contract
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1
Barr_Chanhassen_Wells 8 & 11 Rehab Contract
PROFESSIONAL SERVICES AGREEMENT
AGREEMENT made this 12th day of May, 2025, by and between the CITY OF
CHANHASSEN, a Minnesota municipal corporation ("City") and BARR ENGINEERING Co.,
("Consultant").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Consultant for Design and Construction
Administration Services for the Well #8 and #11 Rehabilitation Project.
2. CONTRACT DOCUMENTS. The following documents shall be referred to as the
"Contract Documents," all of which shall be taken together as a whole as the contract between the
parties as if they were set verbatim and in full herein:
A. This Professional Services Agreement;
B. Insurance Certificate;
C. Consultant’s April 22, 2025 proposal (“Proposal”).
In the event of conflict among the provisions of the Contract Documents, the order in which they are
listed above shall control in resolving any such conflicts, with Contract Document “A” having the
first priority and Contract Document “C” having the last priority.
3. COMPENSATION. Consultant shall be paid by the City for the services described
in the Proposal a not to exceed fee of Thirty-Four Thousand Dollars ($34,000), inclusive of expenses.
Services performed directly by Consultant shall be paid at an hourly rate in accordance with the
Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted
if the estimated hours to perform a task, the number of required meetings, or any other estimate or
assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be
made by the City within thirty-five (35) days of receipt of an invoice.
4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and
information generated in connection with performance of this Agreement shall be the property of
the City. The City may use the information for its purposes.
5. CHANGE ORDERS. All change orders, regardless of amount, must be approved
in advance and in writing by the City. No payment will be due or made for work done in advance
of such approval.
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Barr_Chanhassen_Wells 8 & 11 Rehab Contract
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of services to be provided.
7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill,
and diligence in the performance of the services as is ordinarily possessed and exercised by a
professional consultant under similar circumstances. No other warranty, expressed or implied, is
included in this Agreement. City shall not be responsible for discovering deficiencies in the
accuracy of Consultant’s services.
8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its
officers, agents, and employees, of and from any and all claims, demands, actions, causes of action,
including costs and attorney's fees, arising out of or by reason of the execution or performance of the
services provided for herein and further agrees to defend at its sole cost and expense any action or
proceeding commenced for the purpose of asserting any claim of whatsoever character arising
hereunder.
9. INSURANCE. Consultant shall secure and maintain such insurance as will protect
Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims
for bodily injury, death, or property damage which may arise from the performance of services under
this Agreement. Such insurance shall be written for amounts not less than:
Commercial General Liability $2,000,000 each occurrence/aggregate
Automobile Liability $2,000,000 combined single limit
Professional Liability $2,000,000 each occurrence/aggregate
The City shall be named as an additional insured on the general liability policy on a primary and non-
contributory basis. Before commencing work, the Consultant shall provide the City a certificate of
insurance evidencing the required insurance coverage in a form acceptable to City.
10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an
independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not
an employee of the City and is free to contract with other entities as provided herein. Consultant shall
be responsible for selecting the means and methods of performing the work. Consultant shall furnish
any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this
Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent
that Consultant or any of Consultant's agents or employees are in any manner agents or employees of
the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own
FICA payments, workers compensation payments, unemployment compensation payments,
withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are
required to be paid by law or regulation.
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Barr_Chanhassen_Wells 8 & 11 Rehab Contract
11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Consultant shall
comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed
services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from
City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of
a month to subcontractors on any undisputed amount not paid on time to subcontractors. The
minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars
($100.00) or more is Ten Dollars ($10.00).
12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and
construed in accordance with the laws of the State of Minnesota. In the event of litigation, the
exclusive venue shall be in the District Court of the State of Minnesota for Carver County
Minnesota.
13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this
Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were
a government entity. In the event Consultant receives a request to release data, Consultant must
immediately notify City. City will give Consultant instructions concerning the release of the data to
the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from
Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
14. COPYRIGHT. Consultant shall defend actions or claims charging infringement
of any copyright or software license by reason of the use or adoption of any software, designs,
drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage
resulting therefrom.
15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract
requires, or the Consultant desires, the use of any design, devise, material or process covered by
letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by
suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed
with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and
hold harmless the City from any and all claims for infringement by reason of the use of any such
patented designed, device, material or process, or any trademark or trade name or copyright in
connection with the services agreed to be performed under the Contract, and shall indemnify and
defend the City for any costs, liability, expenses and attorney's fees that result from any such
infringement.
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Barr_Chanhassen_Wells 8 & 11 Rehab Contract
16. RECORDS. Consultant shall maintain complete and accurate records of hours
worked and expenses involved in the performance of services.
17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising
herein, without the written consent of the other party.
18. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof, as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
20. TERMINATION. This Agreement may be terminated by the City for any reason
or for convenience upon written notice to the Consultant. In the event of termination, the City shall
be obligated to the Consultant for payment of amounts due and owing including payment for
services performed or furnished to the date and time of termination.
Dated: _______________, 2025. CITY OF CHANHASSEN
BY: _____________________________________________
Elise Ryan, Mayor
BY: _____________________________________________
Laurie Hokkanen, City Manager
Dated: _______________, 2025. BARR ENGINEERING, Co.
BY: _____________________________________________
____________
Its __________________
ENGINEERING,,,,Co.
__________________________________________________________________________________________________
April 24
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barr.com
4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 | 952.832.2600
April 22, 2025
Charlie Howley, PE, LEED AP
Public Works Director/City Engineer
City of Chanhassen
7700 Market Boulevard P.O. Box 147
Chanhassen, MN 55317
Re: Proposal for Well Rehabilitation Project (Well #8 & #11)
Dear Mr. Howley:
Barr Engineering Co. (Barr) appreciates the opportunity to submit a proposal to provide engineering
services for the rehabilitation of the City of Chanhassen’s (City) Wells 8 & 11 (Project). This proposal is
similar to previous well rehabilitation proposals submitted for other Chanhassen wells, for which Barr has
provided engineering services, including Wells 2, 3, 4, 10, 12, and 15.
The following sections summarize our:
x Project Understanding
x Proposed scope of work
x Project team
x Project schedule
x Consultant fee
Project understanding
The City rehabilitates several of its water supply wells each year. In the fall of 2025 to the spring of 2026,
the plan is to rehabilitate Wells 8 & 11. The City has asked Barr to provide engineering support for the
work. Barr understands our scope of work includes preparing technical specifications and quantities,
which will be used to solicit quotes from a select group of well contractors. Barr will provide construction
support on an as-needed basis, including:
x Responding to field RFIs
x Review pump test results and video logs
x Inspection of equipment removed from the wells during rehabilitation and
x Inspection of the wells after the contractor has completed the rehabilitation work.
The Project will consist of rehabilitating wells and pumping equipment in Well Nos. 8 and 11. The
rehabilitation will include cleaning the casing, followed by a video inspection of the well, cleaning,
inspecting, and repairing each pump and motor, as well as cleaning, inspecting, and repairing the drop or
column pipe and downhole check valve. Barr will review existing well videos and related information to
prepare bidding documents and define the scope of the rehabilitation work. The following section
summarizes our understanding of each well.
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Charlie Howley, PE, LEED AP
April 22, 2025
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P:\Mpls\23 MN\10\23101045 Chanhassen Well 10 and 12 Reha\ProjRiskMgmt\Wells 8 and 11_final.docx
Well # Aquifer(s) Total
depth (ft)
Open Hole
or Screen
Line Shaft or
Submersible
Comments
#8 Prairie du
Chien Jordan
489 Open Hole Line Shaft There were interference
issues with a private well
across the street. The well
was modified and there
have been no interference
complaints since then.
#11 Quaternary 214 Screen Submersible Went dry during the recent
drought
Barr understands that the City would like the Project to include addressing the well pumps and motors,
cleaning and inspecting them for wear, and performing the necessary rehabilitation, such as:
x Well #8 replacement of worn, damaged, or corroded column pipe, line shaft, and couplings
o Inspect and replace damaged bearing retainers (spiders) and most, if not all, bushings.
o Reuse column pipe in good to excellent condition as determined by Barr and or the
Contractor during the inspection of the equipment after it is removed from the well.
x Well #11 replacement of worn, damaged, or corroded drop pipe in Well #11.
o Reuse drop pipe in good to excellent condition as determined by Barr and or the
Contractor during the inspection of the equipment after it is removed from the well.
x Replacement of worn and damaged parts such as wear rings, pump bowl bearings, bowl shaft,
pump intake screen, and downhole check valve (if worn or broken)
x Brushing and cleaning the well casing
x Inspect/clean the screen for Well #11 and bail the open hole of Well #11 if needed.
x Television inspection/recording of the well before and after completion of the rehabilitation work.
Barr also recommends that the City include the following additional rehabilitation work related to the wells
since the equipment will be out of the hole; thereby making these tasks relatively simple if it is determined
that they are needed:
x Perform a detailed pump/drawdown/sand content test to assess the well condition
x If the pump test warrants, consider redevelopment of the well to enhance sand-free well capacity
x Perform the final pump test following servicing to determine if a new design point is warranted for
the pump and motor.
Other rehabilitation tasks can be suggested during the project kick-off meeting once we have reviewed
the information specific to each well and again after reviewing the well videos.
Scope
A detailed scope of work is included below.
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Charlie Howley, PE, LEED AP
April 22, 2025
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P:\Mpls\23 MN\10\23101045 Chanhassen Well 10 and 12 Reha\ProjRiskMgmt\Wells 8 and 11_final.docx
Task 1 Kick-off Meeting/Scope Confirmation
Objective: Confirm with the City the specific tasks and deliverables that will make the Project successful.
Task description: Barr will review the City's existing data for Well Nos. 8 and 11 and prepare an agenda
for a kick-off meeting if one is needed. If a meeting is held, we will confirm the scope of the Project. The
more data the City can provide, the more we will be able to assess the well's condition before hiring a well
contractor to perform rehabilitation tasks.
Task 1 meetings
Kickoff meeting, if held, will be in Chanhassen City Hall or the East Treatment Plant.
Even if no meeting is help we will still visit each well site.
Task 1 deliverables
Invitation to, agenda, and minutes for the Kickoff meeting
Scope of work modifications, if any, are requested or recommended.
Task 1 work by City
City will provide sets of record drawings for each well, well videos from past inspections or
construction, and a record of any previous rehabilitation work performed on each well.
Facilitate access to each well site and well house.
Task 2 Design and Bidding Services
Objective: Obtain quotes for the Project from qualified Well Contractors.
Task description: This task consists of preparing a single set of quote documents for the Project. The
City’s General Conditions and standard contract documents will be used to prepare the contract. Barr will
prepare an Engineer’s Estimate for the project before requesting quotes from the contractors. We will
then identify qualified contractors and solicit quotes for the work (anticipated list: Traut Wells, E.H. Renner
& Sons, and Bergerson Casewell). During the quote phase, we will answer contractor questions. Once
quotes are received, we will tabulate them and provide a letter of recommendation of award to the city.
Task 2 meetings
Design review meeting to go over 90% plans and specs
Task 2 deliverables
Engineer’s Estimate
Electronic copies of the construction documents (in .docx format), including technical
specifications and bill of material.
Submittal at 90% for City review and comment
Submittal at 100% issued for quotes
Recommendation of award letter
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Charlie Howley, PE, LEED AP
April 22, 2025
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Task 2 work by City
Provide a review of 90% of plans and specs in a timely manner.
Task 3 Construction Administration Support
Objective: Ensure a smooth construction project and respond to contractor inquiries
Task description: Barr understands the City plans to provide most of the construction observation and
management. We will be available to answer questions and provide input as needed. We have included 20
hours of office time for Task 3 and 30 hours for inspection of the wells after the contractor completes the
rehabilitation work. If the City desires a greater level of construction involvement, costs will increase
accordingly.
Task 3 meetings
Organize, participate in, and administer a pre-construction meeting.
Any additional meetings requested will be billed on a time and materials basis over and above the
costs shown in this proposal.
Task 3 deliverables
None
If a shop drawing review is requested, it will be provided on a time and materials basis over and
above the cost shown in this proposal. In this case, a project manual will be prepared with
approved shop drawings.
Task 3 work by City
City will provide shop drawings review and approval per our understanding of the proposal
City will review and approve pay applications with input from Barr
City will perform construction close out with input from Barr
Schedule
Milestone Date
Notice to Proceed April 28, 2025
Submit 90% deliverable May 16, 2025
Final Contract Deliverables May 30, 2025
Open Quotes June 17, 2025
Award Contract June 23, 2025
Construction Period 3rd quarter 2025 through 2nd quarter 2026
135
Charlie Howley, PE, LEED AP
April 22, 2025
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Project Team
The Barr team committed to this project includes staff with whom you are familiar and will consist of:
Brian LeMon—principal in charge and primary engineer for the project
Sorel Nelson — task lead for preparation of specifications, bid evaluation, bid tabulation
Other staff as needed: names and resumes available upon request.
Budget
Work will be performed on a time-and-materials basis for an estimated cost of $22,900. We will not
exceed $34,000 without approval from the City. A detailed breakdown of our costs can be provided upon
request. The work will be performed according to the attached Standard Terms and Conditions.
Thank you for the opportunity to propose on this project. If you have questions about our team’s proposal
scope or budget, feel free contact Brian LeMon (612-669-6797 or blemon@barr.com).
Sincerely,
By: Brian LeMon, PE
Its: Vice President, Principal in Charge and Project Manager
Accepted this day of , 2025
CITY OF CHANHASSEN
By
Its
136
City Council Item
May 12, 2025
Item Sale of Wetland Banking Credits from Chanhassen's Wetland Bank #127 to
BWSR
File No.N/A Item No: D.6
Agenda Section CONSENT AGENDA
Prepared By Joe Seidl, Water Resources Engineer
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council approves entering into a Purchase Agreement with the Board of
Water and Soil Resources for the sale of Wetland Banking Credits from Chanhassen's Wetland Bank
#127, and names the Director of Public Works as Wetland Bank Sponsor on behalf of the City."
Motion Type Simple Majority Vote of members present
Strategic
Priority Financial Sustainability
SUMMARY
This is a follow up from the November 18, 2024 City Council Work Session when discussing the 2025
Utility Fund Budgets.
Staff has negotiated a purchase agreement with the Board of Soil and Water Resources (BSWR) for the
sale of 16 of the existing 26.9 Wetland Banking Credits in the Lake Susan Wetland Bank. The sale is
for $55,000 per credit for a total value of $880,000. The Wetland Bank Credits will be used for BWSR's
Local Roadway Wetland Banking Program. The revenue from the sale will be credited to the
Stormwater Utility Fund.
Refer to the attached memo dated 11/8/2024 for a more detailed summary.
BACKGROUND
137
N/A
DISCUSSION
N/A
BUDGET
As part of the agreement the City of Chanhassen is required to establish a perpetual conservation
easement on the City owned property where the Wetland Banking Credits are being withdrawn from.
Costs associated with the conservation easement are estimated at $3,000.
RECOMMENDATION
Staff recommends approving the Purchase Agreement.
ATTACHMENTS
Chanhassen Wetland Bank Memo 2024 FINAL
Lake_Susan_Purchase_Agreement15Apr2025
138
Memorandum
To: Charles Howley, Public Works Director/City Engineer
From: Joe Seidl, Water Resources Engineer
CC: Laurie Hokkanen, City Manager
Date: 11/8/2024
Re: Chanhassen Wetland Banking Site #127
Minnesota Wetland Bank Program
The Minnesota Wetland Bank program is part of a broader initiative to manage and mitigate
wetland impacts due to private development and public infrastructure projects. Wetland banking
involves the restoration, creation, enhancement, or preservation of wetlands in one location to
compensate for unavoidable impacts to wetlands at another location. This process is regulated
under both state and federal laws, including the Clean Water Act (CWA) and the Minnesota
Wetland Conservation Act (WCA).
In Chanhassen, the wetland banking process is overseen by the local government unit (LGU),
which in this case is the City itself. The LGU works in conjunction with a Technical Evaluation
Panel (TEP) to formulate decisions regarding wetland impacts. The TEP is made up of
representatives from the city, watershed districts, the Minnesota Department of Natural
Resources (DNR), the Minnesota Board of Water and Soil Resources (BWSR), and the Carver
County Soil and Water Conservation District (SWCD).
The wetland bank manages credits that are used to offset the impacts of development projects
that affect wetlands. This is a very standard and common practice. For example, Xcel Energy's
project in Chanhassen required the purchase of wetland banking credits to compensate for the
unavoidable filling of wetlands on their project site.
The wetland banking system is designed to ensure that wetland impacts are adequately mitigated,
with the overarching goal of maintaining the overall health and function of the region's wetland
ecosystems. This system also provides a streamlined process for project owners to comply with
wetland regulations while supporting sustainable development practices.
139
The City of Chanhassen owns a Wetlant Bank (Wetland Banking site #127) consisting of
approximately 26.9 acres of created and restored wetland. The Wetland bank is located on the
Lake Susan Preserve land located southwest of Lake Susan, bounded by Powers Blvd (CSAH
17) to the west and Lyman Blvd (CSAH 18) to the south. The bank was created in the late 1990’s
when the City partnered with Carver County to restore the wetlands in conjunction with County
highway reconstruction projects for CSAH 17 & 18 and City Project 93-29.
Initially, the Lake Susan Wetland Bank was intended to be a private bank to provide mitigation
for only City projects. For example, if a local trail improvement project filled a wetland area, the
bank could be used to offset the loss of wetland area, saving the City the cost of purchasing
140
credits from another bank. Currently, the City’s bank is not public and therefore is not advertised
to developers or other government agencies.
Transition to a Public Bank
In the approximately 25 years since the City’s bank was established, only 1.7 acres of credits, or
6% of the total credits, have been used, leaving approximately 25.2 acres of credits available.
These credits exceed what Chanhassen will likely ever use. Recognizing this, the Water
Resources Department collaborated with BWSR staff to understand the process to transition the
private bank to a public bank, allowing Chanhassen to sell the credits to developers and other
agencies. This change of bank from private to public has been informally approved by both
BWSR and the Army Corp of Engineers.
During this collaboration, the BWSR Local Roadway Banking Program manager expressed
interest in BWSR purchasing credits in bulk from Chanhassen to replenish their public bank in
this region. BWSR is mandated by state law to have public wetland banks available to support
public project needs. As mentioned previously, the banks are associated with a specific
geographic region. Wetland credits in the region that Chanhassen’s bank is located typically sell
for approximately $1 per square foot, giving the City’s credits an estimated street value of about
$1.1 million. BWSR staff indicated a desire to buy a significant number of credits, potentially the
entire bank. Formally transitioning the bank from private to public involves some administrative
work, such as recording easements and conducting a site assessment, but these costs and staff
time are negligible compared to the monetary value of the credits.
Recommendation and Next Steps
The Water Resources Department recommends selling a large majority of the City’s wetland
credits to BWSR. Currently, there is a shortage of available credits for the Local Wetland
Banking Program, thus creating a demand from BWSR. While Chanhassen could wait and sell
credits over time, the opportunity to sell credits in bulk may not arise again soon.
Revenue from the sale would be credited to the Stormwater Utility Fund, which is currently
stressed due to the amount of work needed to maintain existing infrastructure and meet current,
more stringent stormwater regulations. Using the revenue in this way would allow keeping
stormwater utility rate increases reasonably low.
Staff is seeking approval from the City Council to work with BWSR to transition the Lake Susan
Bank from a private to a public bank and to negotiate with BWSR staff to get a fair price for the
credits. Staff recommends selling ~22.2 of the credits, leaving ~3 credits for future projects or
for future sale. Upon agreeing on a price per credit, the City Council will need to pass a
resolution at a future meeting to formally approve the transaction.
141
1
SWIFT Contract Number
State of Minnesota
Board of Water and Soil Resources
WETLAND BANK CREDIT PURCHASE AGREEMENT
This Agreement is made and entered into by and between City of Chanhassen (the “Wetland Bank
Sponsor”) and the State of Minnesota by and through the Board of Water and Soil Resources (the "State").
WHEREAS, Pursuant to Minn. Stat. § 103G.222, Minn. R. 8420.0544, the State is authorized to
provide wetland replacement for public road impacts.
WHEREAS, the State has, through a Request for Proposals (“RFP”) solicitation process, identified
a project proposed by Wetland Bank Sponsor in Carver County, Minnesota (the “Project”) that is capable of
producing wetland bank credits meeting the wetland replacement requirements of the Wetland Conservation
Act of 1991 (Laws 1991, Chapter 354, as amended) (the “WCA”) and Section 404 of the Clean Water Act
(as administered by the Saint Paul District U.S. Army Corps of Engineers) (the “Corps”); and
WHEREAS, the State and Wetland Bank Sponsor desire to enter into this Agreement for wetland
credits for use by the State.
NOW, THEREFORE, in accordance with WCA, and in consideration of the obligations contained
in this Agreement, Wetland Bank Sponsor and the State agree as follows:
A. PURPOSE.
The purpose of this Agreement is for the State to purchase the conservation easement and associated
wetland bank credits (Credits) generated by the Wetland Bank Sponsor from the Lake Susan Wetland
Bank.
B. TERMS OF PAYMENT.
The Wetland Bank Sponsor hereby agrees to sell, and the State agrees to purchase, a total of sixteen
(16) Credits for transfer to a designated State wetland bank account no later than December 31, 2026.
The agreed purchase price shall be Fifty-Five Thousand Dollars ($55,000.00) per Credit, resulting in
a maximum total purchase price not to exceed Eight Hundred Eighty Thousand Dollars ($880,000.00).
BWSR shall remit payment in full following: (1) the recording and States final acceptance of the
conservation easement; and (2) the completion and execution by both the Wetland Bank Sponsor and
the State of the required "Transaction Form to Transfer Credits," which formally facilitates the transfer
of the Credits.
C. WETLAND BANK SPONSOR OBLIGATIONS.
1. Wetland Bank Sponsor represents and warrants that Wetland Bank Sponsor owns the Credits
subject to this Agreement free and clear of all encumbrances, has the right and authority to sell the
Credits to BWSR, has not entered into any other agreements for the sale of the Credits, and has no
knowledge of any existing or threatened litigation relating to Wetland Bank Sponsor’s Credits.
2. Wetland Bank Sponsor shall verify that all Credits to be transferred under this Agreement are
approved and available for transfer and subsequent use under WCA and the Section 404 CWA
Regulatory Program administered by the Corps, and that all such Credits are not obligated to any
other individuals or entities per a previously executed purchase agreement.
142
2
SWIFT Contract Number
3. Wetland Bank Sponsor shall be responsible for all costs associated with the perpetual conservation
easement and all applicable wetland bank fees including easement acquisition, establishment,
deposit, transfer, stewardship and withdrawals (Minn. Stat. § 103B, Subd. 3 and Minn. Stat. §
103G.2242, Subd 14 and 15). Wetland Bank Sponsor shall not be responsible for transfer fees
associated with the movement of credits from the Wetland Bank Sponsor’s account to a State
account.
4. Wetland Bank Sponsor shall submit an invoice for payment along with each transaction form to
transfer credits. The amount of payment shall be consistent with the Terms of Payment, as
described under Section B.
D. STATE OBLIGATIONS.
1. The State will disburse payments directly to Wetland Bank Sponsor as calculated pursuant to
Section B of this Agreement.
2. The State will process transfer transactions upon receipt of a signed transaction form to transfer
credits from the Wetland Bank Sponsor and provide verification when the transfer is complete.
E. TERMS OF AGREEMENT CANCELLATION.
1. The State may, at any time, cancel this Agreement without liability if Wetland Bank Sponsor has
not fully complied with the terms and conditions of this Agreement.
2. If the State elects to cancel this Agreement, it shall give written notice to Wetland Bank Sponsor.
Wetland Bank Sponsor shall have thirty days from the date of postmark of the mailing of the State’s
cancellation notice to achieve compliance, obtain approval, or satisfy, at the sole discretion of the
State, any concern under Section E. If compliance is not achieved, then cancellation of this
Agreement shall be final, and the State shall have no further obligations to Wetland Bank Sponsor
under this Agreement.
F. IT IS MUTUALLY AGREED THAT:
1. Each party will be responsible for their own acts and the results thereof to the extent authorized by
law and shall not be responsible for the acts of the others and the results thereof.
2. This Agreement shall be binding upon the parties and their respective successors and assigns
provided, however, that the Wetland Bank Sponsor may not assign any of its rights or obligations
under this Agreement without the prior written consent of the State. No change or modification of
the terms or provisions of this Agreement shall be binding on any party unless such change or
modification is in writing and signed by an authorized official of the party against which such
change or modification is to be imposed.
3. Neither the failure by any party, in any one or more instances, to insist upon the complete and total
observance or performance of any term or provision hereof, nor the failure by any party to exercise
any right, privilege, or remedy conferred herein, or afforded by law, shall be construed as waiving
any breach of such term, provision, or the right to exercise such right, privilege, or remedy
thereafter. In addition, no delay on the part of any party in exercising any right or remedy herein
shall operate as a waiver thereof, nor shall any single or partial exercise of any right or remedy
preclude other or further exercise thereof, or the exercise of any other right or remedy.
143
3
SWIFT Contract Number
4. This Agreement embodies the entire agreement between the parties, and there are no other
agreements, either oral or written, between the parties on the subject matter hereof.
5. If any term or provision of this Agreement is finally judged by any court to be invalid, the
remaining terms and provisions shall remain in full force and effect, and they shall be interpreted,
performed, and enforced as if said invalid provision did not exist.
G. ADDITIONAL PRIVISIONS
1. Under Minn. Stat. § 16C.05, subd. 5, the Wetland Bank Sponsor’s books, records, documents,
and accounting procedures and practices relevant to this Agreement are subject to examination by
the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six
years from the end of this Contract.
2. Government data practices. The Wetland Bank Sponsor and State must comply with the
Minnesota Government Data Practices Act, Minn. Stat. ch. 13, (or, if the State contracting party
is part of the Judicial Branch, with the Rules of Public Access to Records of the Judicial Branch
promulgated by the Minnesota Supreme Court as the same may be amended from time to time)
as it applies to all data provided by the State under this Contract, and as it applies to all data
created, collected, received, stored, used, maintained, or disseminated by the Wetland Bank
Sponsor under this Contract. The civil remedies of Minn. Stat. § 13.08 apply to the release of the
data governed by the Minnesota Government Practices Act, Minn. Stat. ch. 13, by either the
Wetland Bank Sponsor or the State.
If the Wetland Bank Sponsor receives a request to release the data referred to in this clause, the
Wetland Bank Sponsor must immediately notify and consult with the State’s Authorized
Representative as to how the Wetland Bank Sponsor should respond to the request. The Wetland
Bank Sponsor’s response to the request shall comply with applicable law.
3. Data disclosure: Under Minn. Stat. § 270C.65, subd. 3 and other applicable law, the Wetland
Bank Sponsor consents to disclosure of its social security number, federal employer tax
identification number, and/or Minnesota tax identification number, already provided to the State,
to federal and state agencies, and state personnel involved in the payment of state obligations.
These identification numbers may be used in the enforcement of federal and state laws which
could result in action requiring the Wetland Bank Sponsor to file state tax returns, pay delinquent
state tax liabilities, if any, or pay other state liabilities.
4. This Agreement shall be governed by the laws of the State of Minnesota without giving effect to
the conflicts-of-laws principles thereof, and any action brought under this Agreement shall be
brought exclusively in the Minnesota District Court for the County of Ramsey, State of Minnesota.
H. EFFECTIVE DATE.
This effective date of this Agreement shall be the date it is fully executed by Wetland Bank Sponsor
and the State. This Agreement shall terminate upon the earlier to occur of: (i) Wetland Bank Sponsor
receiving the final payment from the State pursuant to Section B above, (ii) upon notice of cancellation
of the Agreement in accordance with Section E above, or (iii) five years from the effective date of this
Agreement.
144
4
SWIFT Contract Number
(THE REMAINING PORTION OF THIS PAGE IS INTENTIONALLY LEFT BLANK)
145
5
SWIFT Contract Number
IN WITNESS WHEREOF, Wetland Bank Sponsor and the State have caused this Agreement to be
duly executed intending to be bound thereby.
WETLAND BANK SPONSOR(S) SIGNATURE(S) AND ACKNOWLEDGEMENT
__________________________________ _____________________________
Wetland Bank Sponsor Date
STATE OF ) The foregoing instrument was acknowledged before me this
)ss.
COUNTY OF ) day of , 20 ,
(Notary Stamp or Seal)
Notary Signature _________________________________
STATE SIGNATURE
By: Dated:
Board of Water and Soil Resources
State Encumbrance Verification
Individual certifies that funds have been encumbered
as required by Minn. Stat. §§ 16A.15 and 16C.05
Signature: ______________________________
SWIFT Contract No./PO No.: _______________________________________
Approved as to form and execution:
By: _______________________________ Department of Administration
Date: _____________________________
THIS AGREEMENT WAS DRAFTED BY: Board of Water and Soil Resources, 520 Lafayette Road N., St. Paul, MN 55155
146
City Council Item
May 12, 2025
Item Authorize Construction Services Contract for Rain Gardens associated with the
2024 Pavement Rehabilitation Project City Project 24-01.
File No.City Project 24-01 Item No: D.7
Agenda Section CONSENT AGENDA
Prepared By Joe Seidl, Water Resources Engineer
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council authorizing a contract with Blackstone Contractors LLC. to construct
Rain Gardens associated with the 2024 Pavement Rehabilitation Project City Project 24-01."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
This contract is for the construction of three (3) rain gardens associated with the 2024 Street
Rehabilitation Project #24-01. The rain gardens are required to meet permit requirements and will result
in improved water quality of the receiving water body Lotus Lake.
Field changes and easement acquisition required design changes while the project was in construction
which resulted in a change order from the 24-01 Project contractor Park Construction. The change order
price of $167,715 was too high to be accepted. Staff engaged Blackstone Contractors LLC who
successfully completed work in Chanhassen in recent years to obtain a competitive quote. Blackstone
Contractors quote was $75,395. The City will save approximately $92,000 by changing contractors for
the rain garden work. The quote from Blackstone Contractors is also less than Park Construction's
original bid of $99,693 for the rain garden work.
BACKGROUND
147
N/A
DISCUSSION
N/A
BUDGET
The costs associated with the contract will be incorporated into the 24-01 Street Rehabilitation Project
and ultimately paid for by the Stormwater Utility Fund.
RECOMMENDATION
Staff recommends award of the contract to Blackstone Contactors LLC.
ATTACHMENTS
Blackstone Quote - Chanhassen Rain Garden
2025-02-14 Rain Garden Plans Combined
FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES 24-01 RAIN GARDEN
WORK
148
- 1 -
Date: March 7, 2025
To: Joe Seidl, City of Chanhassen
Michael Kirsch, Kimley Horn
Re: Chanhassen Rain Gardens 24-01
Blackstone Contractors is pleased to provide the following quote for constructfon services:
• Furnish and install the following materials for the purpose of constructfng water filtratfon rain gardens at
the locatfons specified in the informatfon packet provided by the owner.
• Excludes Surveying, Permits, Bonds, Excavatfon, Soil Correctfon work, Traffic Control, Testfng, Fencing,
Landscaping and any work not related to the above items.
• Blackstone Contractors, LLC is a certffied DBE contractor with MNUCP.
• Prices contfngent on responses to questfons posed by Blackstone Contractors to Kimley Horn/City of
Chanhassen by phone and by email on March 5th — March 6th.
BID ITEM UNIT PRICE EXTENSION QTY UNITS
Mobilizatfon $9,453.79 $9,453.79 LS 1
Common Excavatfon $32.74 $10,804.20 CY 330
6” Perf. PVC Pipe Drain $55.30 $9,124.50 LF 165
6” PVC Pipe Drain $54.22 $5,422.00 LF 100
Const. Drainage Structure Design Spec. 3
(Splash Block Assembly) $2,277.72 $6,833.16 EA 3
Filter Topsoil Borrow $44.40 $7,548.00 CY 170
Perennial No. 1 Container $33.01 $10,233.10 EA 310
Deciduous Shrub No. 5 Container $90.28 $4,514.00 EA 50
Clay Liner $57.31 $11,462.00 SY 200
$75,394.75
Phone: 763-291-7728
Fax: 763-445-2107
9520 County Road 19, Suite D
Loretto, MN 55357
SPECIALTY CONTRACTING
149
- 2 -
- cont’d -
Any alteratfon or deviatfon from the above specificatfons involving extra cost will be executed only upon written orders and will become
an extra charge. All agreements contfngent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and
other necessary insurance upon above work. Note this proposal may be withdrawn by us if not accepted within 10 days.
Acceptance of Proposal
The above prices, specificatfons and conditfons are satfsfactory and hereby accepted. You are authorized to do work as
specified. Payment will be outlined in subcontractor agreement. No work will be performed without a subcontractor
agreement.
Date: ______________ Signature: _________________________________________
Respectiully Submitted: Blackstone Contractors LLC
Contact: Corey McCrossan, Project Manager, Phone 763.291.7728
Phone: 763-291-7728
Fax: 763-445-2107
9520 County Road 19, Suite D
Loretto, MN 55357
SPECIALTY CONTRACTING
150
ITEM NO. ITEM DESCRIPTION UNIT
TOTAL
ESTIMATED
QUANTITY UNIT COST TOTAL COST
ESTIMATED
QUANTITY COST
ESTIMATED
QUANTITY COST
ESTIMATED
QUANTITY COST
ESTIMATED
QUANTITY COST
2021.501 MOBILIZATION LS 1 9,750.00$ 9,750.00$ 0.25 2,437.50$ 0.25 2,437.50$ 0.25 2,437.50$ 0.25 2,437.50$
2106.507 COMMON EXCAVATION CY 330 30.00$ 9,900.00$ 50 1,500.00$ 40 1,200.00$ 40 1,200.00$ 200 6,000.00$
2502.503 6" PERF. PVC PIPE DRAIN LF 165 60.00$ 9,900.00$ 50 3,000.00$ 45 2,700.00$ 20 1,200.00$ 50 3,000.00$
2502.503 6" PVC PIPE DRAIN LF 100 40.00$ 4,000.00$ 20 800.00$ 10 400.00$ 10 400.00$ 60 2,400.00$
2506.602 CONST. DRAINAGE STR. DESIGN SPEC. 3 (SPLASH BLOCK ASSEMBLY)EA 3 2,000.00$ 6,000.00$ 1 2,000.00$ 1 2,000.00$ 0 -$ 1 2,000.00$
2574.507 FILTER TOPSOIL BORROW CY 170 50.00$ 8,500.00$ 26 1,300.00$ 17 850.00$ 19 950.00$ 108 5,400.00$
2571.502 PERENNIAL NO. 1 CONTAINER EA 310 45.00$ 13,950.00$ 60 2,700.00$ 60 2,700.00$ 60 2,700.00$ 130 5,850.00$
2571.502 DECIDUOUS SHRUB NO. 5 CONTAINTER EA 50 120.00$ 6,000.00$ 0 -$ 0 -$ 0 -$ 50 6,000.00$
2108.604 CLAY LINER SY 200 50.00$ 10,000.00$ 0 -$ 0 -$ 20 1,000.00$ 180 9,000.00$
78,000.0$ 13,737.50$ 12,287.50$ 9,887.50$ 42,087.50$
CHANHASSEN RAIN GARDENS 24-01
RAIN GARDEN 500 76TH
STREET (WATER TOWER)
TOTALS
RAIN GARDEN 7611 KIOWA
AVE
RAIN GARDEN 7610
IROQUOIS STREET
RAIN GARDEN 502 76TH
STREET
151
SA-1.01 CONST DRAINAGE STRUCTURE – DESIGN SPEC 2
This work consists of constructing rain garden inlet, Splash Block Assembly.
Splash Block Assemblies shall consist of natural stone step and edge units. The step and
edge units shall be the size and dimensions as shown on the drawings. The step and edge
units shall have a smooth finished top faces and sides. Any sharp edges sawn cut shall be
removed.
The Small Splash Block Assemblies shall be installed at the curb opening out-letting into
the rain garden and as shown on the drawings. Contractor shall install Splash Block
Assemblies in a manner to avoid scratching, cracking, or other damage to the step units.
The step units shall be installed in a manner to avoid unbalanced, unstable positioning.
Field engineer shall review and approve Splash Block Assemblies prior to placement.
Place 2”-4” of Pea Gravel base under Slash Block Assembly. Pea Gravel shall be
compacted to provide a firm, level bearing surface on which to place the step units.
Compaction shall be with a mechanical plate compactor. .Pea Gravel base shall be
incidental to Splash Block Assembly with no direct compensation made therefor.
Payment will be made under item 2506.503 (Const Drainage Structure Design Spec 2) at
the Contract bid price per each. The contract unit price for this item in the base bid will
include all equipment, labor, and materials necessary to perform this work.
SA-1.02 COMPOSITE LINER
This work shall consist of constructing a composite liner at the bottom of storm water filtration basins in
accordance with MnDOT 2108, other contract provisions, the details shown on the Plans, and the
following:
The clay liner shall meet the following requirements:
a. Soil compaction and documentation as specified in NRCS Wisconsin Construction Specification 204,
Earthfill for Waste Storage Facilities
b. Minimum thickness of one foot.
152
CITY OF CHANHASSEN
2024 CITY PAVEMENT
REHABILITATION PROJECT
RAIN GARDEN TYPICAL DETAIL
“”
153
CITY OF CHANHASSEN
2024 CITY PAVEMENT
REHABILITATION PROJECT
RAIN GARDEN PLAN
500 76TH STREET 154
CITY OF CHANHASSEN
2024 CITY PAVEMENT
REHABILITATION PROJECT
RAIN GARDEN PLAN
7611 KIOWA AVE 155
CITY OF CHANHASSEN
2024 CITY PAVEMENT
REHABILITATION PROJECT
RAIN GARDEN PLAN
7610 IROQUIOUS 156
@BCL@F00F4887.docx
1
NON-BID CONTRACT
FOR PURCHASE OF GOODS AND SERVICES
AGREEMENT made this 12th day of May 2025, by and between the CITY OF
CHANHASSEN,a Minnesota municipal corporation ("City") and BLACKSTONE
CONTRACTORS LLC.a Minnesota Corporation ("Contractor").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1.CONTRACT DOCUMENTS. The following documents shall be referred to as the
“Contract Documents,” all of which shall be taken together as a whole as the contract between the
parties as if they were set verbatim and in full herein:
A.This Agreement.
B.Request for Proposal, dated 27th day of February2025.
C.Contractor’s Quote dated 7st day of March 2025.
In the event of a conflict among the provisions of the Contract Documents, the order in which
they are listed above shall control in resolving any such conflicts. Contract Document “A” has the
first priority and Contract Document “C” has the last priority.
2.CONTRACTOR OBLIGATIONS.The Contractor shall provide the goods,
services and perform the work in accordance with the Contract Documents (“Work”). Contractor
shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all
things necessary and ancillary thereto specified in the Contract Documents.
3.CONTRACTOR’S REPRESENTATIONS.
A.Contractor has examined and carefully studied the Contract Documents and other
related data identified in the Contract Documents.
B.Contractor is familiar with and is satisfied as to all federal, state, and local Laws
and Regulations that may affect cost, progress, and performance of the Work.
C.Contractor has given City written notice of all conflicts, errors, ambiguities, or
discrepancies that Contractor has discovered in the Contract Documents, and the written resolution
thereof by City is acceptable to Contractor.
D.The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performance and furnishing of the Work.
4.COMPENSATION. Contractor shall be paid by the City for the goods andservices
described in Paragraph 2 in accordance with the Quote, but not to exceed $75,395 which is inclusive
of reimbursable expenses. The fee shall not be adjusted even if the estimated number of hours to
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perform a task, or any other estimate, assumption or matter is wrong or exceeded. Payment shall be
made periodically after a service has been completed and within thirty-five (35) days of receipt of an
invoice.
5.COMPLETION DATE. The Contractor shall complete the Work on or before July
31st, 2025.
6.WARRANTY. The Contractor shall be held responsible for any and all defects in
workmanship and materials and upon notification by the Cityshall immediately replace or repair the
defective workmanship and materials without cost to the City. The Contractorwarrants that only new
unused materials will be used. The Contractor further warrants to the City that all materials and
services furnished under the Contract will be in conformance with Contract Documents and that the
goods are of merchantable quality and are fit for the use for which they are sold. These warranties are
in addition to any manufacturer's standard warranty, and any warranty provided by law.
7.RIGHTS AND REMEDIES.
A.The duties and obligations imposed by the Contract Documents, and the rights and
remedies available thereunder shall be in addition to, and not a limitation of, any duties, obligations,
rights and remedies otherwise imposed or available by law.
B.No action, or failure to act, by the City or the Contractor shall constitute a waiver of
any right or duty afforded any of them under the Contract, nor shall any such action or failure to act
constitute an approval of, or acquiescence in, any breach there under, except as may be specifically
agreed in writing.
8.CHANGES TO WORK. Without invalidating the Contract, the City may, at any
time, or from time to time, order additions, deletions or revisions in the work provided under this
Agreement; these will be authorized by an amendment to the Contract. Upon approval of an
amendment, Contractor shall proceed with the work provided under the amendment. Changes in
the Contract Price shall be based upon the prices identified in the Quote provided or negotiated
between the parties based on similar work provided in the Proposal.
9.UNAUTHORIZED WORK. Additional work performed without authorization
of an amendment of this Contract will not entitle Contractor to an increase in the Compensation
or an extension of the Contract.
10.DOCUMENTS. The City shall be the owner of all documents, reports, studies,
analysis and the like prepared by the Contractor in conjunction with this contract.
11.COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of goods and services to be provided.
12.STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill,
and diligence in the performance of the services as is ordinarily possessed and exercised by a
professional Contractor under similar circumstances. No other warranty, expressed or implied, is
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included in this Agreement. City shall not be responsible for discovering deficiencies in the
accuracy of Contractor’s services.
13.INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to
defend, indemnify and hold harmless the City, and its employees, officials, and agents from and
against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising
out of Contractor’s negligence or its performance or failure to perform its obligations under this
Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly
or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable.
Contractor agrees this indemnity obligation shall survive the completion or termination of this
Contract.
14.INSURANCE. Prior to the start of the project, Contractor shall furnish to the City
a certificate of insurance showing proof of the required insurance required under this
Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until
six (6) months after the City has accepted the public improvements, such insurance as shall protect
Contractor and the City for work covered by the Contract including workers’ compensation claims
and property damage, bodily and personal injury which may arise from operations under this
Contract, whether such operations are by Contractor or anyone directly or indirectly employed by
either of them. The minimum amounts of insurance shall be as follows:
Commercial General Liability (or in combination with an umbrella policy)
$2,000,000 Each Occurrence
$2,000,000 Products/Completed Operations Aggregate
$2,000,000 Annual Aggregate
The following coverages shall be included:
Premises and Operations Bodily Injury and Property Damage
Personal and Advertising Injury
Blanket Contractual Liability
Products and Completed Operations Liability
Automobile Liability
$2,000,000 Combined Single Limit – Bodily Injury & Property Damage
Including Owned, Hired & Non-Owned Automobiles
Workers Compensation
Workers’ Compensation insurance in accordance with the statutory requirements
of the State of Minnesota, including Employer’s Liability with minimum limits are
as follows:
$500,000 – Bodily Injury by Disease per employee
$500,000 – Bodily Injury by Disease aggregate
$500,000 – Bodily Injury by Accident
The Contractor’s insurance must be “Primary and Non-Contributory”.
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All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained
with responsible insurance companies organized under the laws of one of the states of the United
States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees
and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed
with the City.A copy of the endorsement must be submitted with the certificate of insurance.
Contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded
under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice
to the City, or ten (10) days’ notice for non-payment of premium.
An Umbrella or Excess Liability insurance policy may be used to supplement Contractor’s policy
limits on a follow-form basis to satisfy the full policy limits required by this Contract.
15.INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an
independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is
not an employee of the City and is free to contract with other entities as provided herein. Contractor
shall be responsible for selecting the means and methods of performing the work. Contractor shall
furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under
this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner
represent that Contractor or any of Contractor's agents or employees are in any manner agents or
employees of the City. Contractor shall be exclusively responsible under this Agreement for
Contractor's own FICA payments, workers compensation payments, unemployment compensation
payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or
taxes are required to be paid by law or regulation.
16.SUBCONTRACTORS. Contractor shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Contractor shall
comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed
services provided by Subcontractor within ten days of Contractor’s receipt of payment from City.
Contractor must pay interest of 1.5 percent per month or any part of a month to Subcontractor on
any undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty
payment for an unpaid balance of $100 or more is $10.
17.ASSIGNMENT. Neither party shall assign this Agreement, nor any interest arising
herein, without the written consent of the other party.
18.WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
19.ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
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20.CONTROLLING LAW. This Agreement shall be governed by and construed in
accordance with the laws of the State of Minnesota.
21.COPYRIGHT. Contractor shall defend actions or claims charging infringement
of any copyright or patent by reason of the use or adoption of any designs, drawings or
specifications supplied by it, and it shall hold harmless the City from loss or damage resulting
there from.
22.RECORDS/AUDIT. The Contractor shall maintain complete and accurate records
of time and expense involved in the performance of services. Pursuant to Minnesota Statutes §
16C.05, Subd. 5, any books, records, documents, and accounting procedures and practices of City
and Contractor relevant to the Agreement are subject to examination by City and Contactor, and
either the Legislative Auditor or the State Auditor as appropriate. City and Contractor agree to
maintain these records for a period of six years from the date of performance of all servicescovered
under this Agreement.
23.MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this
Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were
a government entity. In the event Contractor receives a request to release data, Contractor must
immediately notify City. City will give Contractor instructions concerning the release of the data to
the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold
City, its officials, officers,agents, employees, and volunteers harmless from any claims resulting from
Contractor’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
24.TERMINATION. This Agreement may be terminated by City on two (2) days’
written notice delivered to Contractor at the address on file with the City. Upon termination under
this provision if there is no fault of the Contractor, the Contractor shall be paid for goods and services
rendered and reimbursable expenses until the effective date of termination. If the City terminates the
Agreement because the Contractor has failed to perform in accordance with this Agreement, no
further payment shall be made to the Contractor, and the City may retain another Contractor to
undertake or complete the work identified in this Agreement.
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Dated:__________________, 20__CITY OF CHANHASSEN
By:
Laurie Hokkanen, City Manager
By:
Elise Ryan, Mayor
Dated:__________________, 20_____________________________________________
By:
Print Name:_________________________________
Its:________________________________________
162
City Council Item
May 12, 2025
Item Approve Minor Planned Unit Development (PUD) Amendment to Chanhassen
Retail Center Planned Unit Development (Planning Case 2025-09)
File No.25-09 Item No: D.8
Agenda Section CONSENT AGENDA
Prepared By Eric Maass, Community Development Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"Motion to approve the requested minor amendment to the Chanhassen Retail Center PUD as
presented."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The applicant is requesting an amendment to the Building Materials and Design section of the PUD
regulations in respect to painted surfaces and pitched roofs. This request is to remove the requirement
of exclusively pitched roofs and allow for either pitched or parapet walls to screen rooftop mechanical
equipment.
An amendment to a Planned Unit Development (PUD) Ordinance is a zoning action by the city.
Therefore, a public hearing is required and was held at the Planning Commission on May 6. No
residents spoke and the Planning Commission did not express any concerns.
The proposed ordinance amendment would remove the requirement of only a pitched roof within the
PUD and allow for painted surfaces throughout the PUD.
The PUD was established in 1992 and amended in 2010 and 2018. Due to the age of this PUD,
163
architectural styles and preferences have evolved, and parapet roofs are now preferred architectural
elements to screen rooftop mechanical equipment. Other existing buildings within the PUD, such as
Noodles and Company, and Jersey Mike's, have exclusively flat roofs. The former Chanhassen Brewing
building and the existing LeeAnn Chin have portions of pitched roofs, but also flat roofs. Based on the
staff's review of the development and existing PUD, the proposed amendment to the architectural
standards within the PUD is not a substantial one and does not remove the public benefit or intent of the
PUD ordinance itself.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
The Planning Commission recommended unanimous approval of the PUD ordinance amendment as
presented.
ATTACHMENTS
Development Application
Ordinance Amending PUD
Narrative
Proposed Building Renderings
Proposed Plans
Affidavit of Mailing
Affidavit of Publication
164
165
166
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO.
AN ORDINANCE AMENDING CHANHASSEN RETAIL CENTER PLANNED UNIT
DEVELOPMENT ZONING ORDINANCE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS:
Section 1. Section (e)(1) of the Chanhassen Retail Center PUD is amended in its entirety to
read as follows:
1. All materials shall be of high quality and durable. Masonry material shall be used. Color
shall be introduced through colored block or panels and not painted block. Painted surfaces
shall be allowed throughout the PUD.
Section 2. Section (e)(7) of the Chanhassen Retail Center PUD is amended in its entirety to
read as follows:
7. All roof mounted equipment shall be screened by a parapet wall or pitched roof. Wood
screen fences are prohibited. Screening shall consist of compatible materials.
Section 3. This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this __th day of May, 2025, by the City Council of the City of
Chanhassen, Minnesota
Laurie Hokkanen, City Manager Elise Ryan, Mayor
(Published in the __________________________ on ______________________________)
167
April 11, 2025
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55317
Re: Taco Bell
975 W. 78th Street
Chanhassen, MN 55317
To: City of Chanhassen Planning Department
Finn Daniels, Inc. (Architect) on behalf of 5358 Jackson Drive, LLC (owner) and Border
Foods, LLC (franchisee) is submitting this application for Minor Amendment to existing
PUD with respect to the existing Taco Bell located at 975 W. 78th Street.
The Minor Amendment to existing PUD applied for is with respect to items outlined in the
‘Building Materials and Design’ section of the Chanhassen Retail Center PUD. Specifically
with respect to painted surfaces and roof mounted equipment screened by pitched roofs.
The design as outlined on the plans submitted represent Taco Bell Corporate’s design
standards directed to franchisees to adhere to when remodels occur to maintain
franchisee agreements including overall building design, materials, and finishes.
The new finishes indicated on the plans of painted EIFS and painted fiber cement siding
meet Taco Bell Corporate’s design standards and are also consistent with the existing EIFS
finish on the building as it exists today.
The existing building has a sloped clay tile roof around the perimeter that extends up to
parapet height to screen the existing roof equipment. This sloped clay tile roof design is no
longer permitted by Taco Bell Corporate. The design as submitted is to build over the
existing sloped roof and “square off” the wall/parapet condition and will continue to
provide screening of the existing roof equipment.
Thank you for your consideration on this application. Please feel free to contact us with any
questions you may have.
Sincerely,
Greg Dahling, Finn Daniels Architects
168
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 1
169
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 2
170
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 3
171
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 4
172
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
1.ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA STATE BUILDING CODE,
INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF
THE CITY OF CHANHASSEN, MN.
2.ALL ELEMENTS NECESSARY TO CREATE A LEGALLY OCCUPIABLE BUILDING SHALL BE PROVIDED.
3.GENERAL CONTRACTOR TO PROVIDE AS-BUILT DOCUMENTS TO TENANT PRIOR TO PROJECT CLOSE OUT.
4.ALL MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS ARE RESPONSIBLE FOR ALL MECHANICAL,
ELECTRICAL, AND PLUMBING ITEMS PER CODE.
5.THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF
THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECTS OFFICE.
6.DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS
SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO
ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE
CONTRACTOR.
7.INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC.
WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HAS
BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THE
FIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS
SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATIONS AND/OR CORRECTION.
8.DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY
DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
STARTING WORK.
9.ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY BORDER FOODS, IN WRITING, PRIOR TO
INSTALLATION.
10.THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANY
ITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED AS
STRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION. BY FAILURE TO DO
SO, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH ACTION.
11.GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS
ASSOCIATED WITH THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL,
PLUMBING, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. GENERAL
CONTRACTOR IS REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK
IN A TIMELY MANNER.
12.GENERAL CONTRACTOR SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED
DRAWING SET AT TIME OF CONSTRUCTION.
13.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER
PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE TENANT IF THE AVAILABLE PRESSURE IS NOT
ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT.
14.THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE A
PLUMB AND TRUE SURFACE SUITABLE FOR THE APPLICATION OF NEW WALL FINISHES.
15.ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS
ARE NOT CLEAR.
16.THE CONTRACTOR SHALL SHORE AND/OR UNDERPIN EXISTING WORK AS REQUIRED TO SAFELY INSTALL NEW
WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTIONS OR
REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S
RESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8" IN ORDER TO MAINTAIN
INTEGRITY OF STRUCTURE.
17.GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS
DRAWING SET UNLESS OTHERWISE NOTED.
18.SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS ARE INCLUDED AS CONTRACT DOCUMENTS FOR THIS
PROJECT. IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT, PLEASE ASK TENANT FOR A COPY
OF APPLICABLE SECTION.
19.GENERAL CONTRACTOR SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND
E.I.F.S. WORK PREFORMED AT THE CONCLUSION OF THE PROJECT.
20.GENERAL CONTRACTOR SHALL FINAL CLEAN RESTAURANT AFTER EQUIPMENT INSTALL IS COMPLETE AND
PRIOR TO TURN OVER TO OWNER.
TITLE SHEET
G000
Taco Bell
ENDEAVOR - SUCCESSOR
REMODEL SCOPE
975 W 78TH ST
CHANHASSEN, MN 55317
PROJECT GENERAL NOTES
GENERAL DRAWING SYMBOLS
VICINITY MAP PROJECT DIRECTORY
PROJECT SUMMARY
SHEET INDEX
OWNER
5358 JACKSON DRIVE, LLC
5425 BOONE AVENUE NORTH
NEW HOPE, MN 55428
ARCHITECT
FINN DANIELS ARCHITECTS
1440 NORTHLAND DRIVE, SUITE 250
MENDOTA HEIGHTS, MN 55120
CONTACT: GREG DAHLING
PHONE: 651.888.6884
MECH./PLUMB. ENGINEER
LEGEND COMPANIES
8440 EAGLE CREEK PKWY
SAVAGE, MN 55378
CONTACT: LOGAN MARKUSON
PHONE: 952.479.1949
TENANT
BORDER FOODS, LLC
5425 BOONE AVENUE NORTH
NEW HOPE, MN 55428
CONTACT: NATHAN WENGER
PHONE: 763.489.3004
STRUCTURAL ENGINEER
ALIGN STRUCTURAL, INC.
241 CLEVELAND AVE S, SUITE B7
ST. PAUL, MN 55105
CONTACT: RICK JOHNSON
PHONE: 651.698.0164 (EXT 16)
ELEC. ENGINEER
ARCADE ELECTRIC COMPANY
1550 91ST AVE NE, SUITE 201
BLAINE, MN 55449
CONTACT: TOM MCCONNELL
PHONE: 651.483.5066
X
X
AXXXX
X
X
X AXXX
X
AXXX
NAME
X'-X"
XX-X
X
AXXX
X
X
X
X
X-XXX
X'-XX"
ELEV.
REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS (IF APPLICABLE)
FOR SPECIFIC SYMBOLS.
ROOM NAME
SHEET NUMBER
ELEVATION NUMBER
CEILING HEIGHT
DIRECTION OF DETAIL
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
REVISION NUMBER
ELEVATION NUMBER
SHEET NUMBER
DOOR NUMBER
WINDOW NUMBER/DECOR ITEM
NUMBER
EXTERIOR WALL FINISH
NUMBER
KEY NOTE NUMBER
EQUIPMENT NUMBER
FINISH CALL OUT
HEIGHT
REFERENCE POINT
SITE
N
THIS PROJECT INVOLVES THE REMODEL OF AN EXISTING TACO BELL RESTAURANT. THE EXTERIOR
FACADE WILL BE MODIFIED AND "SQUARED OFF" TO MEET NEW CORPORATE DESIGN, COLOR AND
SIGNAGE REQUIREMENTS. SITE IMPROVEMENTS INCLUDE RELOCATING DIGITAL MENU BOARD AND
SPEAKER BOX, AND PROVIDING NEW ORDER CANOPY AND CLEARANCE BAR AT THE DRIVE-THRU ORDER
AREA. AT THE INTERIOR, THE DINING ROOM WILL HAVE UPDATED SEATING AND FINISHES. THE BACK OF
HOUSE WILL HAVE LIMITED EQUIPMENT REPLACEMENT/RELOCATION.
DESCRIPTION OF PROJECT:
LEGAL JURISDICTION:CITY OF CHANHASSEN, MN
BUILDING CODE:2020 MINNESOTA STATE BUILDING CODE
2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS
2020 MINNESOTA PLUMBING CODE
2020 MINNESOTA MECHANICAL AND FUEL GAS CODES
2023 NATIONAL ELECTRIC CODE
2020 MINNESOTA FIRE CODE
2020 MINNESOTA ACCESSIBILITY CODE
2024 MINNESOTA ENERGY CODE
BUILDING AREA:2,307 S.F. (EXISTING)
SEATING:40
OCCUPANCY:A-2 (EXISTING)
TYPE CONSTRUCTION:V-B (EXISTING)
FIRE SPRINKLER:BUILDING - NOT EXISTING (KITCHEN HOOD PROTECTED BY EXISTING ANSUL
SYSTEM)
NUMBER OF EXISTING REQUIRED - DINING ROOM (TABLE 1006.2.1):2 (2 EXISTING)
NUMBER OF PUBLIC ACCESSIBLE ENTRANCES/EXITS (1009.1):2 (2 EXISTING)
REQUIRED ASSEMBLY AISLE WIDTH (1029.9.1(4)(EX.1)):36"
REQUIRED AISLE ACCESS WAY (1029.13.1.1 - LESS THAN 12 FT LENGTH):12"
EGRESS REQUIREMENTS:
BUILDING AREA AND OCCUPANT LOAD (TABLE 1004.5):
TYPE AREA FACTOR OCCUPANTS
PUBLIC - DINING ROOM 500 N.S.F.1:15 S.F.34
PUBLIC - CUSTOMER AREA 180 N.S.F.1:7 S.F.26
KITCHEN - COMMERCIAL 628 G.S.F.1:200 S.F.4
STORAGE 288 G.S.F.1:300 S.F. 1
OFFICE 44 G.S.F. 1:150 S.F.1
VESTIBULE 130 N.S.F.0 0
WALK-IN COOLER/FREEZER 195 G.S.F.0 0
RESTROOMS 127 G.S.F.0 0
MISCELLANEOUS 215 S.F.0 0
TOTAL 2,307 S.F.66
PLUMBING FIXTURE REQUIREMENTS PER TABLE 2902.1:
TOTAL OCCUPANTS = 66 = 33 WOMEN/33 MEN
CLASSIFICATION: ASSEMBLY (A-2)
REQUIRED PROVIDED/EXISTING
WOMEN MEN WOMEN MEN
0.44 0.44 1 1
0.165 0.165 1 1
1 1
NOT REQUIRED: PER TABLE 2902.1(i)DRINKING FOUNTAIN
SERVICE SINK
LAVATORIES (1:200)
WATER CLOSETS (1:75)
PARKING:
ACCESSIBLE PARKING SPACES:2 SPACES (EXISTING)
STANDARD PARKING SPACES:32 SPACES (EXISTING)
TOTAL PARKING SPACES:34 SPACES (EXISTING)BID/PERMIT03.31.2025ISSUED FOR CITY PLANNING REVIEW
ISSUED FOR PRELIMINARY REVIEW
ISSUED FOR BID
ISSUED FOR BID/PERMIT/CONSTRUCTION
ISSUED FOR CONSTRUCTION WITH REVISED INFO
G000 TITLE SHEET
A000 DOOR AND FINISH SCHEDULES
D200 DEMOLITION FLOOR PLAN
D201 DEMOLITION REFLECTED CEILING PLAN
D300 DEMOLITION EXTERIOR ELEVATIONS
D400 DEMOLITION EXTERIOR WALL SECTIONS
A100 SITE PLAN AND INFORMATION
A101 SITE DETAILS
A102 SITE DETAILS
A103 SITE DETAILS
A200 FLOOR PLAN
A201 RESTROOM PLAN AND DETAILS
A202 ROOF PLAN
A203 FINISH FLOOR PLAN
A204 REFLECTED CEILING PLAN
A205 SEATING AND EQUIPMENT PLAN
A300 EXTERIOR ELEVATIONS
A301 EXTERIOR ELEVATIONS
A400 EXTERIOR WALL SECTIONS
A500 CONSTRUCTION DETAILS
A600 INTERIOR ELEVATIONS - F.O.H.
A601 INTERIOR ELEVATIONS - B.O.H.
A700 MENU BOARD DETAILS
A701 TECHNOLOGY
ARCHITECTURAL
D401 DEMOLITION EXTERIOR WALL SECTIONS
D402 DEMOLITION EXTERIOR WALL SECTIONS
A401 EXTERIOR WALL SECTIONS
A402 EXTERIOR WALL SECTIONS
A501 CONSTRUCTION DETAILS
MECHANICAL / PLUMBING
DM101 DEMO FIRST FLOOR PLUMBING PLAN
DM301 DEMO FIRST FLOOR HVAC PLAN
DM400 DEMO ROOF PLAN
M101 NEW FIRST FLOOR PLUMBING PLAN
M301 FIRST FLOOR PLAN NEW HVAC PLAN
ELECTRICAL
E1 POWER PLAN
E2 REFLECTED CEILING PLAN
D202 DEMOLITION ROOF PLAN
M400 MECHANICAL ROOF PLAN
M600 MECHANICAL SCHEDULES AND DETAILS
173
A 3'-4"(34" MIN.TO 48" MAX.)L-2
P-3
COAT
HOOK ON
INSIDE OF
ROOM
48" MAX.TO TOP OFHOOKFINISH
FLOOR
B-140
2'-10"3'-0"ROUGHOPENING4'-0"
ROUGH
OPENING
3
NOTE: VERIFY
ROUGH OPENING
REQUIRED WITH
CUT SHEET.
1
A A
1'-10"±(E)V.I.F.6'-7 1/2"±VERIFY8'-8"±
(E) V.I.F.8'-5 1/2"±MATCH EXISTING DININGWINDOW HEAD HEIGHTA 1" INSULATED TEMPERED GLASS
1/4" TEMPERED GLASS
8'-4 1/2"±(E) V.I.F.3'-4 3/4"±
(E) V.I.F.
2'-4"±
1 3/4"5'-7"±1 3/4"5"±MATCHEXISTING2
B
B
OPEN
TO
VEST.
EXISTING GLAZING/FRAMES
SHOWN SHADED TO REMAINB
2S.C.
WOOD
16
A500
11
A500
18
A500
19
A500
17
A500
12
A500
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
1.REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND
F.R.P.
2.FOR FINISH LOCATIONS REFER TO:
SHEET A203 - FINISH FLOOR PLAN
SHEET A204 - REFLECTED CEILING PLAN
SHEET A300 & A301 - EXTERIOR ELEVATIONS
SHEET A600 & A601 - INTERIOR ELEVATIONS
3.APPROVED PAINT MANUFACTURERS: PORTER, BENJAMIN MOORE,
SHERWIN WILLIAMS, ICI AND PITTSBURGH PAINTS. MATCH SPECIFIED
SCHEDULE COLORS EXACTLY.
4.ALL PAINTED GYPSUM BOARD SHALL HAVE A LIGHT ORANGE PEEL
TEXTURE, SEE SPECIFICATIONS.
5.ALL MORTAR SHALL BE MIXED WITH WHITE SAND TO ENSURE A
COLOR CONSISTENT TO THE ORIGINAL DESIGN INTENT.
CEILUME
CONTACT: DAVID CONDELLO
PHONE: 877.492.5605
DAVID@CEILUME.COM
FCC COMMERCIAL FURNITURE, INC.
CONTACT: CURTIS TIANO
PHONE: 507.664.0541
CURTIS.TIANO@GMAIL.COM
MAPEI
CONTACT: LISA FYKE
PHONE: 909.247.5324
LFYKE@MAPEI.COM
MARLITE
CONTACT: DAN EGBERS
PHONE: 800.377.1221 (MOBILE: 330.260.7633)
DEGBERS@MARLITE.COM
WILSONART INTERNATIONAL, INC.
CONTACT: DAN CHICKVARA
PHONE: 254.207.2130
CHICKV@WILSONART.COM
SHERWIN WILLIAMS
CONTACT: SUNNY PATEL
PHONE: 619.990.1920
SUNDEEPKUMAR.PATEL@SHERWIN.COM
CORIAN
CONTACT: DAVID GREENING
PHONE: 614.975.6700
DAVID.P.GREENING@DUPONT.COM
DALTILE
CONTACT: ANGELA BRABEC
PHONE: 415.830.7955
ANGELA.BRABEC@DALTILE.COM
USG CORPORATION
CONTACT: TRAVIS TOMANEK
PHONE: 440.541.3972
TTOMANEK@USG.COM
CREATIVE MATERIALS CORP.
CONTACT: ALLISON PICHE
PHONE: 518.713.5395
APICHE@CREATIVEMATERIALSCORP.COM
WOLF GORDON
CONTACT: ANNE KONIE
PHONE: 800.347.0550
ANNE.KONIE@WOLFGORDON.COM
SILIKAL AMERICA
CONTACT: MARK FELDMAN
PHONE: 770.830.1404
MFELDMAN@SILIKALAMERICA.COM
ROOM FINISH NOTES CONTACTS
DOOR AND
FINISH
A000
SCHEDULES
FLOORING WALL FINISHES
1.LAMINATE MAY BE SHIPPED FLAT OR ROLLED IN A BOX. FOR LONG
TERM STORAGE, WILSONART RE-COVER LAMINATE SHOULD BE
STORED FLAT (HORIZONTALLY) WITH THE ADHESIVE SIDE FACING
DOWN (DECORATIVE SIDE UP).
2.CONDITION BOTH THE LAMINATE AND THE SUBSTRATE IN THE SAME
ENVIRONMENT FOR 48 HOURS BEFORE FABRICATION. IF ROLLED,
UNROLL THE LAMINATE FOR THE 48 HOUR ACCLIMATION PERIOD.
RECOMMENDED CONDITIONING AND ACCLIMATION IS 75°F AND 50%
RELATIVE HUMIDITY. DO NOT APPLY RE-COVER LAMINATE IF THE
SURFACE TEMPERATURE OF THE LAMINATE OR THE SUBSTRATE IS
BELOW 50°F.
3.IF BONDING OVER AN EXISTING SUBSTRATE THAT IS DAMAGED,
REPAIR THE SURFACE TO PREVENT AN UNEVEN APPEARANCE OF
THE FINISHED ASSEMBLY. RECOMMENDED PRODUCTS FOR REPAIR
DAMAGED HIGH PRESSURE DECORATIVE LAMINATE OR WOOD
SUBSTRATE: J-B WELD WOODWELD, ELMER'S CARPENTER'S WOOD
FILLER, AND BONDO ALL-PURPOSE PUTTY. BE SURE TO READ AND
FOLLOW THE MANUFACTURER'S PRECAUTIONS AND DIRECTIONS
FOR USE. SAND AND CLEAN ALL REPAIRED AREAS BEFORE
APPLYING THE LAMINATE.
4.SUBSTRATES SHOULD BE CLEAN AND FREE OF RESIDUE. IF
BONDING TO AN EXISTING DECORATIVE SURFACE, MAKE SURE IT IS
ADEQUATELY CLEANED AND DRIED BEFORE BONDING. SUITABLE
CLEANING PRODUCTS INCLUDE: WILSONART 110, WILSONART 121,
WILSONART 130, WILSONART 131, WILSONART 131A, ACETONE,
ISOPROPYL ALCOHOL, OR WINDEX WITH AMMONIA. DO NOT USE A
CLEANER THAT WILL LEAVE AN OILY RESIDUE. BE SURE TO READ
AND FOLLOW THE MANUFACTURER'S PRECAUTIONS AND
DIRECTIONS FOR USE.
5.TO PRECUT LAMINATE PRIOR TO BONDING, USE CARBIDE TIPPED
SAW BLADES, ROUTER BITS AND LAMINATE SLITTERS. CUTTING
BLADES AND ROUTER BITS SHOULD BE KEPT SHARP AND CLEAN.
6.WHEN USING MULTIPLE SHEETS OF LAMINATE TO COVER AN AREA,
LEAVE A GAP BETWEEN SHEETS TO ALLOW FOR PROPER LAMINATE
MOVEMENT. A MINIMUM GAP OF 1/16" IS REQUIRED BETWEEN
SHEETS OF RE-COVER LAMINATE USED IN NON-ENVIRONMENTALLY
CONTROLLED AREAS. A MINIMUM GAP OF 1/32" IS REQUIRED
BETWEEN SHEETS OF RE-COVER LAMINATE IN ENVIRONMENTALLY
CONTROLLED AREAS.
7.PRIOR TO INSTALLATION, AND BEFORE REMOVING THE PEEL SHEET
THAT COVERS THE ADHESIVE, DRY FIT THE RE-COVER LAMINATE TO
THE SUBSTRATE. ONCE YOU HAVE INDEXED THE LAMINATE, REMOVE
1"-2" OF THE PEEL SHEET ON ONE END AND LIGHTING TACK IT IN
PLACE. BEGIN REMOVING THE PEEL SHEET, MAKING SURE THE
OPPOSITE END IS STILL PROPERLY ALIGNED. WORK YOUR WAY
DOWN THE ENTIRE LENGTH OF THE LAMINATE SHEET UNTIL THE
PEEL SHEET IS COMPLETELY REMOVED AND THE RE-COVER
LAMINATE IS FLAT ON THE SURFACE. APPLY UNIFORM BONDING
PRESSURE (30-40 PSI MINIMUM) OVER THE ENTIRE BONDED
SURFACE USING A MECHANICAL PINCH ROLLER (RECOMMENDED)
OR A 3" WIDE J-ROLLER. DO NOT USE A WOODEN BLOCK OR OTHER
HAND ROLLER.
8.RE-COVER LAMINATE IS NOT REPOSITIONABLE. ANY ATTEMPTS TO
REPOSITION THE LAMINATE WILL RESULT IN INADEQUATE BONDING.
IF THE RE-COVER LAMINATE HAS BEEN POSITIONED INCORRECTLY,
REMOVE USING A HEAT GUN TO SOFTEN THE ADHESIVE, AND THEN
PULL THE LAMINATE AWAY FROM THE SUBSTRATE. ONCE A SHEET IS
REMOVED, IT CANNOT BE REAPPLIED. REPLACE IT WITH A NEW
SHEET OF RE-COVER LAMINATE.
9.ONCE BONDED, YOU CAN BEGIN MACHINING THE RE-COVER
ASSEMBLY IMMEDIATELY. HIGH TOOL SPEED AND LOW FEED SPEED
ARE RECOMMENDED FOR BEST RESULTS. PRIOR TO ROUTING
EDGES, A RAZOR MAY BE USED TO SCORE THE ADHESIVE SIDE OF
THE LAMINATE TO PREVENT THE ADHESIVE LAYER FROM ROLLING
UP DURING THE PROCESS.
10.TO AVOID STRESS CRACKING, DO NOT USE SQUARE-CUT INSIDE
CORNERS. ALL INSIDE CORNERS SHOULD HAVE A MINIMUM OF 1/8"
RADIUS. DRILL OVERSIZED HOLES FOR SCREWS OR BOLTS. SCREWS
OR BOLTS SHOULD BE SLIGHTING COUNTERSUNK INTO THE FACE
SIDE OF A LAMINATE CLAD SUBSTRATE.
WILSONART LAM. INST. INSTRUCT.
GENERAL NOTES
1.MATCH EXISTING ALUMINUM STOREFRONT SYSTEM FINISH. (DARK
BRONZE ANODIZED ALUMINUM - FIELD VERIFY)
2.FIELD VERIFY ROUGH OPENING DIMENSIONS.
3.ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND
INSTALLED BY G.C. U.N.O.
4.ALL STOREFRONT WINDOW SYSTEMS SHALL HAVE A "SILL RECEPTOR" AT
THE SILL ALONG WITH INDUSTRY STANDARD "END DAMS".
5.INTERIOR DOORS, FRAMES AND HARDWARE
LOCKNET - MIKE MOYNAHAN
100 COURCHELLE DRIVE
NICHOLASVILLE, KY 40356
PHONE: 800.887.4307 FAX: 859.887.4958
6.SHADING COEFFICIENT SPECIFICATION FOR GLASS SHALL BE PER
LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM
SHALL BE MAINTAINED.
7.ALL NEW GLASS TO MATCH EXISTING CONDITIONS IN COLOR, TINT,
REFLECTIVENESS, ETC. FIELD VERIFY.
DOOR SCHEDULE
DOOR NOTESMISCELLANEOUS
654321PULLPUSH431
DOOR
STOPTHRESHOLD
21
KICKPLATE
321321
CLOSERS
654321
LOCKSBUTTS
4321FRAMEDOORTYPEDOOR SIZEDOOR
NO.
7
**7562PUSHPULL
PROVIDE A SIGN STATING "THISDOOR TO REMAIN UNLOCKEDWHEN BUILDING IS OCCUPIED"SEE DOOR TYPES1 1/2 PAIR BUTT HINGES PER DOORMANUFACTURER - TOP, MIDDLE, BOTTOM1 1/2 PAIR MCKINNEY #TA2731, 4 1/2" x 4 1/2"TOP AND BOTTOM PIVOTS - ALIGN WITHH.D. CONTINUOUS HINGEYALE B-PB5405LNIC 626 (STOREROOM)FALCON "T SERIES - PRIVACY SETMATCH DOOR #3PANIC HARDWARE INCLUDED IN PACKAGEFALCON C953-7 OR C987-7 AS REQUIREDCROSSBAR EXIT DEVICE (MATCH EXISTING)DORMA 8616 x689CLOSER INCLUDED IN PACKAGEDORMA 7414 ARP SNB 689STAINLESS STEEL 10" x .050 x 2" L.T.D.W.KICKPLATE INCLUDED IN PACKAGEFLOOR STOP - ROCKWOOD 441 CUHINGE STOP - ROCKWOOD 532 NPWALL STOP - ROCKWOOD 409PUSH BAR - MATCH EXISTINGOFFSET PULL - MATCH EXISTINGSTD. ADJUSTABLE DR. SWEEP PER DR. MFR.SWEEP (VISTA 231 STD) NGP 101VAUNDERCUT 3/4"COAT HOOK - BOBRICK (48" MAX. A.F.F.)DOOR SIGNEXISTING FRAME CONDITION - V.I.F.CROSSBAR EXIT DEVICE WITH FLUSH BOLTS- MATCH EXISTINGWEATHERSTRIPPINGCONTINUOUS HINGE INCL. IN PKG.PIVOT HINGE (MATCH EXISTING)ACCESSIBLE ALUM. THRESHOLD BY DOORMFR. (PROVIDE SQUARE EDGE TO RECEIVETILE FINISH AT INTERIOR)THRESHOLD INCLUDED IN PACKAGEFLOOR STOP - ROCKWOOD 470CROSS BAR EXIT DEVICE - STYLE / TYPE TOPUSH BAR - ROCKWOOD BP47OFFSET PULL - ROCKWOOD BF1571
2
4
5
6
3
USE FALCON D271 IF LIMITED STRIKE SIDE CLEARANCE DOES NOT PERMIT LATCH.*LESS THAN DOOR WIDTH**1.LAMINATE DOORS AND PAINT FRAMES. SEE INTERIOR ELEVATIONS FOR
ADDITIONAL INFORMATION.
2.DOOR HARDWARE SHALL BE US32D FINISH.
3.ADA COMPLIANT RESTROOM ACCESSIBILITY SIGNAGE WITH BRAILLE
WHERE REQUIRED (OR AS REQUIRED BY LOCAL JURISDICTION). (1) MEN
AND (1) WOMEN.
4.HOLLOW METAL FRAMES SHALL BE 16 GAUGE STEEL U.N.O. PAINT AS
INDICATED ON PLANS.
5.SEE ACCESSIBILITY DETAILS 6/A201.
6.MOUNT DOOR CLOSER ON RESTROOM OR KITCHEN SIDE ONLY. SECURE
DOOR CLOSURE BODY TO DOOR USING SEX BOLT TYPE, THROUGH
BOLTS FROM OUTSIDE OF DOOR TO INSIDE AT CLOSURE.
7.MOUNT KICKPLATE ON PUSH SIDE ONLY.
8.MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 15 LBS
EXTERIOR. ADJUST CLOSERS SUCH THAT FROM AN OPEN POSITION OF
90 DEGREES, THE TIME TO MOVE THE DOOR TO A POSITION OF 12
DEGREES FROM THE LATCH IS 5 SECONDS.
9.ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE,
SUPPLIED AND INSTALLED BY G.C. ALL EXTERIOR LOCKS SHALL BE
PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES
SHALL BE KEYED ALIKE.
10.PERMANENT CORES SHALL BE SUPPLIED AND INSTALLED BY OWNER.
11.ALL ALUMINUM STOREFRONT SYSTEM SHALL BE ANODIZED ALUMINUM
FINISH. (COLOR TO MATCH EXISTING - ASSUMED 'DARK BRONZE', FIELD
VERIFY)
12.REMOVE EXISTING AND PROVIDE NEW PUSH AND PULL HARDWARE ON
EXISTING DOOR. STYLE AND OPERATION TO MATCH EXISTING - FIELD
VERIFY.
13.ALL EXISTING HARDWARE TO REMAIN. UNLESS OTHERWISE NOTED.
14.DOOR HARDWARE SHALL BE 695/SP313 FINISH. (COLOR TO MATCH
"DARK BRONZE" ANODIZED ALUMINUM STOREFRONT.)
15.PROVIDE COAT HOOK AT INSIDE OF DOOR. MOUNT 48" A.F.F. MAXIMUM
TO TOP OF HOOK.
16.SAND, PREP, AND PAINT EXISTING FRAME AS SCHEDULED.
17.PROVIDE PUSH BAR (RIM) EXIT DEVICE AND OFFSET PULLS TO MATCH
EXISTING. COORDINATE WITH EXISTING CYLINDER LOCKS.
18.SAND, PREP, AND PAINT EXISTING DOOR AND FRAME AS SCHEDULED.
19.CONTRACTOR TO EVALUATE EXISTING DOOR AND NEW DOOR
HARDWARE SCHEDULED AS DOOR HARDWARE AND FUNCTION IS
CHANGING FROM EXISTING. COORDINATE WITH BORDER FOODS ABILITY
TO REUSE EXISTING DOOR OR IF NEW DOOR REQUIRED.
20.DOOR AND FRAME SHALL BE PAINTED ON ALL SIDES.
21.FIELD VERIFY EXISTING FRAME TO REMAIN AND HARDWARE LOCATIONS.
SUPPLY DOOR PREPPED TO ALIGN WITH FRAME.
22.REMOVE ALL EXISTING HARDWARE AND PROVIDE NEW ON EXISTING
DOOR. STYLE AND OPERATION TO MATCH EXISTING - FIELD VERIFY.
DOOR SCHEDULE NOTES
DRS.1/4"=1'-0"1 WINDOW TYPES1/4"=1'-0"2
WD HM X X X X X X X
WD HM X X X X X X X
1, 2, 3, 4, 5, 6, 7, 8, 15
1, 2, 3, 4, 5, 6, 7, 8, 15
13, 18
A
A
8, 14, 19(E)(E)(E)
(E)(E)(E)
X
X
X
X
(E)(E)(E)X X X X X XX X XX
X X X X X X
3'-6" x 7'-0"
3'-0" x 6'-8"
3'-0" x 6'-8"
3'-0" x 7'-0"
(PR.) 3'-0" x 7'-0"8, 9, 10, 14, 22
SYM.
FINISH SCHEDULE
DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE
SYM.DESCRIPTION ALTERNATE/NOTE
SYM.DESCRIPTION ALTERNATE/NOTE
SYM.DESCRIPTION ALTERNATE/NOTE
SYM.DESCRIPTION ALTERNATE/NOTE
SYM.DESCRIPTION ALTERNATE/NOTE
SYM.DESCRIPTION ALTERNATE/NOTE
BASE
SOLID SURFACE
MILLWORK
LAMINATE
METAL TRANSITIONS
CORNER GUARDS
SYM.DESCRIPTION ALTERNATE/NOTE
F-1
T-1
T-2
B-1
B-2
B-4
SS-1
SS-2
CR-1
L-1
L-2
MT-1
MT-2
MT-3
CG-1
CG-2
MFR:SILIKAL
TYPE:ACRYLIC-RESIN
COLOR:QUARTZ BLEND #4 60% SILVER GRAY, 20%
LIGHT GRAY, 20% BLACK
-
MFR:CMC
TYPE:QUARRY
COLOR:PURITAN GREY #507
SIZE:6" X 6"
GROUT:MAPEI #9 GRAY, 1/8" JOINT WIDTH
-
MFR:CREATIVE MATERIALS CORP.
TYPE:MOTIF GREY
COLOR:GREY
SIZE:12" X 12"
GROUT:MAPEI #2 PEWTER, 1/8" JOINT WIDTH
-
-
-
-
MFR:CORIAN
TYPE:LAVA ROCK
COLOR:LAVA ROCK
-
MFR:STARON
TYPE:BW010
COLOR:BRIGHT WHITE SS-3 GLOSS 15
PANEL BEHIND RESTROOM HAND DRYER.
PROVIDED AND INSTALLED BY G.C.
MFR:-
TYPE:STAINED CHAIR RAIL W/ ROUTE (MAPLE)
COLOR:MINWAX - WOOD FINISH WATER - BASED
PENETRATING STAIN - SOLID - PASTELS -
PLATINUM #1072
SIZE:1 1/2" H. X 3/4" D.
DINING CHAIR RAIL PROVIDED BY DECOR VENDOR
(SEE DECOR PACKAGE) AND INSTALLED BY BORDER
FOODS INSTALLER.
MFR:WILSONART
TYPE:HIGH PRESSURE LAMINATE
COLOR:4783K FINISH 7 - "WHITE TIGRIS"
1/2" DECORATIVE METAL TRIM AT EXPOSED EDGES
AND VERTICAL SEAMS, AND 1/2" X 1/2" CORNER
TRIM AT OUTSIDE CORNERS ON POS COUNTER AND
MILLWORK (COLOR: WHITE).
MFR:WILSONART
TYPE:HIGH PRESSURE LAMINATE
COLOR:Y0664K-12 "MOCHA ASH"
-
MFR:SCHLUTER
TYPE:JOLLY
COLOR:A 100 AT - SATIN NICKEL ANODIZE
ALUMINUM
SIZE:3/8"
VERTICAL TRIM AT WALL TILE TO GYPSUM BOARD
TRANSITION. DINING/POS AREAS.
MFR:SCHLUTER
TYPE:DILEX AHK
COLOR:EB. BRUSHED STAINLESS STEEL
BRUSHED STAINLESS STEEL COVE BASE TIME
WHERE WALL TILE MEETS DINING FLOOR TILE.
MFR:SCHLUTER
TYPE:RONDEC
COLOR:SATIN ANODIZED ALUMINUM
SIZE:3/8"
1/2" X 1/2" OUTSIDE CORNER TRIM ON WAINSCOT.
MFR:C.S. GROUP
TYPE:ACROVYN VA SERIES
COLOR:VA-034N #934 PEARL
SIZE:3/4" X 3/4"
FOR PAINT MATCH P-1.
MFR:C.S. GROUP
TYPE:ACROVYN VA SERIES
COLOR:VA-034N #262 DRIFTWOOD
SIZE:3/4" X 3/4"
FOR PAINT MATCH CR-1 AND WC-3.
MFR:MARLITE
TYPE:FIBERGLASS REINFORCED PANEL
COLOR:FP-100 WHITE (PEBBLE FINISH)
NOTE:NO COLOR VARIATIONS ACCEPTED
-
MFR:SHERWIN WILLIAMS
TYPE:SW7021
COLOR:SIMPLE WHITE
PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC
PAINT SHEEN
CEILING/SOFFIT:FLAT
WALLS:EGGSHELL
MOLDING/TRIM:SEMI-GLOSS
PAINT SHEEN
CEILING/SOFFIT:FLAT
WALLS:EGGSHELL
MOLDING/TRIM:SEMI-GLOSS
PAINT SHEEN
CEILING/SOFFIT:FLAT
WALLS:EGGSHELL
MOLDING/TRIM:SEMI-GLOSS
PAINT SHEEN
CEILING/SOFFIT:FLAT
WALLS:EGGSHELL
MOLDING/TRIM:SEMI-GLOSS
MFR:CREATIVE MATERIALS CORP.
TYPE:FORM
COLOR:ICE DECO MIX
SIZE:8" X 8"
GROUT:MAPEI #47 CHARCOAL, 1/8" JOINT WIDTH
RESTROOM ACCENT WALL TILE
RESTROOM WALL TILE
MFR:CREATIVE MATERIALS CORP.
TYPE:AGELESS
COLOR:GREY 01 - GLOSSY
SIZE:3" X 6"
GROUT:MAPEI ULTRACOLOR PLUS FA #00 WHITE,
1/8" JOINT WIDTH
INSTALL VERTICALLY - RUNNING BOND
INSTALLATION OFFSET 50%.
MFR:WOLF GORDON
TYPE:'RAMPART' HIGH IMPACT WALL COVERING
COLOR:FOUNDATION/PIGMENT (GOH 12172606)
RAILROAD INSTALLATION: THERE SHOULD BE NO
SEAMS ALONG WALLS.
MFR:FORBO MARMOLEUM
TYPE:FRESCO
COLOR:SILVER SHADOW #3860
NOTE:PROVIDED BY DECOR VENDOR (SEE
DECOR PACKAGE) AND INSTALLED BY
BORDER FOODS INSTALLER
TO BE INSTALLED OVER 1/8" LUAN BOARD.
ANODIZED CORNER GUARDS AND J-MOLDS BY
NATIONAL METAL SHAPES (STAINLESS).
INTERMEDIATE VERTICAL TRIM BY DECOR VENDOR
PAINTED SAME COLOR AS WALL PANEL.
MFR:FORBO MARMOLEUM
TYPE:COCOA
COLOR:3582 EARL GREY CHOCOLATE
NOTE:PROVIDED BY DECOR VENDOR (SEE
DECOR PACKAGE) AND INSTALLED BY
BORDER FOODS INSTALLER
MFR:USG SUSPENDED CEILING TILE
TYPE:RADAR CLIMAPLUS PERFORMANCE
SQUARE EDGE
COLOR:#107 TAUPE
SIZE:24" X 24"
GRID:USG DONN BRAND DX/DXL 15/16"
EXPOSED TEE - COLOR: 107 TAUPE
-
MFR:CERTAINTEED
TYPE:VINYL ROCK #1140, WASHABLE
NON-PERFORATED
COLOR:WHITE
SIZE:24" X 48"
GRID:WHITE SUSPENSION GRID WITH
ALUMINUM FACE
FLAME SPREAD RATING 0-25, CLASS A.
FLAME SPREAD RATING 0-25, CLASS A.
MFR:(MATCH EXISTING)
TYPE:VINYL ROCK (MATCH EXISTING)
COLOR:WHITE (MATCH EXISTING)
SIZE:24" X 24" (MATCH EXISTING)
GRID:(MATCH EXISTING) - COLOR: WHITE
(MATCH EXISTING)
G.C. TO VERIFY EXISTING MANUFACTURER, TYPE,
COLOR, SIZE, AND GRID IN FIELD.
MFR:-
TYPE:GYPSUM BOARD
COLOR:PAINTED PER REFLECTED CEILING PLAN
-
FRP-1
P-1
P-2
P-3
P-4
W-1
W-2
W-3
WC-1
WC-2
WC-3
CL-1
CL-2
CL-3
CL-4
CL-16
MFR:CREATIVE MATERIALS CORP.
TYPE:QUARRY
COLOR:PURITAN GREY #507
SIZE:6" X 6" COVED
GROUT:MAPEI #9 GRAY, 1/8" JOINT WIDTH
MFR:CREATIVE MATERIALS CORP.
TYPE:MOTIF GREY
COLOR:GREY
SIZE:6" X 12" COVED
GROUT:MAPEI #2 PEWTER, 1/8" JOINT WIDTH
MFR:SILIKAL
TYPE:ACRYLIC-RESIN
COLOR:QUARTZ BLEND #4 60% SILVER GRAY, 20%
LIGHT GRAY, 20% BLACK
SIZE:6" HIGH COVED BASE
MFR:SHERWIN WILLIAMS
TYPE:TB2603C
COLOR:PURPLE
PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC
MFR:SHERWIN WILLIAMS
TYPE:SW7076
COLOR:CYBERSPACE
PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC
MFR:SHERWIN WILLIAMS
TYPE:SW7005
COLOR:PURE WHITE
PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC
MFR:CREATIVE MATERIALS CORP.
TYPE:FORM
COLOR:ICE
SIZE:8" X 8"
GROUT:MAPEI #47 CHARCOAL, 1/8" JOINT WIDTH
TO BE INSTALLED OVER 1/8" LUAN BOARD.
ANODIZED CORNER GUARDS AND J-MOLDS BY
NATIONAL METAL SHAPES (STAINLESS).
INTERMEDIATE VERTICAL TRIM BY DECOR VENDOR
PAINTED SAME COLOR AS WALL PANEL.
MFR:CERTAINTEED
TYPE:VINYL ROCK #1142, WASHABLE
NON-PERFORATED
COLOR:WHITE
SIZE:24" X 24"
GRID:WHITE SUSPENSION GRID WITH
ALUMINUM FACE
CEILING
7
(E)(E)(E)3'-0" x 7'-0"
(E)(E)(E)3'-0" x 7'-0"
X X XX X X X X XX 8, 9, 10, 14, 22
X X X 8, 14, 22XX
X
174
ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS,
EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM
CONTAINING THE WORDS "TACO BELL" AND/OR TACO
BELL LOGO SCHEDULED TO BE REMOVED SHALL BE
DESTROYED. G.C. TO SEND PHOTOS TO BORDER
FOODS REFLECTING PROOF OF DESTRUCTION.
DINING
CUSTOMER
SELF-SERVE
VESTIBULE #1
VESTIBULE #2
WOMEN'S
MEN'S
SERVING
DRIVE-THRUKITCHEN
TB COOK
WASHING
COOLER
FREEZER
OFFICE
PREP
UTILITY
DRY STORAGE
1
D400
1
D401
2
D401
2
D400
1
D402
2
D402
1
1
1
1
1
1
1
1
1
1
1
2
3
2
3
2
3
2
3
2
3
4
5
5
6
6
7 7 7
7
100
100
77
8
9
8
9
8
9
11
12
14
13
106
15
16
17
18
18
19
20
21
22
24
23
25
26
27
26
27
28
29
29
39
42
43
44
45
44
44
45
44
45
44
45
44
45
44
45
44
45
44
45
46
4646
47
48
49
51
106
53
54
57
52
55
56
63
64
90
67
68
69
70
73
73
86
73
109
74
77
77
79
81
82
10783
84
85
85
88
88
88
88
88
88
88
8888
88
88
89
91
92
94
95
97
98
99
99
99
99
99
99
101
102
103
104
105
104
86
108
111
110
112
112
112
113 113
113
113
113
114
3
D300
1
D300
2
D300
4
D300
SEE ALSO MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
30
115
115
115
115
115
115
115
115
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
DEMOLITION
FLOOR
D200
PLAN
DEMOLITION FLOOR PLAN1/4"=1'-0"1 GENERAL DEMOLITION NOTES2
DEMOLITION LEGEND3
EQUIPMENT REMOVE/DISCARD SCHEDULE4 DEMOLITION FLOOR PLAN KEY NOTES5
1.THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION
OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS,
MISCELLANEOUS ITEMS, ETC. AS INDICATED BY THE KEY NOTES AND
DASHED LINES.
2.GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK
ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE
BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION
OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN.
GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE
ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING
THIS DEMOLITION PROCESS THAT WILL AFFECT THE NEW WORK.
3.THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY.
4.CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS
OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING
PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING
CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF
THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER
CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED
BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE
RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT
DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS
AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION.
5.THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING
CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS,
AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION.
DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT
SURFACE FINISHES TO REMAIN AS REQUIRED.
6.CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER
TEMPORARY SUPPORTS NECESSARY FOR THE PROPOSED
ALTERATION TO THE EXISTING STRUCTURE.
7.IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY
CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR
UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT
IMMEDIATELY.
8.VERIFY LOCATION OF NEW CONSTRUCTION.
9.WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING
SURFACES ARE TO BE REPAIRED FOR NEW
CONSTRUCTION/FINISHES.
10.GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE
WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.
DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR
AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE
DEMOLITION PROCESS.
11.NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH
OWNER/TENANT PRIOR TO INSTALLATION.
12.VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION.
13.INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED
SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS AND
WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE
AND IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND
TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND.
14.SEE SHEET A100 FOR ANY SITE DEMOLITION WORK.
15.SEE DEMOLITION REFLECTED CEILING PLAN SHEET D201 FOR ANY
CEILING DEMOLITION WORK AND DEMOLITION ROOF PLAN SHEET
D202 FOR ANY ROOF DEMOLITION WORK.
16.G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS.
17.POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE
SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S
DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL
COORDINATE.
18.TABLES AND CHAIRS ARE FIXED ELEMENTS AND
REMOVAL/DEMOLITION WILL REQUIRE UNBOLTING AND/OR
CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB.
CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS
AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE
REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER
BUILDING ELEMENTS AND FINISHES AS REQUIRED.
19.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY
QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF
WARRANTED. VERIFY ALL ACTIONS WITH OWNER.
QTY.ITEM DESCRIPTION QTY.ITEM DESCRIPTION
NOTES:
1.CONTRACTOR TO FINAL COORDINATE/VERIFY LIST OF EQUIPMENT TO BE REMOVED WITH
TENANT PRIOR TO PROCEEDING WITH WORK.
2.COORDINATE ALL EXISTING UTILITY CONNECTIONS WITH SPECIFICATIONS OF REPLACEMENT
EQUIPMENT. MODIFY AS REQUIRED.
3.PRIOR TO DISCARD - COORDINATE ANY ITEMS TO BE RETURNED TO OWNER WITH BORDER
FOODS.
10 MENU BOARDS
TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO
BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM
DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION.
DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES).
1 ALL EXISTING KITCHEN EQUIPMENT, FIXTURES, SHELVING UNITS,
ETC. TO REMAIN, U.N.O. CAREFULLY REMOVE AND RETAIN FOR
RELOCATION, AS REQUIRED, TO COMPLETE NEW WORK. PROTECT
FROM DAMAGE. IF EXISTING CAN RETAIN IN EXISTING LOCATIONS,
PROVIDE BARRIER TO PROTECT FROM DUST, DEBRIS, AND DAMAGE.
EXISTING TILE FLOORING AND BASE IN FRONT OF HOUSE TO BE
REMOVED. PREP FOR NEW FINISHES SCHEDULED.
EXISTING WAINSCOT AND CHAIR RAIL TO BE REMOVED. PREP FOR
NEW FINISHES SCHEDULED.
AREA OF EXISTING WALL TILE IN FRONT OF HOUSE TO BE REMOVED.
PREP FOR NEW FINISHES SCHEDULED.
EXISTING ENTRY DOOR TO REMAIN. SEE SHEETS A000 AND A200 FOR
ADDITIONAL INFORMATION.
EXISTING VESTIBULE DOOR TO REMAIN. SEE SHEETS A000 AND A200
FOR ADDITIONAL INFORMATION.
EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN.
ALL EXISTING FURNITURE (TABLES, CORE DRILLS, CHAIRS, TRASH
RECEPTACLES, CONDIMENT STATION, ETC.) TO BE REMOVED.
EXISTING DECOR/ARTWORK TO BE REMOVED.
NOT USED.
EXISTING SELF-SERVE DRINK TABLE TO BE REMOVED AND RETAINED
FOR RELOCATION. SEE SHEET A205.
EXISTING SELF-SERVE SODA AND ICE MACHINE AND CARBONATOR
TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET
A205.
EXISTING STRAW AND LID DISPENSER TO BE REMOVED AND
RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING SELF-SERVE TEA DISPENSER TO BE REMOVED AND
RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING MENU BOARDS ABOVE TO BE REMOVED.
EXISTING FRONT LINE COUNTER TO BE REMOVED AND RETAINED
FOR RELOCATION. SEE SHEETS A200 AND A203 FOR ADDITIONAL
INFORMATION / NEW WORK REQUIRED.
EXISTING FRONT COUNTER POS STATION, SHROUD AND ALL
ASSOCIATED EQUIPMENT TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
EXISTING UNDER COUNTER SHELVING TO BE REMOVED AND
RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING FRONT COUNTER CUP DISPENSER TO BE REMOVED.
EXISTING LOOMIS SAFE TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
EXISTING AMSEC SAFE TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
EXISTING WATERFALL MOBILE ORDER PICK-UP CUBBY TO BE
REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING DIGITAL ORDER KIOSK AND ASSOCIATED EQUIPMENT TO
BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING KIOSK STAND TO BE REMOVED.
EXISTING HALF WALL TO BE REMOVED IN ITS ENTIRETY.
EXISTING TILE FLOORING AND BASE IN RESTROOMS TO BE
REMOVED. PREP FOR NEW FINISHES SCHEDULED.
EXISTING WALL TILE IN RESTROOMS TO BE REMOVED. PREP FOR
NEW FINISHES SCHEDULED.
EXISTING RESTROOM DOOR AND FRAME TO BE REMOVED.
ALL EXISTING TOILET ROOM FIXTURES AND EQUIPMENT TO BE
REMOVED, U.N.O.
PORTION OF EXISTING ALUMINUM GLAZING SYSTEM TO BE
MODIFIED. SEE A000 & A200 FOR ADDITIONAL INFORMATION.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
EXISTING OVAL BABY CHANGING STATION IN MEN'S RESTROOM TO
BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A201.
NOT USED.
NOT USED.
EXISTING LIGHT SWITCH IN MEN'S RESTROOM TO BE RELOCATED
CLOSER TO DOOR. SEE SHEET A201 AND ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
EXISTING STORAGE CLOSET DOOR, FRAME, AND
EQUIPMENT/FIXTURES TO BE REMOVED IN THEIR ENTIRETY. SEE
SHEET A200 FOR ADDITIONAL INFORMATION.
EXISTING TILE FLOORING AND BASE IN BACK OF HOUSE TO BE
REMOVED. PREP FOR NEW FINISHES SCHEDULED.
EXISTING WALL FINISHES IN BACK OF HOUSE TO REMAIN, U.N.O.
PATCH AND REPAIR AS REQUIRED.
AREA OF EXISTING STAINLESS STEEL WALL FINISH TO REMAIN.
EXISTING REAR SERVICE DOOR TO REMAIN. SEE SHEETS A000 AND
A200 FOR ADDITIONAL INFORMATION.
EXISTING HAND SINK TO BE REMOVED.
EXISTING FRUITISTA MACHINE TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
NOT USED.
EXISTING DRIVE-THRU DRINK TABLE TO BE REMOVED AND
RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING DRIVE-THRU SODA AND ICE DISPENSER AND
CARBONATOR TO BE REMOVED AND RETAINED FOR RELOCATION.
SEE SHEET A205.
EXISTING DRIVE-THRU TEA DISPENSER TO BE REMOVED AND
RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING COFFEE BREWER TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
EXISTING DRIVE-THRU CUP DISPENSER TO BE REMOVED AND
RETAINED FOR RELOCATION. SEE SHEET A205.
EXISTING DRIVE-THRU WINDOW TO BE REMOVED.
EXISTING DRIVE-THRU POS STATION TO BE REMOVED AND RETAINED
FOR RELOCATION. SEE SHEET A205.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
EXISTING DUAL PRODUCTION LINE AND ALL ASSOCIATED
EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE
SHEET A205.
EXISTING I-LINE PRODUCTION LINE AND ALL ASSOCIATED
EQUIPMENT TO BE REMOVED.
NOT USED.
NOT USED.
EXISTING FRYER TO BE REMOVED AND RETAINED FOR RELOCATION.
SEE SHEET A205. MODIFY UTILITIES AS REQUIRED.
EXISTING FRY TABLE TO BE REMOVED.
EXISTING UNDER COUNTER FREEZER TO BE REMOVED.
EXISTING RETHERMALIZER TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205. MODIFY UTILITIES AS REQUIRED.
NOT USED.
NOT USED.
EXISTING SHELVING UNIT TO BE REMOVED.
EXISTING STAINLESS STEEL TABLE TO BE REMOVED.
NOT USED.
NOT USED.
EXISTING HEAT CABINET TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
NOT USED.
EXISTING RICE BINS TO BE REMOVED AND RETAINED FOR
RELOCATION. SEE SHEET A205.
NOT USED.
EXISTING OFFICE DESK AND WALL SHELVING ABOVE TO BE
REMOVED.
ALL EXISTING OFFICE EQUIPMENT TO BE REMOVED AND RETAINED
FOR REINSTALLATION ON NEW OFFICE DESK AND WALL SHELVING.
EXISTING MOP SINK TO BE REMOVED.
EXISTING CO2 TANKS TO REMAIN.
EXISTING WALK-IN COOLER/FREEZER TO REMAIN.
EXISTING WATER HEATER TO REMAIN.
NOT USED.
ALL EXISTING FLOOR DRAINS/FLOOR SINKS/CLEAN OUTS/TRENCH
DRAINS TO REMAIN, U.N.O. COORDINATE ANY WORK REQUIRED
WITH BORDER FOODS.
EXISTING WATER SOFTENER TO REMAIN.
EXISTING GREASE INTERCEPTOR TO BE REMOVED. PATCH AND
REPAIR EXISTING SLAB AS REQUIRED. SEE PLUMBING DRAWINGS
FOR ADDITIONAL INFORMATION.
EXISTING WATER METER TO REMAIN.
EXISTING WATER PRESSURE REGULATOR AND REVERSE OSMOSIS
SYSTEM TO REMAIN.
NOT USED.
EXISTING ROOF LADDER TO REMAIN.
EXISTING GREASE COLLECTION SYSTEM TANK TO REMAIN.
NOT USED.
EXISTING GAS METER TO REMAIN.
EXISTING WIRELESS TELEMATICS TIME CLOCK TO REMAIN.
EXISTING ELECTRICAL EQUIPMENT TO REMAIN.
EXISTING ARCHED ALUMINUM GLAZING SYSTEM AND PORTION OF
WALL ABOVE TO BE REMOVED AS REQUIRED FOR NEW ALUMINUM
GLAZING SYSTEM SCHEDULED. SEE DEMOLITION ELEVATIONS AND
SECTIONS FOR ADDITIONAL INFORMATION.
EXISTING HAND SINK AND ALL ASSOCIATED EQUIPMENT TO BE
REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205.
MODIFY PLUMBING AS REQUIRED.
EXISTING SHELVING UNIT TO BE MODIFIED AS REQUIRED FOR
RELOCATED EXISTING RICE BINS TO GO UNDER.
EXISTING STAINLESS STEEL TABLE TO BE REMOVED AND RETAINED
FOR RELOCATION. SEE SHEET A205.
EXISTING FLOOR SINKS UNDER PREP SINK AND DUAL LINE TO BE
REMOVED. PATCH AND REPAIR EXISTING CONCRETE SLAB AS
REQUIRED AFTER REMOVAL.
EXISTING FLOOR SINK UNDER I-LINE TO BE REMOVED AND
REPLACED WITH NEW FLOOR DRAIN. SEE SHEET A203 AND
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING FLOOR DRAINS UNDER SELF-SERVE AND DRIVE-THRU
DRINK TABLES TO BE RELOCATED. SEE SHEET A203 AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
AREA OF EXISTING STAINLESS STEEL WALL FINISH TO BE REMOVED
DUE TO MOP SINK REMOVAL. SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
EXISTING WALL TO BE REMOVED, SHOWN DASHED.
EXISTING PARTIAL HEIGHT WALL AND ASSOCIATED PLATFORM TO BE
REMOVED BACK TO FULL HEIGHT WALLS. PATCH AND REPAIR
FINISHES SCHEDULED TO REMAIN AS REQUIRED.
EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION
SYSTEM TO REMAIN.
EXISTING IRRIGATION RISER LOCATION TO REMAIN.
EXISTING BOLLARD TO REMAIN.
REFER TO DEMOLITION EXTERIOR ELEVATIONS AND DEMOLITION
SECTIONS FOR WORK REQUIRED AT TOWERS.
AREA WHERE NEW TRENCH DRAIN IS SCHEDULED. IF EXISTING
FLOOR SINK/DRAIN EXISTS REMOVE AND MODIFY FLOOR SLAB AS
REQUIRED FOR NEW TRENCH DRAIN. IF NONE EXISTS, PROVIDE NEW
PLUMBING AS NEEDED.
AT AREAS WITH NEW FINISHES SCHEDULED, G.C. TO ASSESS
EXISTING SHEATHING AND REPLACE ANY DAMAGED OR DOES NOT
MEET SHEATHING SPECIFICATION OUTLINED IN WALL LEGEND ON
SHEET A200 FOR NEW FINISH SCHEDULED. SEE SHEETS A203, A600
AND A601 FOR LOCATIONS OF NEW FINISHES.
N
1 FRONT COUNTER CUP DISPENSER
1 KIOSK STAND
2 WATER CLOSETS
2 TOILET PAPER HOLDERS
2 GRAB BAR SETS
2 LAVATORIES
2 HAND DRYERS
2 SOAP DISPENSERS
1 VERTICAL BABY CHANGING STATION
2 MIRRORS
1 SANITARY NAPKIN RECEPTACLE
1 HAND SINK
1 DRIVE-THRU WINDOW
1 I-LINE PRODUCTION LINE AND
ASSOCIATED EQUIPMENT
1 FRY TABLE
1 UNDER COUNTER FREEZER
3 SHELVING UNITS
1 STAINLESS STEEL TABLE
1 OFFICE DESK AND WALL SHELVING
1 MOP SINK
1 GREASE INTERCEPTOR
23
52
81
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
175
C
C
SP
C
C
SP
C
C
C
CC
C
CC
DINING
CUSTOMER
SELF-SERVE
VESTIBULE #1
VESTIBULE #2
WOMEN'S
MEN'S
SERVING
DRIVE-THRU
KITCHEN
TB COOK
WASHING
COOLER
FREEZER
OFFICE
PREPUTILITY
DRY STORAGE
1
1
1
1
1
1
1
2
2
3
4
5
5
5
5
5
5
5
11
12
11
12
11
12
11
12
11
12
11
12
13
14
14
15
16
1516
17
17
18
18
18
1818
18
18
19
19
19
19
19
19
19
22
23
22
23
22
23
22
23
22
2322
23
22
23
25
26
27
28
29
37
38
TYP.
38
TYP.
39
39
40
40
40
40
40
5
40
40
40
40
40
40
4040
40
40
40
40
41
42
43
47 47
474744
TYP.
44
TYP.
44
TYP.
44
TYP.
44
TYP.
44
TYP.
44
TYP.
45
45
46
TYP.
46
TYP.
46
TYP.
46
TYP.
46
TYP.
46
TYP.
46
TYP.
48
50
50
49
51
51
51
2
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
DEMOLITION
REFLECTED
D201
CEILING PLAN
DEMOLITION REFLECTED CEILING PLAN1/4"=1'-0"1 GENERAL DEMOLITION NOTES2
DEMOLITION LEGEND3
NOT USED4 DEMOLITION REFLECTED CEILING PLAN KEY NOTES5
1.THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION
OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS,
MISCELLANEOUS ITEMS, ETC. AS INDICATED BY THE KEY NOTES AND
DASHED LINES.
2.GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK
ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE
BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION
OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN.
GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE
ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING
THIS DEMOLITION PROCESS THAT WILL AFFECT THE NEW WORK.
3.THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY.
4.CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS
OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING
PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING
CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF
THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER
CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED
BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE
RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT
DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS
AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION.
5.THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING
CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS,
AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION.
DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT
SURFACE FINISHES TO REMAIN AS REQUIRED.
6.CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER
TEMPORARY SUPPORTS NECESSARY FOR THE PROPOSED
ALTERATION TO THE EXISTING STRUCTURE.
7.IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY
CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR
UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT
IMMEDIATELY.
8.VERIFY LOCATION OF NEW CONSTRUCTION.
9.WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING
SURFACES ARE TO BE REPAIRED FOR NEW
CONSTRUCTION/FINISHES.
10.GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE
WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.
DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR
AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE
DEMOLITION PROCESS.
11.NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH
OWNER/TENANT PRIOR TO INSTALLATION.
12.VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION.
13.INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED
SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS AND
WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE
AND IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND
TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND.
14.SEE SHEET A100 FOR ANY SITE DEMOLITION WORK.
15.SEE DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL
DEMOLITION WORK AND DEMOLITION ROOF PLAN SHEET D202 FOR
ROOF DEMOLITION WORK.
16.G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS.
17.POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE
SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S
DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL
COORDINATE.
18.TABLES AND CHAIRS ARE FIXED ELEMENTS AND
REMOVAL/DEMOLITION WILL REQUIRE UNBOLTING AND/OR
CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB.
CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS
AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE
REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER
BUILDING ELEMENTS AND FINISHES AS REQUIRED.
19.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY
QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF
WARRANTED. VERIFY ALL ACTIONS WITH OWNER.
TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF
DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER
TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION.
DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES).
1 EXISTING FRONT OF HOUSE CEILING AND GRID TO BE REMOVED.
EXISTING GYP. BD. SOFFIT TO REMAIN.
PORTION OF EXISTING GYP. BD. SOFFIT TO BE REMOVED, AREA SHOWN HATCHED. REFER TO SHEET A204 FOR NEW
WORK REQUIRED.
EXISTING MENU BOARD SOFFIT TO BE MODIFIED AS REQUIRED TO RAISE TO 7'-0". SEE SHEET A204 FOR NEW WORK
REQUIRED.
ALL EXISTING LIGHTING IN FRONT OF HOUSE TO BE REMOVED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
EXISTING FRONT OF HOUSE SUPPLY DIFFUSERS TO BE REMOVED.
EXISTING FRONT OF HOUSE RETURN AIR GRILLES TO BE REMOVED.
EXISTING MENU BOARDS TO BE REMOVED.
EXISTING GYP. BD. CEILING IN RESTROOMS TO REMAIN. PATCH AND REPAIR AS REQUIRED.
EXISTING RESTROOM DIFFUSER TO BE REMOVED.
EXISTING RESTROOM EXHAUST GRILLE TO BE REMOVED.
EXISTING RESTROOM LIGHT FIXTURE TO BE REMOVED.
EXISTING BACK OF HOUSE CEILING AND GRID TO REMAIN, U.N.O.
ALL EXISTING BACK OF HOUSE LIGHT FIXTURES TO REMAIN.
NOT USED.
NOT USED.
EXISTING BACK OF HOUSE SUPPLY DIFFUSERS TO REMAIN, U.N.O.
EXISTING BACK OF HOUSE RETURN AIR GRILLES TO REMAIN
NOT USED.
EXISTING WALK-IN COOLER LIGHTING TO REMAIN.
EXISTING WALK-IN COOLER MECHANICALS TO REMAIN.
EXISTING WALK-IN FREEZER LIGHTING TO REMAIN.
EXISTING WALK-IN FREEZER MECHANICALS TO REMAIN.
EXISTING EXHAUST HOOD TO REMAIN.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
EXISTING WALL PACK LIGHT FIXTURE TO BE REMOVED. REMOVE WIRING BACK TO SOURCE.
EXISTING SECURITY CAMERAS TO REMAIN. REINSTALL IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED DUE
TO NEW WORK SCHEDULED. COORDINATE WORK REQUIRED WITH BORDER FOODS.
EXISTING SPEAKER TO BE REMOVED.
ALL EXISTING CEILING ACCESSORIES TO REMAIN, U.N.O. REINSTALL IN EXISTING LOCATIONS IF REQUIRED TO BE
REMOVED DUE TO NEW WORK SCHEDULED.
PORTION OF EXISTING CEILING GRID TO BE REMOVED AS REQUIRED FOR NEW LINEAR DIFFUSER LOCATION.
EXISTING LINEAR DIFFUSER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A204 FOR ADDITIONAL
INFORMATION. MODIFY EXISTING DUCTWORK AS REQUIRED.
EXISTING LINEAR DIFFUSER TO BE REMOVED AND REPLACED WITH TYPICAL 2X2 DIFFUSER. SEE SHEET A204 FOR
ADDITIONAL INFORMATION. MODIFY EXISTING DUCTWORK AS REQUIRED.
EXISTING EXTERIOR SOFFIT LIGHT FIXTURES TO BE REMOVED. REMOVE WIRING BACK TO SOURCE.
EXISTING EXTERIOR SOFFIT LIGHT FIXTURES AT TOWER TO BE REMOVED. SEE SHEET A204 FOR NEW WORK
REQUIRED.
EXISTING SOFFIT VENTS TO BE REMOVED.
EXISTING EXTERIOR SOFFIT TO BE REMOVED. SEE DEMOLITION SECTIONS AND DEMOLITION EXTERIOR ELEVATIONS
FOR ADDITIONAL INFORMATION.
EXISTING VESTIBULE HEATER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A204 FOR ADDITIONAL
INFORMATION.
EXISTING MONITOR TO REMAIN.
EXISTING MONITOR TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A204 FOR ADDITIONAL
INFORMATION.
EXISTING CEILING MOUNTED OUTLET TO REMAIN. REINSTALL IN EXISTING LOCATION IF REQUIRED TO BE REMOVED
DUE TO NEW WORK SCHEDULED.
38
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
39
40
N
41
42
43
44
45
46
47
48
49
50
51
176
1
2
3
4
5
6
7
8
9
11
12
27
27
14
TYP.
1914
TYP.
15
16
15 16
25 25 25 25 25 25
252525252525
25
25
25
25
26
33
10
13
13
13
13
28 28
28
28
28 30
28
28
29 29
29
29
2929
29
29
30
30
30
30 30
30
30
283030
3130 30
31
30
30
3130 30
32
32
3232
1
D400
1
D401
2
D401
2
D400
1
D402
2
D402
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
DEMOLITION
ROOF PLAN
D202
ROOF PLAN1/4"=1'-0"1
NOT USED4 ROOF PLAN GENERAL NOTES5 DEMOLITION ROOF PLAN KEY NOTES6
1.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED.
ROOFER TO FIELD VERIFY EXISTING CONDITIONS (IE: DRAINAGE, EQUIPMENT, EXTENT OF ROOFING AT
BACKSIDE OF PARAPET, ETC.) AND INCLUDE ALL COMPONENTS AND MATERIALS NECESSARY TO COMPLETE
THE PROJECT IN BID.
2.ALL ROOF DRAINAGE TO BE VERIFIED PRIOR TO DEMOLITION. CONTRACTOR TO VERIFY EXISTING PIPE SIZES
ARE ADEQUATE PER NEW DESIGN. NOTE: EXISTING ROOF DRAINAGE TO REMAIN. RE-ROUTE AS NECESSARY.
3.NEW ROOFING TO BE TIED INTO EXISTING PRIMARY AND SECONDARY ROOF DRAINS AS REQUIRED.
4.COORDINATE ANY NEW ROOF PENETRATIONS AS REQUIRED BETWEEN ALL TRADES.
5.COORDINATE CONDITIONS NECESSARY WITH ANY NEW ROOF EQUIPMENT SCHEDULED THESE PLANS BETWEEN
ALL TRADES.
6.EXISTING EQUIPMENT INDICATED THIS PLAN FOR SCHEMATIC REFERENCE ONLY. FIELD VERIFY ALL LOCATIONS
AND CONDITIONS PRIOR TO BID.
7.ALL ITEMS INDICATED AS EXISTING OR RELOCATED ARE TO BE PROTECTED FROM DAMAGE DURING
CONSTRUCTION.
1 EXISTING KITCHEN/BACK OF HOUSE ROOF TOP UNIT TO REMAIN.
EXISTING DINING/FRONT OF HOUSE ROOF TOP UNIT TO REMAIN.
EXISTING SELF-SERVE ICE MACHINE CONDENSER TO REMAIN.
EXISTING DRIVE-THRU ICE MACHINE CONDENSER TO REMAIN.
EXISTING FRUITISTA MACHINE CONDENSER TO REMAIN.
EXISTING WALK-IN COOLER CONDENSER TO REMAIN.
EXISTING WALK-IN FREEZER CONDENSER TO REMAIN.
EXISTING HOOD EXHAUST FAN TO REMAIN.
EXISTING TOILET ROOM EXHAUST FAN TO REMAIN.
EXISTING MUZAK/SATELLITE DISH TO BE REMOVED. PATCH AND REPAIR ROOF AS REQUIRED.
REMOVE EXISTING ROOF HATCH NO LONGER IN USE. PATCH IN OPENING WITH NEW CONSTRUCTION TO MATCH
EXISTING ADJACENT CONSTRUCTION.
EXISTING ROOF LADDER TO REMAIN.
EXISTING METAL CAP FLASHING TO BE REMOVED. REFER TO BALANCE OF DEMOLITION DRAWINGS FOR
ADDITIONAL INFORMATION.
EXISTING ROOFING SYSTEM TO REMAIN. PATCH AND REPAIR AS REQUIRED.
EXISTING PRIMARY ROOF DRAIN TO REMAIN.
EXISTING OVERFLOW ROOF DRAIN TO REMAIN.
NOT USED.
NOT USED.
EXISTING MAKE-UP AIR UNIT TO BE REMOVED IF NOT IN OPERATION. PATCH AND REPAIR ANY OPENINGS WITH
NEW CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE WITH BORDER
FOODS.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
EXISTING LOUVER TO REMAIN. PROTECT FROM DAMAGE. G.C. TO ENSURE QUANTITY AND SIZE OF LOUVERS
MEETS MINIMUM REQUIREMENT. SEE SHEET A202 FOR ADDITIONAL INFORMATION.
EXISTING ACCESS OPENING IN PARAPET TO REMAIN.
EXISTING METAL CAP FLASHING AROUND EXISTING PREFAB WALK-IN COOLER/FREEZER BOX TO REMAIN.
EXISTING SOFFIT AT BOTTOM OF MANSARD ROOF TO BE CAREFULLY REMOVED IN ITS ENTIRETY. REFER TO
BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING MANSARD ROOF GUTTER SYSTEM TO BE REMOVED IF NOT NECESSARY ONCE NEW WORK IS COMPLETE.
NOTIFY ARCHITECT IMMEDIATELY AND PRIOR TO REMOVAL IF IT MUST BE MAINTAINED FOR PROPER ROOF
DRAINAGE. REFER TO BALANCE OF DEMOLITION DRAWINGS AS WELL AS A300 AND A400 SERIES SHEETS FOR
ADDITIONAL INFORMATION.
- IF ABANDONED: PIPING TO BE SEALED AND CAPPED OFF TO PREVENT WATER BACK-UP ISSUES.
- IF TO REMAIN: REROUTE / RECONNECT AS REQUIRED DUE TO NEW ROOF CONSTRUCTION TO MAINTAIN
DRAINAGE NEEDS.
EXISTING ROOF UP-LIGHTING TO BE REMOVED. REMOVE WIRING BACK TO SOURCE.
EXISTING TOWERS TO BE MODIFIED. REFER TO BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL
INFORMATION.
EXISTING MANSARD CLAY ROOF TILES AND PORTION OF EXISTING SUBSTRATE TO BE CAREFULLY REMOVED.
REFER TO BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.
AREA OF EXISTING LOW SPOT. G.C. TO ASSESS AND COORDINATE WORK REQUIRED WITH BORDER FOODS.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
N
1.THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION
OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS,
MISCELLANEOUS ITEMS, ETC. AS INDICATED BY THE KEY NOTES AND
DASHED LINES.
2.GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK
ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE
BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION
OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN.
GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE
ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING
THIS DEMOLITION PROCESS THAT WILL AFFECT THE NEW WORK.
3.THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY.
4.CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS
OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING
PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING
CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF
THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER
CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED
BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE
RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT
DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS
AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION.
5.THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING
CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS,
AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION.
DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT
SURFACE FINISHES TO REMAIN AS REQUIRED.
6.CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER
TEMPORARY SUPPORTS NECESSARY FOR THE PROPOSED
ALTERATION TO THE EXISTING STRUCTURE.
7.IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY
CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR
UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT
IMMEDIATELY.
8.VERIFY LOCATION OF NEW CONSTRUCTION.
9.WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING
SURFACES ARE TO BE REPAIRED FOR NEW
CONSTRUCTION/FINISHES.
10.GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE
WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.
DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR
AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE
DEMOLITION PROCESS.
11.NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH
OWNER/TENANT PRIOR TO INSTALLATION.
12.VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION.
13.INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED
SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS AND
WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE
AND IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND
TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND.
14.SEE SHEET A100 FOR ANY SITE DEMOLITION WORK.
15.SEE DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL
DEMOLITION WORK AND DEMOLITION REFLECTED CEILING PLAN
SHEET D201 FOR ANY CEILING DEMOLITION WORK.
16.G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS.
17.POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE
SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S
DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL
COORDINATE.
18.TABLES AND CHAIRS ARE FIXED ELEMENTS AND
REMOVAL/DEMOLITION WILL REQUIRE UNBOLTING AND/OR
CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB.
CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS
AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE
REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER
BUILDING ELEMENTS AND FINISHES AS REQUIRED.
19.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY
QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF
WARRANTED. VERIFY ALL ACTIONS WITH OWNER.
24
25
26
27
30
31
32
28
29
DEMOLITION LEGEND3
TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF
DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER
TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION.
DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES).
GENERAL DEMOLITION NOTES2
33
177
ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS,
EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING
THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED
TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS
TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION.
ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS,
EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING
THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED
TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS
TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION.
ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS,
EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING
THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED
TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS
TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION.
1
D401
1
D400
2
D402
1
D402
2
D401
ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS,
EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING
THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED
TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS
TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION.
2
D400
1
1
2
TYP.
2
TYP.
2
TYP.
2
TYP.
2
TYP.
2
TYP.
2
TYP.
3
3
3
3
4
4 4
13
TYP.
13
TYP.
13
TYP.
13
TYP.
16
TYP.
16
TYP.
16
TYP.
16
TYP.
17
17
18
18
18
18
19
20
22
TYP.
22
TYP.
22
TYP.
22
TYP.
23
242525
25 25
26
24
26
26
26
26 26
252725
28 28
28
2828323031
33
TYP.
33
TYP.
33
TYP.
33
TYP.
33
TYP.
33
TYP.
33
TYP.
33
TYP.
3434
3434
34 34
35 35
36 36
37
38
38
38
38
BEYOND
38
BEYOND
38
BEYOND
38
BEYOND
38
BEYOND
38
BEYOND
39
39
39
40
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License NumberDEMOLITION NORTH EXTERIOR ELEVATION1/4"=1'-0"1
DEMOLITION SOUTH EXTERIOR ELEVATION1/4"=1'-0"2
DEMOLITION EAST EXTERIOR ELEVATION1/4"=1'-0"3 DEMOLITION WEST EXTERIOR ELEVATION1/4"=1'-0"4
DEMO. EXT. ELEV. KEY NOTES5
DEMOLITION LEGEND6
DEMOLITION
EXTERIOR
D300
ELEVATIONS
GENERAL NOTES7
1.WHERE EXISTING FINISH IS NOT CALLED OUT TO BE REMOVED,
CONTRACTOR TO DETERMINE WHETHER THE EXIST. FINISH CAN BE
SAVED FOR RE-USE OR IF ALL NEW FINISH IS REQUIRED. IF EXISTING
SURFACE FINISHES ARE TO REMAIN, THE G.C. WILL BE REQUIRED TO
MATCH EXISTING WITH NEW FINISHES TO PROVIDE A CONSISTENT
FINAL RESULT. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO
BID AND INCLUDE ALL PRICING IN BASE BID, NO EXCEPTIONS.
2.IF EXISTING VESTIBULE TOWER, SIDE ENTRY TOWER, AND / OR REAR
TOWER WAS INSTALLED AS A PRE-FABRICATED COMPONENT,
REMOVAL AND REPLACEMENT IN ITS ENTIRETY WILL BE REQUIRED.
VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND
CONTACT ARCHITECT FOR DIRECTION GOING FORWARD IF EXISTING
TOWERS ARE FOUND TO BE PRE-FABRICATED COMPONENTS.
3.REFER TO DEMOLITION WALL SECTIONS FOR ADDITIONAL INFO.
4.REFER TO DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL
GENERAL NOTES THAT APPLY TO ALL DEMOLITION.
EXISTING TO BE REMOVED IN ITS ENTIRETY.
NOTES:
1.REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION.
2.REFER TO KEYNOTES FOR ADDITIONAL INFORMATION.
EXISTING FINISH TO BE CAREFULLY REMOVED
BACK TO EXISTING SUBSTRATE, U.N.O. PROTECT
EXISTING SUBSTRATE AND EXISTING STRUCTURE
FROM DAMAGE, AS REQUIRED.
EXISTING TO REMAIN. PROTECT FROM DAMAGE.
1 EXISTING BUILDING SIGNS TO BE REMOVED. PROTECT ADJACENT
FINISHES THAT ARE TO REMAIN FROM DAMAGE. MODIFY EXISTING
POWER AS REQUIRED FOR NEW SIGNAGE SCHEDULED.
EXISTING E.I.F.S. / STUCCO TO REMAIN, U.N.O. PATCH AND REPAIR
AS REQUIRED. PAINT AS SCHEDULED.
EXISTING E.I.F.S. / STUCCO WINDOW SILL ACCENT BAND TO
REMAIN, U.N.O. PATCH AND REPAIR AS REQUIRED. PAINT AS
SCHEDULED.
PORTION OF EXISTING E.I.F.S. / STUCCO ACCENT BAND TO BE
REMOVED BACK TO EVEN WITH EXISTING ADJACENT FIELD E.I.F.S. /
STUCCO FINISH SCHEDULED TO REMAIN. PATCH AND REPAIR AS
REQUIRED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
EXISTING ROOFING CLAY TILES TO BE REMOVED BACK TO
SUBSTRATE. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN
FROM DAMAGE. REMOVE PORTION OF ROOF SUBSTRATE AS
INDICATED ON DEMOLITION EXTERIOR WALL SECTIONS.
NOT USED.
NOT USED.
EXISTING ROOF LIGHT FIXTURE TO BE REMOVED.
EXISTING ALUMINUM FRAMED ENTRY DOOR TO REMAIN. SEE
SHEETS A000 AND A200.
EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN.
EXISTING REAR SERVICE DOOR TO REMAIN. PREP FOR PAINT AS
SCHEDULED.
EXISTING DRIVE-THRU WINDOW TO BE REMOVED. SEE SHEETS
A000 AND A200 FOR NEW WORK REQUIRED.
NOT USED.
EXISTING METAL CAP FLASHING TO BE REMOVED.
EXISTING GAS METER TO REMAIN. PREP PIPES AS REQUIRED FOR
NEW PAINT SCHEDULED. DO NOT PAINT METER.
EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PREP FOR NEW
PAINT SCHEDULED.
LOCATION OF EXISTING ROOF DRAINS AND OVERFLOW DRAINS.
REMOVE IF NO LONGER IN USE DUE TO NEW PARAPET / ROOF
WORK, OTHERWISE, PROTECT FROM DAMAGE AND REPAIR TO
PROPER WORKING ORDER IF STILL IN USE (FIELD VERIFY).
EXISTING EXTERIOR CAMERA LOCATION. COORDINATE WORK
REQUIRED WITH BORDER FOODS.
EXISTING HOSE BIBB LOCATION TO REMAIN.
EXISTING BOLLARD TO REMAIN.
NOT USED.
EXISTING IRRIGATION RISER TO REMAIN. PROTECT FROM DAMAGE.
EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION
SYSTEM TO REMAIN.
EXISTING CO2 TANK TO REMAIN.
EXISTING CONTINUOUS EXTERIOR SOFFIT, FASICA, AND ALL
RELATED LIGHTING / VENTS TO BE CAREFULLY REMOVED.
PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM
DAMAGE. REMOVE EXISTING LIGHTING WIRING BACK TO SOURCE.
EXISTING ARCHED SOFFIT TO BE CAREFULLY REMOVED. SEE
DEMOLITION EXTERIOR WALL SECTIONS FOR ADDITIONAL
INFORMATION.
EXISTING ARCHED WINDOW AND FRAME TO BE CAREFULLY
REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN
FROM DAMAGE.
PORTION OF EXISTING FRAMING TO BE REMOVED AS REQUIRED TO
SQUARE OFF WINDOW OPENINGS. SEE SHEETS A000, A200, AND
A300 FOR ADDITIONAL INFORMATION. PROTECT ADJACENT
FINISHES THAT ARE TO REMAIN FROM DAMAGE.
EXISTING EXTERIOR WALL PACK LIGHT FIXTURE TO BE REMOVED.
REMOVE WIRING BACK TO SOURCE.
EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO
SUBSTRATE. PROTECT SUBSTRATE AND ADJACENT FINISHES THAT
ARE TO REMAIN FROM DAMAGE.
EXISTING ROOF LADDER TO REMAIN. SEE SHEETS A300 AND A301
FOR ADDITIONAL INFORMATION.
REMOVE EXISTING ADDRESS SIGN AND RETAIN FOR INSTALL IN
NEW LOCATION.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
178
EXISTING TOWER
FRAMING TO REMAIN
EXISTING ARCHED
SOFFIT HEADER,
FRAMING, AND
SUBSTRATE TO BE
CAREFULLY REMOVED
EXISTING ARCHED
SOFFIT TO BE
CAREFULLY REMOVED IN
ITS ENTIRETY.
EXISTING E.I.F.S. FINISH
TO BE CAREFULLY
REMOVED BACK TO
EXISTING SUBSTRATE
EXISTING DOOR / WINDOW HEADER,
SUBSTRATE AND INSULATION
INFILL TO REMAIN.
EXISTING TRUSS TAIL
OVERHANG AND
ASSOCIATED TOWER
FRAMING TO REMAIN.
EXISTING E.I.F.S. FINISH
TO BE CAREFULLY
REMOVED BACK TO
EXISTING SUBSTRATE.
EXISTING E.I.F.S. FINISH
TO BE REMOVED
EXISTING SUBSTRATE
TO BE REMOVED
EXISTING CONCRETE
WALK TO REMAIN
EXISTING TOWER
CRICKET FRAMING AND
SUBSTRATE TO BE
CAREFULLY REMOVED.
0'-0"
T.O. (E) SLAB
6'-0"± (V.I.F.)
B.O. (E) ARCH
8'-4 1/2"± (V.I.F.)
T.O. (E) ARCH / T.O. (E) WDW.
9'-2"± (V.I.F.)
B.O. (E) SOFFIT
14'-9"± (V.I.F.)
T.O. (E) TOWER
17'-4 1/2"± (V.I.F.)
T.O. (E) PARAPET
8'-6"± A.F.F.(V.I.F.)
B.O. (E) CEILING
8'-10 1/2"± A.F.F. (V.I.F.)
B.O. (E) SOFFIT
9'-5"± A.F.F. (V.I.F.)
B.O. (E) CEILING
0'-0"
T.O. (E) SLAB
17'-4 1/2"± (V.I.F.)
T.O. (E) PARAPET
7'-0"
B.O. (E) ARCH
9'-5"± (V.I.F.)
T.O. (E) ARCH
9'-7"± (V.I.F.)
B.O. (E) SOFFIT / T.O. (E) WDW.
16'-10 1/2"± (V.I.F.)
T.O. (E) TOWER
8'-9 1/4"± A.F.F.(V.I.F.)
B.O. (E) CEILING
8'-10 1/2"± A.F.F. (V.I.F.)
B.O. (E) SOFFIT
9'-5"± A.F.F. (V.I.F.)
B.O. (E) CEILING
G.C. SHALL FIELD VERIFY CONDITION
OF EXISTING CONSTRUCTION PRIOR
TO BID. NOTIFY ARCHITECT OF ANY
DISCREPANCIES IMMEDIATELY AND
PRIOR TO BID SUBMITTAL.
REPLACE ANY DAMAGED SUBSTRATE
WITH NEW AS REQUIRED.
PROTECT ALL MATERIALS SCHEDULED
TO BE REUSED FROM DAMAGE
DURING DEMOLITION AND
CONSTRUCTION. PATCH AND REPAIR
AS REQUIRED.
SEE 1/D400 FOR TYPICAL
NOTES AND INFORMATION
1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVED1'-
6
"
E
X
I
S
T
I
N
G
R
O
O
F
S
U
B
S
T
R
A
T
E
T
O
B
E
R
E
M
O
V
E
D
E
X
I
S
T
I
N
G
R
O
O
F
S
U
B
S
T
R
A
T
E
T
O
R
E
M
A
I
N
1'-
6
"
E
X
I
S
T
I
N
G
R
O
O
F
S
U
B
S
T
R
A
T
E
T
O
B
E
R
E
M
O
V
E
D
EXISTING FLOORING TO BE
REMOVED
EXISTING FLOORING TO BE
REMOVED
EXISTING CONCRETE SLAB TO
REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CONCRETE SLAB TO
REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CEILING TO BE
REMOVED
EXISTING CEILING TO BE
REMOVED
EXISTING CEILING TO BE
REMOVED
EXISTING CEILING TO BE
REMOVED
PORTION OF EXISTING
PARAPET FRAMING AND
SUBSTRATE TO BE
REMOVED AS NEEDED FOR
NEW STRUCTURE. SEE
1/A400.
EXISTING BLOCKING AND CAP FLASHING TO BE
CAREFULLY REMOVED. REFER TO A400 SHEETS
FOR ADDITIONAL INFORMATION.
EXISTING CLAY ROOF TILES AND ALL
ASSOCIATED ROOFING MATERIALS TO BE
CAREFULLY REMOVED DOWN TO ROOF
SUBSTRATE.
PORTION OF EXISTING ROOF
MEMBRANE TO BE
CAREFULLY REMOVED
EXISTING ROOF MEMBRANE
TO REMAIN
PORTION OF EXISTING
PARAPET FRAMING AND
SUBSTRATE TO BE
REMOVED AS NEEDED FOR
NEW STRUCTURE. SEE
2/A400.
PORTION OF EXISTING ROOF
MEMBRANE TO BE
CAREFULLY REMOVED
EXISTING BLOCKING AND
CAP FLASHING TO BE
CAREFULLY REMOVED.
REFER TO A400 SHEETS FOR
ADDITIONAL INFORMATION.
EXISTING CLAY ROOF TILES
AND ALL ASSOCIATED
ROOFING MATERIALS TO BE
CAREFULLY REMOVED DOWN
TO ROOF SUBSTRATE.
EXISTING CONCRETE
WALK TO REMAIN
PORTION OF EXISTING
GLAZING SYSTEM TO BE
REMOVED - SEE A000 FOR
ADDITIONAL INFORMATION
EXISTING GYP. BD. SOFFIT
AND FRAMING TO REMAIN
EXISTING GLAZING TOP
FRAME TO REMAIN
EXISTING
ROOF TRUSS
STRUCTURE
TO REMAIN
EXISTING
SUBSTRATE
AND
INSULATION
INFILL
TO
REMAIN
EXISTING ROOF TRUSS
STRUCTURE TO REMAIN
EXISTING SUBSTRATE AND
INSULATION INFILL TO
REMAIN
EXISTING ALUMINUM
STOREFRONT SYSTEM
AND GLAZING TO
REMAIN.
PROTECT FROM
DAMAGE.
MODIFY EXISTING
FRAMING AS REQUIRED
TO PROVIDE NEW
HEADER. REFER TO A400
SHEETS FOR
ADDITIONAL
INFORMATION.
EXISTING ALUMINUM
STOREFRONT SYSTEM AND
GLAZING TO REMAIN.
PROTECT FROM DAMAGE.
EXISTING GYP. BD. SOFFIT
AND FRAMING TO REMAIN EXISTING DOOR / WINDOW HEADER,
SUBSTRATE AND INSULATION
INFILL TO REMAIN.
EXISTING METAL ANGLE TO REMAIN
EXISTING E.I.F.S. FINISH
TO BE REMOVED
EXISTING SUBSTRATE
TO BE REMOVED
EXISTING TOWER
FRAMING TO REMAIN
EXISTING E.I.F.S. FINISH
TO BE CAREFULLY
REMOVED BACK TO
EXISTING SUBSTRATE.
EXISTING TRUSS TAIL
OVERHANG AND
ASSOCIATED TOWER
FRAMING TO REMAIN.
MODIFY EXISTING
FRAMING AS REQUIRED
TO PROVIDE NEW
HEADER. REFER TO A400
SHEETS FOR
ADDITIONAL
INFORMATION.
EXISTING TOWER
CRICKET FRAMING AND
SUBSTRATE TO BE
CAREFULLY REMOVED.
EXISTING ARCHED
SOFFIT HEADER,
FRAMING, AND
SUBSTRATE TO BE
CAREFULLY REMOVED
EXISTING ARCHED
SOFFIT TO BE
CAREFULLY REMOVED IN
ITS ENTIRETY.
EXISTING E.I.F.S. FINISH
TO BE CAREFULLY
REMOVED BACK TO
EXISTING SUBSTRATE
EXISTING ALUMINUM
STOREFRONT SYSTEM
AND GLAZING TO
REMAIN.
PROTECT FROM
DAMAGE.
EXISTING ROOF MEMBRANE
TO REMAIN
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
DEMOLITION
EXTERIOR
D400
WALL SECTIONS
DEMOLITION EXTERIOR WALL SECTION1"=1'-0"1 DEMOLITION EXTERIOR WALL SECTION1"=1'-0"2
179
0'-0"
T.O. (E) SLAB
1'-10"± (V.I.F.)
B.O. (E) WDW.
8'-5 1/2'± (V.I.F.)
T.O. (E) WDW.
8'-11"± (V.I.F.)
B.O. (E) SOFFIT
11'-4 1/4"± (V.I.F.)
T.O. (E) SOFFIT
17'-4 1/2"± (V.I.F.)
T.O. (E) PARAPET
8'-5"± A.F.F. (V.I.F.)
B.O. (E) CEILING
8'-5"± A.F.F. (V.I.F.)
B.O. (E) CEILING
0'-0"
T.O. (E) SLAB
1'-10"± (V.I.F.)
B.O. (E) WDW.
8'-11"± (V.I.F.)
B.O. (E) SOFFIT
11'-4 1/4"± (V.I.F.)
T.O. (E) SOFFIT
17'-4 1/2"± (V.I.F.)
T.O. (E) PARAPET
4'-9"± (V.I.F.)
B.O. (E) ARCH. WDW.
7'-7"± (V.I.F.)
T.O. (E) ARCH. WDW.
SEE 1/D400 FOR TYPICAL
NOTES AND INFORMATION
SEE 1/D400 FOR TYPICAL
NOTES AND INFORMATION
1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVED1'-
6
"
E
X
I
S
T
I
N
G
R
O
O
F
S
U
B
S
T
R
A
T
E
T
O
B
E
R
E
M
O
V
E
D
E
X
I
S
T
I
N
G
R
O
O
F
S
U
B
S
T
R
A
T
E
T
O
R
E
M
A
I
N
1'-
6
"
E
X
I
S
T
I
N
G
R
O
O
F
S
U
B
S
T
R
A
T
E
T
O
B
E
R
E
M
O
V
E
D
EXISTING SOFFIT TO BE REMOVED
IN ITS ENTIRETY
EXISTING SUBSTRATE, FRAMING
AND INSULATION INFILL TO REMAIN
EXISTING TRUSS TAIL OVERHANG
TO BE CAREFULLY REMOVED.
EXISTING SOFFIT TO BE REMOVED
IN ITS ENTIRETY
EXISTING SUBSTRATE, FRAMING
AND INSULATION INFILL TO REMAIN
EXISTING TRUSS TAIL OVERHANG
TO BE CAREFULLY REMOVED.
EXISTING FLOORING TO BE
REMOVED
EXISTING FLOORING TO BE
REMOVED
EXISTING CONCRETE SLAB TO
REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CONCRETE SLAB TO
REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CEILING TO BE
REMOVED
EXISTING CEILING TO BE
REMOVED
PORTION OF EXISTING
PARAPET FRAMING AND
SUBSTRATE TO BE
REMOVED AS NEEDED FOR
NEW STRUCTURE. SEE
1/A401.
PORTION OF EXISTING ROOF
MEMBRANE TO BE
CAREFULLY REMOVED
PORTION OF EXISTING
PARAPET FRAMING AND
SUBSTRATE TO BE
REMOVED AS NEEDED FOR
NEW STRUCTURE. SEE
2/A401.
PORTION OF EXISTING ROOF
MEMBRANE TO BE
CAREFULLY REMOVED
EXISTING BLOCKING AND CAP FLASHING TO BE
CAREFULLY REMOVED. REFER TO A400 SHEETS
FOR ADDITIONAL INFORMATION.
EXISTING CLAY ROOF TILES AND ALL
ASSOCIATED ROOFING MATERIALS TO BE
CAREFULLY REMOVED DOWN TO ROOF
SUBSTRATE.
EXISTING BLOCKING AND CAP FLASHING TO BE
CAREFULLY REMOVED. REFER TO A400 SHEETS
FOR ADDITIONAL INFORMATION.
EXISTING CLAY ROOF TILES AND ALL
ASSOCIATED ROOFING MATERIALS TO BE
CAREFULLY REMOVED DOWN TO ROOF
SUBSTRATE.
EXISTING GRADE TO REMAIN EXISTING GRADE TO REMAIN
EXISTING ROOF TRUSS
STRUCTURE TO REMAIN
EXISTING SUBSTRATE AND
INSULATION INFILL TO
REMAIN
EXISTING ROOF TRUSS
STRUCTURE TO REMAIN
EXISTING SUBSTRATE AND
INSULATION INFILL TO
REMAIN
EXISTING ROOF MEMBRANE
TO REMAIN
EXISTING ROOF MEMBRANE
TO REMAIN
EXISTING ALUMINUM STOREFRONT
SYSTEM AND GLAZING TO REMAIN.
PROTECT FROM DAMAGE.
EXISTING E.I.F.S. SILL TO REMAIN.
EXISTING E.I.F.S. FINISH TO REMAIN.
EXISTING E.I.F.S. SILL TO REMAIN.
EXISTING E.I.F.S. FINISH TO REMAIN.
EXISTING E.I.F.S. FINISH TO REMAIN.
EXISTING WINDOW SILL TO
BE REMOVED
EXISTING FRAMING AND
SUBSTRATE TO REMAIN
EXISTING WINDOW HEADER,
SUBSTRATE AND
INSULATION INFILL TO
REMAIN.
EXISTING WINDOW SILL TO
BE REMOVED
EXISTING FRAMING AND
SUBSTRATE TO REMAIN
EXISTING WINDOW HEADER,
SUBSTRATE AND
INSULATION INFILL TO
REMAIN.
PORTION OF EXISTING
FRAMING TO BE REMOVED
AS REQUIRED FOR NEW
WINDOW OPENING
SCHEDULED
EXISTING ARCHED WINDOW
GLAZING AND FRAME TO BE
REMOVED.
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
DEMOLITION
EXTERIOR
D401
WALL SECTIONS
DEMOLITION EXTERIOR WALL SECTION1"=1'-0"1 DEMOLITION EXTERIOR WALL SECTION1"=1'-0"2
180
EXISTING FLOORING TO BE
REMOVED
0'-0"
T.O. (E) SLAB
8'-11"± (V.I.F.)
B.O. (E) SOFFIT
11'-4 1/4"± (V.I.F.)
T.O. (E) SOFFIT
17'-4 1/2"± (V.I.F.)
T.O. (E) PARAPET
0'-0"
T.O. (E) SLAB
17'-4 1/2"± (V.I.F.)
T.O. (E) PARAPET
2'-10"± (V.I.F.)
B.O. (E) D.T. WDW.
5'-10"± (V.I.F.)
T.O. (E) D.T. WDW.
6'-0"± (V.I.F.)
B.O. (E) ARCH
8'-4 1/2"± (V.I.F.)
T.O. (E) ARCH
14'-9"± (V.I.F.)
T.O. (E) TOWER
8'-3 1/4"± A.F.F. (V.I.F.)
B.O. (E) CEILING
8'-3 1/4"± A.F.F. (V.I.F.)
B.O. (E) CEILING
SEE 1/D400 FOR TYPICAL
NOTES AND INFORMATION
SEE 1/D400 FOR TYPICAL
NOTES AND INFORMATION
1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVED1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING E.I.F.S. FINISH
TO REMAIN
EXISTING SUBSTRATE, FRAMING
AND INSULATION INFILL TO REMAIN
EXISTING SOFFIT TO BE REMOVED
IN ITS ENTIRETY
EXISTING SUBSTRATE, FRAMING
AND INSULATION INFILL TO REMAIN
EXISTING TRUSS TAIL OVERHANG
TO BE CAREFULLY REMOVED.
EXISTING FLOORING TO BE
REMOVED
EXISTING CONCRETE SLAB TO
REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CONCRETE SLAB TO
REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CEILING TO
REMAIN
EXISTING CEILING TO
REMAIN
PORTION OF EXISTING
PARAPET FRAMING AND
SUBSTRATE TO BE
REMOVED AS NEEDED FOR
NEW STRUCTURE. SEE
1/A402.
PORTION OF EXISTING ROOF
MEMBRANE TO BE
CAREFULLY REMOVED
PORTION OF EXISTING
PARAPET FRAMING AND
SUBSTRATE TO BE
REMOVED AS NEEDED FOR
NEW STRUCTURE. SEE
2/A402.
PORTION OF EXISTING ROOF
MEMBRANE TO BE
CAREFULLY REMOVED
EXISTING BLOCKING AND CAP FLASHING TO BE
CAREFULLY REMOVED. REFER TO A400 SHEETS
FOR ADDITIONAL INFORMATION.
EXISTING CLAY ROOF TILES AND ALL
ASSOCIATED ROOFING MATERIALS TO BE
CAREFULLY REMOVED DOWN TO ROOF
SUBSTRATE.
EXISTING BLOCKING AND CAP FLASHING TO BE
CAREFULLY REMOVED. REFER TO A400 SHEETS
FOR ADDITIONAL INFORMATION.
EXISTING CLAY ROOF TILES AND ALL
ASSOCIATED ROOFING MATERIALS TO BE
CAREFULLY REMOVED DOWN TO ROOF
SUBSTRATE.
CONCRETE CURB AND DRIVE-LANE
- SEE SHEET A100
CONCRETE CURB AND DRIVE-LANE
- SEE SHEET A100
EXISTING ROOF TRUSS
STRUCTURE TO REMAIN
EXISTING SUBSTRATE AND
INSULATION INFILL TO
REMAIN
EXISTING ROOF TRUSS
STRUCTURE TO REMAIN
EXISTING SUBSTRATE AND
INSULATION INFILL TO
REMAIN
EXISTING ROOF MEMBRANE
TO REMAIN
EXISTING ROOF MEMBRANE
TO REMAIN
EXISTING E.I.F.S. FINISH TO BE
CAREFULLY REMOVED BACK TO
EXISTING SUBSTRATE.
EXISTING E.I.F.S. FINISH TO BE
CAREFULLY REMOVED BACK TO
EXISTING SUBSTRATE.
EXISTING ARCHED SOFFIT HEADER,
FRAMING, AND SUBSTRATE TO BE
CAREFULLY REMOVED
EXISTING E.I.F.S. FINISH TO BE
CAREFULLY REMOVED BACK TO
EXISTING SUBSTRATE.
EXISTING DRIVE-THRU WINDOW TO
BE REMOVED AND REPLACED WITH
NEW
EXISTING E.I.F.S. FINISH
TO BE REMOVED
EXISTING SUBSTRATE
TO BE REMOVED
EXISTING TOWER FRAMING TO
REMAIN
EXISTING TRUSS TAIL
OVERHANG AND
ASSOCIATED TOWER
FRAMING TO REMAIN.
EXISTING TOWER
CRICKET FRAMING AND
SUBSTRATE TO BE
CAREFULLY REMOVED.
EXISTING BEAM TO REMAIN
EXISTING WINDOW HEADER,
SUBSTRATE AND
INSULATION INFILL TO
REMAIN.
EXISTING STAINLESS STEEL
WRAP TO BE REMOVED AS
REQUIRED FOR
INSTALLATION OF NEW
WINDOW
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
DEMOLITION
EXTERIOR
D402
WALL SECTIONS
DEMOLITION EXTERIOR WALL SECTION1"=1'-0"1 DEMOLITION EXTERIOR WALL SECTION1"=1'-0"2
181
COMPACTED GRANULAR
FILL
1/2" EXPANSION JOINT
MATERIAL
CONCRETE WALK AS
SCHEDULED
1/2"
BITUMINOUS / CONCRETE
PAVEMENT AS
SCHEDULED
TYPICAL CONCRETE CURB
COMPACTED GRANULAR
FILL
FINISH GRADE
MATCH EXISTING ADJACENT
CONDITIONS FOR SIZE,
PROFILE, REINFORCING
AND DRAINAGE DIRECTION
1/4"1"COMPACTED GRANULAR
FILL
SAW-CUT OR TOOLED
CONTROL JOINT
CONCRETE WALK AS
SCHEDULED
1
2
1
2
1
2
1
2
1
2
1
2
4
5
6
7
8
TYP.
8
TYP.
8
TYP.
8
TYP.
9
9
9
12
13
14
15
16
19
20
21
21
21
21
21
21
21
21
21
R10'-0"R
3
'
-
0
"ALIGN22
24
25
26
27
28
29
30
30
31
31
33
35
38
39
40
3139
40
41
42
43
44
44
45
46
1
A101
44
6'-0 ±
NOTE: FINAL
COORDINATE WITH
BORDER FOODS AT
BID WALK EXTENT OF
CONCRETE DRIVE
REPLACEMENT
NOTE: CONTRACTOR
TO COORDINATE WITH BORDER
FOODS AT BID WALK IF REPLACE
CONCRETE INFILL ADJACENT TO
BUILDING
ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS,
EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING
THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED
TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS
TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION.
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
SITE PLAN
AND
A100
INFORMATION
1 EXISTING SITE LIGHT POLE TO REMAIN.
EXISTING SITE LIGHT FIXTURES TO REMAIN.
NOT USED.
EXISTING PARKING LOT BITUMINOUS TO REMAIN,
U.N.O.
EXISTING PARKING LOT CURBS TO REMAIN, U.N.O.
EXISTING MENU BOARD/EQUIPMENT ROCK MULCH
TO REMAIN. TOP OFF AS NEEDED DUE TO NEW
WORK SCHEDULED.
EXISTING DRIVE-THRU CONCRETE TO BE REMOVED
AND REPLACED WITH NEW. SEE 1/A100 FOR
SPECIFICATION.
EXISTING SIDEWALKS TO REMAIN, U.N.O.
EXISTING STOOPS TO REMAIN.
NOT USED.
NOT USED.
EXISTING MONUMENT SIGN TO REMAIN. SEE DETAIL
4/A101 FOR NEW WORK REQUIRED.
EXISTING SPEAKER BOX TO BE REMOVED AND
RETAINED FOR RELOCATION. REMOVE EXISTING
FOUNDATION.
EXISTING DIGITAL MENU BOARD TO BE REMOVED
AND RETAINED FOR RELOCATION. REMOVE EXISTING
FOUNDATION.
NEW CLEARANCE BAR. SEE DETAILS 1/A101 AND
3/A102.
NEW ORDER CANOPY. SEE DETAILS 1/A101 AND
1/A102.
NOT USED.
NOT USED.
EXISTING LANDSCAPE SHRUBS/FLOWERS TO REMAIN.
EXISTING LANDSCAPE TREES TO REMAIN.
EXISTING LANDSCAPE ROCK MULCH TO REMAIN. TOP
OFF WITH NEW TO MATCH EXISTING AS REQUIRED
DUE TO NEW WORK SCHEDULED.
EXISTING COOLER ADDITION TO REMAIN. SEE
SHEETS A300 AND A301 FOR NEW WORK REQUIRED.
NOT USED.
EXISTING TRASH ENCLOSURE WALL FINISH TO
REMAIN. PAINT AS SCHEDULED. SEE DETAIL 5/A101.
EXISTING TRASH ENCLOSURE CONCRETE BASE TO
REMAIN. NO WORK REQUIRED.
EXISTING TRASH ENCLOSURE GATES TO REMAIN.
REPLACE EXISTING FINISH WITH NEW TREX PLANKS
(COLOR TO MATCH CYBERSPACE). PAINT GATE
POSTS AND STEEL FRAME SW7076 CYBERSPACE.
EXISTING TRASH ENCLOSURE HARDWARE TO
REMAIN. REINSTALL ON NEW GATE FINISH.
EXISTING TRASH ENCLOSURE CAP FLASHING TO
REMAIN. NO WORK REQUIRED.
NEW MOBILE ORDER PICK-UP PARKING SIGN AND
POST. SEE DETAIL 3/A101.
EXISTING ACCESSIBLE PARKING SIGN AND POST TO
REMAIN.
EXISTING BOLLARD TO REMAIN.
NOT USED.
EXISTING ACCESSIBLE PEDESTRIAN RAMP TO
REMAIN.
NOT USED.
EXISTING ELECTRICAL TRANSFORMER TO REMAIN.
NOT USED.
NOT USED.
AREA OF EXISTING BITUMINOUS PAVEMENT TO BE
REMOVED AS REQUIRED FOR INSTALLATION OF NEW
DRIVE-THRU CONCRETE AS SCHEDULED. SEE 1/A100
FOR SPECIFICATIONS.
AREA OF EXISTING PARKING LOT CURBS TO BE
REMOVED.
NEW CONCRETE CURBS AT AREAS INDICATED. SEE
DETAIL 2/A100.
RELOCATED EXISTING SPEAKER BOX. SEE DETAIL
1/A101. PROVIDE NEW FOUNDATION AS DETAILED.
RELOCATED EXISTING DIGITAL MENU BOARD. SEE
DETAIL 1/A101. PROVIDE NEW FOUNDATION AS
DETAILED.
AREA OF NEW ROCK MULCH AND FABRIC (4" MIN.
DEPTH). NEW ROCK MULCH TO MATCH EXISTING
ROCK MULCH.
NEW CONCRETE FILLED BOLLARD. SEE DETAIL
4/A102.
AREA OF EXISTING CONCRETE INFILL TO BE
REMOVED.
AREA OF BITUMINOUS PAVEMENT TO BE INFILLED AS
REQUIRED AFTER MODIFICATION OF EXISTING
CURBS.
TYPICAL CURB DETAIL1 1/2"=1'-0"2
EXPANSION JOINT DETAIL1 1/2"=1'-0"4
SITE PLAN KEY NOTES5SITE PLAN1"=10'-0"1
N
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
HEAVY DUTY CONCRETE DRIVE PAVEMENT:
- MINIMUM 6" CONCRETE PAVEMENT - 4500 PSI AT 28 DAYS. (MATCH EXISTING THICKNESS IF
GREATER THAN 6".) WITH 6" X 6" - # 10/10 W.W.M. INSTALL OVER MIN. 6" CLASS 5 COMPACTED
AGGREGATE BASE.
- PROVIDE CONTROL JOINTS AT 12'-0" - SEE DETAIL 3/A100
LIGHT DUTY CONCRETE SIDEWALK PAVEMENT:
- MINIMUM 4" CONCRETE WALK - 4000 PSI AT 28 DAYS. WITH 6" X 6" - 10/10 W.W.M. INSTALL OVER
MIN. 4" CLASS 5 COMPACTED AGGREGATE BASE.
- DOWEL TO EXISTING SLABS AND STOOPS WITH #4 X 1'-6" LONG DOWEL AT 18" O.C.
- PROVIDE CONTROL JOINTS AT 5'-0" - SEE DETAIL 3/A100
- PROVIDE EXPANSION JOINTS AT 50'-0" AND AT 90 DEGREE CORNERS - SEE DETAIL 4/A100
CONCRETE SPECIFICATIONS
CONTROL JOINT DETAIL1 1/2"=1'-0"3
182
GALVANIZED
STEEL
U-CHANNEL
SIGN POST
EMBED IN
GROUND MIN.
18" (PAINT
BLACK)5'-0"NOTE:
POST PROVIDED BY G.C. SIGN
PROVIDED BY OWNER AND
INSTALLED BY G.C.
NOTE: SIGN TO BE CENTERED
ON APPLICABLE STALL. U.N.O.
NOTE:
TOP OF FOUNDATIONS TO BE LEVEL WITH TOP OF CURB.
OVERHEAD CANOPY NOTE:
ANCHOR BOLTS, NUTS,
AND WASHERS SUPPLIED
BY SIGN COMPANY AND
INSTALLED BY G.C.
ANCHOR BOLTS ARE SET
PERPENDICULAR TO THE
CURB
SPEAKER BOX NOTE:
ANCHOR BOLTS, NUTS,
AND WASHERS SUPPLIED
AND INSTALLED BY G.C.
ANCHOR BOLTS ARE SET
PERPENDICULAR TO THE
CURB
MENU BOARD NOTE:
ANCHOR BOLTS, NUTS,
AND WASHERS SUPPLIED
AND INSTALLED BY G.C.
ANCHOR BOLTS ARE SET
AT AN ANGLE TO THE
CURB
NOTE:
VERIFY AND COORDINATE FINAL
DRIVE-THRU EQUIPMENT LOCATIONS
WITH OWNER'S SITE REPRESENTATIVE.
NOTE:
SEE 2/A102 FOR ROUTING
OF CONDUITS AND POWER
1'-0"7"3'-0"SIGNAGE
INDICATED
SAME ON
BOTH SIDES
OF EXISTING
MONUMENT
SIGN.
EQ.EQ.
SIGNAGE INDICATED IS SCHEMATIC REPRESENTATION ONLY. FINAL SIGN
DETAILS AND DIMENSIONS TO BE PROVIDED BY SIGN VENDOR
NEW 4" HIGH PREFINISHED METAL CAP
FLASHING (BLACK) OVER SELF ADHERED
MEMBRANE OVER 2X TREATED WOOD
BLOCKING TO MATCH BUILDING
PAINT "WORLDLY GRAY (SW7043)"
PAINT "CYBERSPACE (SW7076)"
EXISTING C.M.U. WALL TO REMAIN -
PATCH / REPAIR / TUCK POINT AS REQUIRED
TO BRING TO "LIKE NEW" CONDITION
(MULTIPLE AREAS OF CRACKING /
SEPARATION EXIST THAT NEED REPAIR) -
COORDINATE WORK REQUIRED WITH
BORDER FOODS
SEE 5/A300
FOR
SIGNAGE
SCHEDULE
E032880
E032908
DASHED LINES INDICATE EXISTING METAL
COVER PLATES TO BE REMOVED
LOCATION/LAYOUT NOTES:
1.LAYOUT TO BEGIN WITH RELOCATED EXISTING SPEAKER BOX
PLACED 80'-0" FROM DRIVE-THRU PICK-UP WINDOW.
2.RELOCATED EXISTING MENU BOARD PLACED OFF OF
SPEAKER BOX LOCATION AS DIMENSIONED.
3.NEW CANOPY PLACED OFF SPEAKER BOX LOCATION AS
DIMENSIONED.
1'-0"1'-6"5'-0"
\A1;5'-0"
3'-0"3'-0"2'-0"1'-10"2'-0"1'-8 3/4"1'-8 3/4"1'-0"1'-0"2'-6
3
/
8
"
6"
6'-0"2'-0"1'-3"1'-0"6" DIA. CONCRETE FILLED
BOLLARD - SEE DETAIL 4/A102
NEW HEIGHT BAR AND
FOUNDATION - SEE DETAIL
3/A102
6" DIA. CONCRETE FILLED
BOLLARD - SEE DETAIL 4/A102
NEW DRIVE-THRU OVERHEAD
CANOPY AND FOUNDATION - SEE
1/A102 AND 2/A102
RELOCATED EXISTING SPEAKER
BOX AND NEW FOUNDATION -
SEE 2/A102 AND 2/A103
6" DIA. CONCRETE FILLED
BOLLARD - SEE DETAIL 4/A102
STAKE TO LOCATE ANGLE
RELOCATED EXISTING DIGITAL
MENU BOARD AND NEW
FOUNDATION (53" MIN. CLEAR
REQUIRED IN FRONT OF
CABINET FOR MAINTENANCE -
SHOWN DASHED) SEE 2/A102
AND 1/A103
STAKE TO LOCATE ANGLE
FACE OF CURB
ESTIMATED POSITION OF
DRIVER'S HEAD ALIGNED WITH
CENTER OF SPEAKER BOX
EMBEDDED MAGNETIC LOOP -
SEE DETAIL 2/A102
RECOMMEND TO CREATE A
PLYWOOD TEMPLATE TO LAY
OUT DRIVE-THRU ORDER AREA
EQUIPMENT (EQUIPMENT AND
DIMENSIONS INDICATED
ABOVE)3'-4"±(PAINT SW7043WORLDLY GRAY)EXISTING CAP FLASHING TO
REMAIN. PROTECT FROM
DAMAGE.
EXISTING TRASH ENCLOSURE WALLS TO
REMAIN. PROTECT FROM DAMAGE. PAINT
AS SCHEDULED. (EXTERIOR AND INTERIOR)2'-0"(PAINT SW7076CYBERSPACE)80'-0"
(TO CENTER OF DRIVE-THRU PICK-UP WINDOW)30°FINISH GRADE
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
SITE DETAILS
A101
N
DRIVE-THRU EQUIPMENT ENLARGED PLAN1/2"=1'-0"1
NOT USED2
PARKING SIGN BOLLARD DETAILN.T.S.3 MONUMENT SIGN DETAIL1/2"=1'-0"4 NOT USED6TYP. TRASH WALL ELEV.1/2"=1'-0"5
183
NEW DRIVE-THRU CANOPY
PROVIDE (1) 3/4" CONDUIT TO
BUILDING - WITH SITE LIGHT
POLES
RELOCATED EXISTING MENU
BOARD:
PROVIDE (1) 1" POWER CONDUIT
FOR DEDICATED ALWAYS ON
ELECTRICAL. PROVIDE (2) 1" DATA
CONDUITS TO OFFICE ABOVE
CEILING. MENU BOARD TO BE ON
DEDICATED CIRCUIT.
CONCRETE CURB
PREFAB MAGNETIC LOOP. PROVIDED
BY OWNER, G.C. TO INSTALL UNDER
PAVING. INSTALL MAGNETIC LOOP AS
SHOWN IF OCB / SPEAKER POST
LOCATION HAS MOVED.
NOTE: SOLDER AND INSULATE
MAGNETIC LOOP CONNECTIONS
NOTE:
MENU BOARD AND SPEAKER BOX
EXISTING RELOCATED. DRIVE-THRU
CANOPY SUPPLIED BY OWNER. ALL
INSTALLED BY OWNER'S SIGN VENDOR.
CONTRACTOR TO PROVIDE
FOUNDATIONS AND ELECTRICAL
COORDINATE ANCHOR BOLT AND BASE
PLATE LOCATIONS WITH OWNER AND
SIGN VENDOR
NOTE:
TOP OF FOUNDATIONS SHALL BE LEVEL
WITH TOP OF CURB AND TOP OF
CONCRETE PAD.
NOTE:
SEE 1/A101 FOR CORRECT ORIENTATION
OF EQUIPMENT. THIS ISOMETRIC FOR
GRAPHIC REPRESENTATION ONLY.5'-0"1'-3"NOTE:
ALL CONDUIT TO BE CENTERLINE OF
FOUNDATION, 90 DEGREE VERTICAL
AND EXTEND 6" MIN. ABOVE
FOUNDATION
RELOCATED EXISTING SPEAKER BOX:
PROVIDE (1) 1" POWER CONDUIT AND
(2) 1" DATA CONDUITS TO DRIVE-THRU
ABOVE CEILING
NOTE: G.C. TO FIELD VERIFY EXISTING
POWER AND DATA TO EACH
EQUIPMENT LOCATION AND REPORT
TO BORDER FOODS COMPARISON TO
WHAT IS INDICATED THIS DETAIL.
BORDER FOODS TO PROVIDE FINAL
DIRECTION OF NEW WORK REQUIRED.
DASHED LINE
INDICATES
YELLOW
PLASTIC
BOLLARD
COVER,
SUPPLIED BY
OWNER,
INSTALLED BY
G.C.
6" Ø STEEL
POST FILLED
WITH
CONCRETE
18" Ø
CONCRETE
FOOTING
FINISH
SURFACE4'-0"4'-0"3"975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
SITE DETAILS
A102
DRIVE-THRU CANOPY CUT SHEETN.T.S.1 DRIVE-THRU COMMUNICATIONS ISOMETRICN.T.S.2
CLEARANCE BAR CUT SHEETN.T.S.3 BOLLARD DETAIL 1"=1'-0"4 NOT USED5
184
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
MENU BOARD DETAILSN.T.S.1
SPEAKER BOX DETAILSN.T.S.2
SITE DETAILS
A103
INFORMATION THIS DETAIL
FOR REFERENCE ONLY.
G.C. TO OBTAIN FINAL
SPECIFICATIONS AND
DETAILS FROM
VENDOR/SUPPLIER PRIOR TO
PROCEEDING WITH ANY
CONSEQUENTIAL WORK.
PRELIMINARY FOOTING SIZE:
24"x24"x60"
OBTAIN FINAL
REQUIREMENTS FROM
SUPPLIER AND COORDINATE
WITH LOCAL FROST DEPTH
REQUIREMENTSNOT SITE SPECIFIC- FINAL COORDINATE WITH STRATACACHE -INFORMATION THIS DETAIL FOR
REFERENCE ONLY.
G.C. TO OBTAIN FINAL
SPECIFICATIONS AND DETAILS
FROM VENDOR/SUPPLIER PRIOR
TO PROCEEDING WITH ANY
CONSEQUENTIAL WORK.
CONTRARY TO NOTE #5 (DWG S1.0)
- G.C. TO PROVIDE ANCHOR BOLTS,
NUTS AND WASHERS.5'-0" MIN.NOT
USED
2020 MINNESOTA STATE BUILDING CODE
185
2X62X6
2X6
2X62X4
2X4
1
A400
1
A401
2
A401
2
A400
1
A402
2
A402
DINING
CUSTOMER
SELF-SERVE
VESTIBULE #1
VESTIBULE #2
WOMEN'S
MEN'S
SERVING
DRIVE-THRU
KITCHEN
TB COOK
WASHING
COOLER
FREEZER
OFFICE
PREP
UTILITY
DRY STORAGE
1
1
1
1
1
1
1
1
1
1
1
2
3
4
5
6
7
2
A301
1
A300
1
A301
3
A301
5
6
7
8 A600
9
10
9 (REV.)
11 A600
1
A600
2
A600
3
A600
4
A600
1
A601
2
A601
4
53A601
6
A601
7
A601
2
3
1
1
2 2
2
2
2
26
2
2
2
26
2
3
3
3
4
4 5
5
5
5
13
A500
14A
A500
14B
A500
5'-10"
HOLD
2'-8"
1"6'-7"10'-9"\A1;10'-9"27
6'-11"5'-1 1/2"
\A1;5'-1 1/2"6
7
9
812
13
14
15
16
17
18
19
13
20
21
22
23
24
24
25
25
25
25
25
25
25
25
25
25
25
28
1
A201
B
A
B
BBA
FE(ABC)
FE
FE
(ABC)
(K)EQ.3'-0"EQ.3'-0"EQ.EQ.SEE ALSO MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
30
29
31
31
24
24
24
31
1
A501
1
A501
(REV.)
(SIM.)
2
A501
2
A501
(REV.)
(SIM.)
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
FLOOR
PLAN
A200
FLOOR PLAN1/4"=1'-0"1
SYMBOL LEGEND2
WALL LEGEND5 FLOOR PLAN NOTES6 FLOOR PLAN KEY NOTES7
DIMENSIONS:
1.DIMENSIONS INDICATED THIS PLAN ARE FROM FACE OF SHEATHING TO FACE OF SHEATHING.
2.DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MINIMUM REQUIRED NET CLEARANCES FROM FACE OF
WALL/WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES WITH VENDOR PRIOR TO INTERIOR WALL FRAMING.
WINDOWS/DOORS:
1.SEE SHEET A000 FOR WINDOW AND DOOR SCHEDULE.
2.FIELD VERIFY ALL ROUGH OPENING DIMENSIONS.
FINISH SUBSTRATES:
1.PROVIDE 1/2" THICK CEMENTITIOUS BOARD FROM FLOOR SLAB TO 5" OR 12" A.F.F. PER WALL LEGEND. IN LIEU
OF GYPSUM BOARD AT ALL WALLS EXCEPT SHEAR WALL SURFACES, U.N.O.
2.ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH
"NSF INTERNATIONAL" APPROVED SEALANTS.
3.ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 1/2" CDX PLYWOOD SUBSTRATE, U.N.O.
4.PROVIDE 1/2" THICK CEMENTITIOUS BOARD ON WALLS WITH NEW TILE FINISH. SEE INTERIOR ELEVATIONS FOR
LOCATIONS.
5.SKIM COAT ALL WALLS IN VESTIBULE, DINING, CUSTOMER, SERVICE AND RESTROOMS THAT WILL NOT BE TILED
OVER OR WAINSCOTED. PROVIDE "LIKE NEW" FINISHED CONDITION FOR PRIMER AND PAINT AS SCHEDULED.
DECOR:
1.SEE SHEET A203 FOR FLOOR FINISHES.
2.SEE SHEET A204 FOR CEILING FINISHES.
3.SEE SHEET A205 AND DECOR PACKAGE BY DECOR VENDOR FOR SEATING PLAN AND DETAILS.
4.SEE SHEETS A600 AND A601 FOR WALL FINISHES.
GENERAL:
1.DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR
PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE.
2.ALL ATTACHMENTS MADE THROUGH EXTERIOR WALL SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH.
3.ALL PENETRATIONS THROUGH EXTERIOR WALL SHALL BE SEALED USING MANUFACTURER'S APPROVED
METHOD.
4.REFER TO EXTERIOR ELEVATIONS (SHEETS A300 AND A301) FOR EXTERIOR FINISHES, AND ROOM FINISH
SCHEDULED (SHEET A203) FOR INTERIOR FINISHES.
5.AFTER DEMOLITION BUT BEFORE STARTING NEW CONSTRUCTION, VERIFY EXTENTS OF DAMAGED AREAS AND
COORDINATE WITH TENANT THE EXTENTS OF REPAIRS.
6.PROVIDE EXTERIOR ADDRESS NUMBERS AS REQUIRED BY LOCAL AUTHORITY.
7.GENERAL CONTRACTOR SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED
EQUIPMENT, COUNTERS, AND CEILING GRID THROUGHOUT ENTIRE STORE. MASKING TAPE SHALL BE USED ON
JOINTS EXCEEDING 1/4" TO PROVIDE A "COVED" CORNER.
8.G.C. TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES
PRIOR TO STARTING WORK.
9.ALL ITEMS INDICATED AS EXISTING TO REMAIN OR RELOCATED EXISTING ARE TO BE PROTECTED FROM
DAMAGE.
***** NO SUBSTITUTIONS PERMITTED FOR CEMENT WALLBOARD *****
WALL SUBSTRATES:
- DINING ROOM/FRONT OF HOUSE:
1/2" GYPSUM WALLBOARD FROM TOP OF SLAB TO 6" ABOVE CEILING HEIGHT U.N.O. (NOTE: 1/2" CEMENT
WALLBOARD IS TO BE SUBSTITUTED FROM GYPSUM WALLBOARD FOR THE FIRST 5" A.F.F. FOR BASE TILE
APPLICATION.) PROVIDE 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH ON WALLS
SCHEDULED TO HAVE WALL TILE. (SEE INTERIOR ELEVATIONS SHEET A600 FOR LOCATIONS.)
-KITCHEN/BACK OF HOUSE:
1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO 12" A.F.F. AND 1/2" CDX PLYWOOD FROM 12" A.F.F. TO 6" ABOVE
CEILING HEIGHT U.N.O.
-RESTROOM:
1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH SCHEDULED, WITH 1/2" HI-IMPACT
BRAND XP WALLBOARD, TYPE X CORE FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N.O. (SEE
SHEET A201 FOR HEIGHTS AND LOCATIONS).
TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE
OF DRAWINGS FOR ADDITIONAL INFORMATION.
TYPICAL NEW INTERIOR WALL: 2X4 WOOD STUDS AT 16" ON CENTER (2X6 OR 2X8
WHERE INDICATED). SEE NOTES BELOW FOR SUBSTRATES REQUIRED.
NEW EXTERIOR WALL OVER EXISTING AS DETAILED.
EXISTING WALL TO REMAIN WITH NEW 3 1/2" OR 5 1/2" UNFACED FIBERGLASS BATT
INSULATION IF NOT CURRENTLY EXISTING. G.C. TO VERIFY.
INTERIOR WALL INFILL AS REQUIRED. NEW CONSTRUCTION TO MATCH EXISTING
ADJACENT WALL CONSTRUCTION. NEW TO BE FLUSH WITH EXISTING. (ASSUME
WOOD FRAMING)
FE
(ABC)
LOCATION OF EXISTING OR PROPOSED NEW LOCATION OF
RELOCATED 'ABC' FIRE EXTINGUISHER. FINAL COORDINATE WITH
FIRE MARSHAL PRIOR TO INSTALL.
FE
(K)
LOCATION OF EXISTING OR PROPOSED NEW LOCATION OF
RELOCATED 'K' FIRE EXTINGUISHER. FINAL COORDINATE WITH FIRE
MARSHAL PRIOR TO INSTALL.
NEW FIRE DEPARTMENT KNOX BOX - PROVIDED AND INSTALLED BY
G.C. IF REQUIRED, FINAL COORDINATE LOCATION WITH FIRE
MARSHAL PRIOR TO INSTALL.
NOT USED4
1 ALL KITCHEN EQUIPMENT, FIXTURES, SHELVING UNITS, ETC. ARE EXISTING TO REMAIN, U.N.O. SEE SHEET A205
FOR ADDITIONAL INFORMATION. CAREFULLY REMOVE AND RETAIN FOR RELOCATION ANY EXISTING
COMPONENTS AS REQUIRED TO COMPLETE NEW WORK. PROTECT FROM DAMAGE. IF EXISTING CAN REMAIN IN
EXISTING LOCATIONS, PROVIDE BARRIER TO PROTECT FROM DUST, DEBRIS, AND DAMAGE DURING EXTENTS OF
CONSTRUCTION.
EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN.
INSTALL OWNER SUPPLIED WINDOW SHADES AT LOCATIONS AND QUANTITIES VERIFIED THROUGH OWNER.
WINDOW SHADES TO BE: ROLL-A-SHADE. PHONE: 1.888.245.5077. MODEL: LEGACY SYSTEMS, MANUAL
OPERATION. MATERIAL: MERMET KOOL BLACK, 5" OPENNESS. COLOR: T.B.D. (BY OWNER). BRACKETS AND
BOTTOM RAIL TO B E POWDER COATED BLACK, CLUTCHES TO BE BLACK WITH STAINLESS STEEL CHAIN AND
BLACK CHILD SAFETY TENSION DEVICE. VERIFY WINDOW DIMENSIONS.
REPLACE EXISTING POWER RECEPTACLES WITH NEW DUPLEX WITH (2) USB CHARGING PORTS AS REQUIRED.
PROVIDE DUPLEX RECEPTACLE WITH (2) USB CHARGING PORTS AT 18" A.F.F. AS REQUIRED.
PROVIDE POWER THIS SIDE OF NEW HALF WALL AS REQUIRED FOR NEW WALL MOUNTED KIOSKS. COORDINATE
LOCATIONS/HEIGHTS WITH OWNER PRIOR TO INSTALL.
PROVIDE POWER/DATA THROUGH COUNTER FOR NEW COUNTER MOUNTED KIOSK. COORDINATE LOCATION WITH
OWNER PRIOR TO INSTALL.
NEW HALF WALL TO BE PROVIDED AND INSTALLED BY G.C. SEE SECTION AND ELEVATIONS FOR ADDITIONAL
INFORMATION.
ALL POWER AND DATA TO HALF WALL SHALL BE ROUTED FROM CEILING DOWN INTO HALF WALL AND
CONCEALED IN BLACK METAL WIRE CHASE. PROVIDE (2) LOW VOLTAGE 1/2" CONDUITS WITHIN WIRE CHASE.
CHASE PROVIDED BY LSV METALS.
NOT USED.
NOT USED.
NEW MOP SINK. SEE SHEET A205.
EXISTING CO2 TANKS TO REMAIN.
EXISTING CO2 TANK EXTERIOR CONCRETE PAD TO REMAIN.
EXISTING TANKLESS WATER HEATER TO REMAIN.
EXISTING WATER SOFTENER SYSTEM TO REMAIN.
NEW INTERIOR GREASE INTERCEPTOR. COORDINATE SPECIFICATIONS AND FINAL LOCATION WITH BORDER
FOODS. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING WATER METER LOCATION TO REMAIN.
EXISTING WATER PRESSURE REGULATOR AND REVERSE OSMOSIS SYSTEM TO REMAIN.
EXISTING ROOF ACCESS LADDER TO REMAIN.
EXISTING GREASE COLLECTION SYSTEM TANK TO REMAIN.
EXISTING GAS METER LOCATION TO REMAIN.
EXISTING WIRELESS TELEMATICS TIME CLOCK TO REMAIN.
EXISTING ELECTRICAL EQUIPMENT TO REMAIN.
RELOCATE EXISTING/PROVIDE NEW UTILITIES AS REQUIRED FOR RELOCATED/NEW EQUIPMENT LOCATIONS.
NEW ALUMINUM GLAZING SYSTEM AS SCHEDULED. SEE SHEET A000.
PORTION OF EXISTING ALUMINUM GLAZING SYSTEM TO BE MODIFIED. SEE SHEET A000 FOR ADDITIONAL
INFORMATION.
INFILL DOOR OPENING WITH NEW WALL CONSTRUCTION TO MATCH EXISTING ADJACENT CONDITIONS. ALIGN
FINISHED FACES WITH EXISTING ADJACENT FINISHES (FIELD VERIFY).
EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION SYSTEM TO REMAIN.
EXISTING IRRIGATION RISER LOCATION TO REMAIN.
EXISTING BOLLARD TO REMAIN.2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
N
26
STRUCTURAL KEY NOTES3
28
A (2) 1 3/4" X 9 1/2" LVL. SEE SECTIONS FOR ADDITIONAL
INFORMATION.
IF MINIMUM STUD REQUIREMENT ON A400 SERIES SHEETS NOT
EXISTING - MODIFY EXISTING FRAMING AS REQUIRED TO PROVIDE
NEW (3) 2X6 FULL HEIGHT STUDS FOR SUPPORT OF NEW HEADER
AS NOTED. SEE SECTIONS FOR ADDITIONAL INFORMATION.
B
27
29
30
31
DATE:REG. NUMBER:
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.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR FRAMING AT ROOF REMODELING ONLY
XX.XX.XXXX
186
60"9"
MIN.
24" MIN.
42" MAX.18" MIN.1 1/2"12"42"
39" TO 41"39" TO 41"18"16" TO
18"
12"24"17" TO19"33" TO 36"(TOP OF G.B.)40" MAX.BOTTOM OFREFLECTIVESURFACE34" MAX.9" MIN.CLR.44" MAX.GRAB BARS, TYP.
TOILET
PAPER
DISPENSER
DISPENSER
LOCATION
AREA
SANITARY
NAPKIN
DISPOSAL
AT
WOMEN'S
FLUSH
CONTROL
AT OPEN
SIDE OF
WATER
CLOSET
DRAIN PIPE,
HOT WATER TO
BE INSULATED
SOAP
DISPENSER
SURFACE
MOUNTED
MIRROR WITH
FRAME
CL
27"CLEAR20" MAX.
8"40" TO 48"34" MAX. TOFOLD DOWNTABLE48" MAX.(TO PULL DOWN HANDLE)27" MIN.KNEECLEARANCEKNEE
CLEARAN
CE
A B C D
A B C D4'-0"MAX4'-0"MAXB-2
TYP.
B-2
TYP.
B-2
TYP.
B-2
TYP.
B-2
TYP.
B-2
TYP.
B-2
TYP.
B-2
TYP.
W-2
TYP.
W-2
TYP.
W-2
TYP.
W-1
W-2
TYP.
W-2
TYP.
W-2
TYP.
W-2
TYP.
W-1
L-2
DOOR
P-3
FRAME
L-2
DOOR
P-3
FRAME
22
23
2 2
4
B-275
12
B-412
5
B-300
5
B-305
5
B-306
5
B-305
5
B-300
5
B-306
6 6
7
B-XX3
9
B-241
10
F-452
11
B-265
2
4
B-275
5
B-300
5
B-305
5
B-306
2
5
B-305
5
B-300
5
B-306
6
9
B-241
11
B-265
6
7
B-XX3
20
19
SS-2
19
SS-218"MIN. CLR.18"
MIN. CLR.
12"
MIN.
CLR.
16" TO 18"
F.O.
FINISH
16" TO 18"
F.O.
FINISH
2'-0"
(1'-3" MIN.)
F.O. FINISH
1'-3"
HOLD
F.O. FINISH
WOMEN'S
MEN'S
7A
7B
7C
7D A201
8A
8B
8C
8D A201
2
2
4
B-275
4
B-275
5
B-306
5
B-305
5
B-300
5
B-306
5
B-305
5
B-300
6
6
7
B-XX3
7
B-XX3
9
B-241
9
B-241
20
10
F-452
11
B-265
11
B-265
12
B-412
13
13
15
15
16
16
17 17
17 17
17 17
17 17
18
21
21
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
ENLARGED RESTROOM PLAN1/2"=1'-0"1
WOMEN'S RESTROOM INTERIOR ELEVATION3/8"=1'-0"7
RESTROOM EQUIPMENT SCHEDULE2 GENERAL NOTES3 RESTROOM KEY NOTES4
PLUMBING FIXTURE SCHEDULE5 ACCESSIBILITY DETAILS3/8"=1'-0"6
MEN'S RESTROOM INTERIOR ELEVATION3/8"=1'-0"8
RESTROOM
PLAN AND
A201
N
1.PROVIDE PROPER 2X BLOCKING AT
WALL/RECESSED MOUNTED ACCESSORIES.
2.GRAB BARS, FASTENERS AND MOUNTING DEVICES
SHALL BE INSTALLED PER MANUFACTURER
REQUIREMENTS TO MEET ACCESSIBILITY CODES.
REFER TO 6/A201.
3.REFER TO FLOOR PLAN NOTES ON SHEET A200 FOR
BLOCKING AND SUBSTRATE NOTES.
4.LOCATE FLUSH HANDLE ON WIDE SIDE OF TOILET.
5.PROVIDE WALL TILE BEHIND ENTIRE MIRROR AREA
TO ALIGN MOUNTING SURFACES.
6.REFER TO ACCESSIBILITY CODES FOR MOUNTING
HEIGHTS AND CLEARANCES OF ACCESSORIES AND
FIXTURES.
7.ALL DIMENSIONS THIS DRAWING ARE TO FINISH
SURFACE.
8.PROVIDE 5/8" CEMENTITIOUS BOARD SUBSTRATE
FULL HEIGHT BEHIND ALL NEW TILED WALL.
(REMOVE EXISTING SUBSTRATE AS NECESSARY.)
9. DENOTES FINISH MATERIAL. REFER TO
SHEET A000 FOR FINISH SCHEDULE.
10. DENOTES NEW TOILET ROOM
ACCESSORIES. SEE 2/A201.
11.ALL ITEMS INDICATED AS EXISTING OR RELOCATED
ARE TO BE PROTECTED FROM DAMAGE DURING
CONSTRUCTION.
NO.QTY.ITEM DESCRIPTION MANUFACTURER & MODEL
NUMBER
B-XX3 2 LOW PROFILE ELECTRICAL
HAND DRYER
EXCEL THINAIR HAND DRYER, MODEL
#TA-SB / BRUSHED STAINLESS STEEL
B-241 2 SOAP DISPENSER ECOLAB NEXA CLASSIC - BLACK /
SURFACE MOUNTED
B-265 2
B-275 2
B-300 2
B-305 2
B-306 2
B-412 1
B-455 0
F-452 1
MIRROR 18" X 36"
TOILET PAPER DISPENSER
GRAB BAR 1 1/2" DIA. X 36"
S.S. FINISH
GRAB BAR 1 1/2" DIA. X 42"
S.S. FINISH
GRAB BAR 1 1/2" DIA. X 18"
S.S. FINISH
SANITARY NAPKIN
RECEPTACLE
WALL MOUNTED TOILET
PARTITION AND DOORS
OVAL BABY CHANGING
STATION
BOBRICK #B-165-1836 / SURFACE
MOUNTED
BOBRICK #B2890 / SURFACE MOUNTED
BOBRICK #B6806X36 / SURFACE
MOUNTED
BOBRICK #B6806X42 / SURFACE
MOUNTED
BOBRICK #B6806X18 / SURFACE
MOUNTED
BOBRICK #B-270 / SURFACE MOUNTED
BRADLEY - SERIES 400 - SENTINEL /
STAINLESS STEEL
DIAPER-DEPOT #UFPC E76000169
1 NOT USED.
NEW WATER CLOSET WITH FLUSH HANDLE ON
WIDE SIDE AS SHOWN IN ELEVATIONS. SEE
PLUMBING FIXTURE SCHEDULE 5/A201.
PROVIDE NEW/RELOCATE EXISTING PLUMBING
AS REQUIRED.
NOT USED.
NEW TOILET PAPER HOLDER AS SCHEDULED.
NEW GRAB BARS AS SCHEDULED.
NEW LAVATORY AND PIPE WRAP (WHITE) ON
ALL EXPOSED DRAIN AND SUPPLY LINES.
PROVIDE NEW/RELOCATE EXISTING PLUMBING
AS REQUIRED.
NEW HAND DRYER AS SCHEDULED. PROVIDE
NEW/RELOCATE EXISTING ELECTRICAL AS
REQUIRED
NOT USED.
NEW SOAP DISPENSER AS SCHEDULED.
NEW BABY CHANGING STATION AS
SCHEDULED.
NEW MIRROR AS SCHEDULED.
NEW SANITARY NAPKIN RECEPTACLE AS
SCHEDULED.
60" MINIMUM X 78" MINIMUM CLEAR FLOOR
SPACE AT WATER CLOSET.
NOT USED.
30" MINIMUM X 48" MINIMUM CLEAR FLOOR
SPACE AT LAVATORY.
60" DIAMETER CLEAR FLOOR SPACE.
PROVIDE SILICONE IN LIEU OF GROUT (COLOR
TO MATCH GROUT) AT INSIDE CORNERS OF
TILED WALLS.
PROVIDE VERTICAL ALUMINUM RONDEC TYPE
SCHLUTER EDGE AT EDGE OF TILE. SEE DETAIL
3/A500.
INSTALL SOLID SURFACE PANEL (PROVIDED
AND INSTALLED BY G.C.) DIRECT TO
SHEATHING BEHIND HAND DRYER. PROVIDE
GROUT JOINT AROUND PERIMETER TO TILE.
RELOCATED EXISTING BABY CHANGING
STATION.
30" MINIMUM X 48" MINIMUM CLEAR FLOOR
SPACE BEYOND SWING OF DOOR.
EXISTING LIGHT SWITCH TO REMAIN.
RELOCATED EXISTING LIGHT SWITCH.
B-290 0 PAPER TOWEL DISPENSER BOBRICK #B-262 / SURFACE MOUNTED
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
FIXTURE DESCRIPTION MANUF./
MODEL NO.
WATER
CLOSET
WHITE VITREOUS CHINA FLOOR
MOUNTED FLUSH VALVE TYPE,
ELONGATED BOWL, ADA COMPLIANT,
1.28 GPF, WITH OPEN FRONT SEAT LESS
COVER, OLSENITE #95 OR EQUIVALENT.
FLUSH LEVER TO BE ON WIDE SIDE.
SLOAN ROYAL MODEL 111-1.28 MANUAL
FLUSH VALVE, 1.28 GPF.
LAVATORY WHITE VITREOUS CHINA WALL HUNG
WITH CONCEALED ARMS SUPPORT WITH
INTEGRAL BACKSPLASH, ADA
ACCESSIBLE. FLAT GRID STRAINER,
BRAIDED WATER LINES. FAUCET: ADA
COMPLIANT, 1.5 GPM.
URINAL WHITE VITREOUS CHINA, ULTRA HIGH
EFFICIENCY, FLUSHING RIM,
ELONGATED 14" RIM WASHOUT FLUSH
ACTION, EXTENDED SIDES FOR PRIVACY,
STRAINER INCLUDED MEETS ASME
FLUSH REQUIREMENTS AT 0.125 TO 1.0
GPF. ELECTRONIC TOUCH-FREE
FLUSH-VALVE.
AM. STD.
"MADERA"
MODEL: 3043.001
A.S. LUCERNE
0356.421
-
ZURN
Z6913-XL-ACA-
CP4-F
A.S. WASHBROOK
MODEL: 6590.525
DETAILS
20
21
22
23
187
1
2
3
4
5
6
7
8
9
11
12
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
29
29
14
TYP.
1914
TYP.
15
16
15 16
20
22
20
22
22
22
21
25
25
2525
25
2525
25
26 26 26 26 26 26
262626262626
26
26
26
26
27
27
28
SLOPE(1/4" / FT. TYP.)SLOPE(1/4" / FT. TYP.)SLOPE
(1/4" / FT. TYP.)
SLOPE
(1/4" / FT. TYP.)SLOPESLOPESLOPE
SLO
P
ESLOPESLOPE
SLOPESLOPE
SLOPESLOPE SLOPESLOPE
30
ATTIC VENTING REQUIREMENTS:
REQUIRED 7.06 S.F. (CLEAR TRANSFER AIR SPACE)
PROVIDE 15 S.F. (OVERALL LOUVER S.F. MIN.)
LOUVERS SHALL HAVE PEST SCREEN WITH MIN.
1/16" TO MAX. 1/4" OPENING.
G.C. TO MODIFY / REPLACE LOUVERS WHERE
SHOWN AS MAY BE REQUIRED. SIZE TO MEET
SQUARE FOOTAGE AS INDICATED.
1
A400
1
A401
2
A401
2
A400
1
A402
2
A402
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
ROOF
PLAN
A202
ROOF PLAN1/4"=1'-0"1
NOT USED3 ROOF PLAN GENERAL NOTES4 ROOF PLAN KEY NOTES5
NOT USED2
1.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED.
ROOFER TO FIELD VERIFY EXISTING CONDITIONS (IE: DRAINAGE, EQUIPMENT, EXTENT OF ROOFING AT
BACKSIDE OF PARAPET, ETC.) AND INCLUDE ALL COMPONENTS AND MATERIALS NECESSARY TO COMPLETE
THE PROJECT IN BID.
2.ALL ROOF DRAINAGE TO BE VERIFIED PRIOR TO DEMOLITION. CONTRACTOR TO VERIFY EXISTING PIPE SIZES
ARE ADEQUATE PER NEW DESIGN. NOTE: EXISTING ROOF DRAINAGE TO REMAIN. RE-ROUTE AS NECESSARY.
3.NEW ROOFING TO BE TIED INTO EXISTING PRIMARY AND SECONDARY ROOF DRAINS AS REQUIRED.
4.COORDINATE ANY NEW ROOF PENETRATIONS AS REQUIRED BETWEEN ALL TRADES.
5.COORDINATE CONDITIONS NECESSARY WITH ANY NEW ROOF EQUIPMENT SCHEDULED THESE PLANS BETWEEN
ALL TRADES.
6.EXISTING EQUIPMENT INDICATED THIS PLAN FOR SCHEMATIC REFERENCE ONLY. FIELD VERIFY ALL LOCATIONS
AND CONDITIONS PRIOR TO BID.
7.ALL ITEMS INDICATED AS EXISTING OR RELOCATED ARE TO BE PROTECTED FROM DAMAGE DURING
CONSTRUCTION.
1 EXISTING KITCHEN/BACK OF HOUSE ROOF TOP UNIT TO REMAIN.
EXISTING DINING/FRONT OF HOUSE ROOF TOP UNIT TO REMAIN.
EXISTING SELF-SERVE ICE MACHINE CONDENSER TO REMAIN.
EXISTING DRIVE-THRU ICE MACHINE CONDENSER TO REMAIN.
EXISTING FRUITISTA MACHINE CONDENSER TO REMAIN.
EXISTING WALK-IN COOLER CONDENSER TO REMAIN.
EXISTING WALK-IN FREEZER CONDENSER TO REMAIN.
EXISTING HOOD EXHAUST FAN TO REMAIN.
EXISTING TOILET ROOM EXHAUST FAN TO REMAIN.
NOT USED.
AREA OF EXISTING ROOF HATCH TO BE REMOVED. PATCH IN OPENING WITH NEW CONSTRUCTION TO MATCH
EXISTING ADJACENT CONSTRUCTION.
EXISTING ROOF LADDER TO REMAIN.
NEW "DURO-LAST" OR EQUAL 4" PREFAB DRIP EDGE WITH FACTORY WELDED SKIRT. FIELD WELD SKIRT TO
ROOFING MATERIAL. REFER TO A300 AND A400 SHEETS FOR ADDITIONAL INFORMATION.
EXISTING ROOFING SYSTEM TO REMAIN. PATCH AND REPAIR AS REQUIRED.
EXISTING PRIMARY ROOF DRAIN TO REMAIN.
EXISTING OVERFLOW ROOF DRAIN TO REMAIN.
NOT USED.
NOT USED.
AREA OF EXISTING MAKE-UP AIR UNIT TO BE REMOVED IF NOT IN OPERATION. PATCH AND REPAIR ANY OPENINGS
WITH NEW CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION AS REQUIRED.
NEW ENTRY CANOPY AS SCHEDULED. SEE A300 SERIES SHEETS FOR ADDITIONAL INFORMATION.
NEW DRIVE-THRU CANOPY AS SCHEDULED. SEE A300 SERIES SHEETS FOR ADDITIONAL INFORMATION.
NEW WINDOW EYEBROW AWNING AS SCHEDULED. SEE A300 SERIES SHEETS FOR ADDITIONAL INFORMATION.
NOT USED.
NOT USED.
INSTALL NEW ROOFING SYSTEM:
NEW 60 MIL. TPO WHITE ROOFING MEMBRANE
NEW 1/2" DENSDECK SHEATHING
NEW 3/4" EXTERIOR GRADE PLYWOOD
NEW 2X WOOD FRAMING
EXISTING LOUVER TO REMAIN. PROTECT FROM DAMAGE. G.C. TO ENSURE QUANTITY AND SIZE OF LOUVERS
MEETS MINIMUM REQUIREMENT.
NEW LOUVER. SEE A400 SERIES SHEETS FOR ADDITIONAL INFORMATION. QUANTITY AND SIZE TO MEET MINIMUM
REQUIREMENT.
EXISTING ACCESS OPENING IN PARAPET TO REMAIN.
EXISTING METAL CAP FLASHING AROUND EXISTING PREFAB WALK-IN COOLER/FREEZER BOX TO REMAIN.
AREA OF EXISTING LOW SPOT. G.C. TO ASSESS AND COORDINATE WORK REQUIRED WITH BORDER FOODS.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
N
29
30
188
2X62X6
2X6
2X62X4
2X4
NOTE:
G.C. TO COVER/PROTECT SILIKAL
FLOOR AFTER INSTALLATION WITH
CONSTRUCTION PAPER FOR
REMAINDER OF CONSTRUCTION.
DINING
CUSTOMER
SELF-SERVE
VESTIBULE #1
VESTIBULE #2
WOMEN'S
MEN'S
SERVING
DRIVE-THRU
KITCHEN
TB COOK
WASHING
COOLER
FREEZER
OFFICE
PREP
UTILITY
DRY STORAGE
G258
G280 G281
G282
T-2
B-2
T-2
B-2
T-2
B-2
T-2
B-2
T-2
B-2
T-2
B-2
F-1
T-2
B-2
T-2
B-2
F-1
B-4
F-1
B-4
F-1
B-4
F-1
B-4
F-1
B-4
F-1
B-4
F-1
B-4
F-1
B-4
W-1
W-2
W-1 W-2
W-3
3
W-3
3
2'-0"4'-6"1'-0"2'-0"\A1;2'-0"1
2
1
2
1
2
1
2
1
2
2
4 5
4
5
6
7
6
7
6
7
6
7
6
7
6
7
6
7
6
7
1'-6"1'-0"
\A1;1'-0"8
88
9
10
11
12
12
12
12
12
12
12
12
12
12
13
14
15
16
16
12 17
17
17
1718
19
19 3'-6"4'-11"
\A1;4'-11"20
20
21
SS-1
21
SS-1
21
SS-1
21
SS-1
FRP-1
22
23
24
25
25
26
B-2
27
28
28
2828
28
28
28
28
293'-6"2'-6"
\A1;2'-6"30
3031
31
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
FINISH FLOOR PLAN1/4"=1'-0"1
ARTWORK SCHEDULE2
GENERAL NOTES3
ROOM FINISH SCHEDULE4 FINISH FLOOR PLAN KEY NOTES5
1.SEE INTERIOR ELEVATIONS FOR PAINTING, GYPSUM BOARD AND
TILE.
2. DENOTES FINISH MATERIAL. REFER TO SHEET A000 FOR
FINISHES.
3.TILE JOINTS (U.N.O.):
A. QUARRY TILE FLOOR: 1/8"
B. CERAMIC FLOOR TILE: 1/8"
C. GLAZED WALL TILE: 1/8"
D. BASE, TRIM AND ACCESSORIES: MATCH ADJOINING TILE UNITS
4.PROVIDE BREAK IN TILE TO MATCH-UP WITH EXPANSION AND
CONTROL JOINTS IN SLAB.
5.ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN.
RADIUS.
6.PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS AT TOP OF
COVE BASE AT NEW CONSTRUCTION.
7.PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN
COUNTERS/EQUIPMENT ABUT WALL SURFACES.
8.SEE SHEET A200 FOR REFERENCES OF INTERIOR ELEVATIONS.
9.GROUT CAULK TO MATCH SPECIFIED GROUT COLOR.
QTY.ART FAMILY "B"X
G258 1 ANSWER IS TACOS - FRAMED ART
G280 1 OVERLAP BELLS - FRAMED ART
G281 1 OVERLAP BELLS - FRAMED ART
G282 1 OVERLAP BELLS - FRAMED ART
G322 X CAMO PATTERN - INTERIOR MURAL
NAME FLOOR FINISH BASE FINISH WALL FINISH ACCENT WALL CEILING FINISH NOTES
VESTIBULE #1 T-2 B-2 WC-1, CR-1, P-3 ---CL-1 1, 2
NOTES:
1.SEE A000, A200, A201, A204, A600 AND A601 FOR LOCATIONS OF VARYING FINISHES.
2.NEW AND EXISTING PAINTED GYP. BD. WALL SURFACES SHALL BE SKIM COATED WITH A LIGHT ORANGE PEEL TEXTURE PRIOR TO PAINTING.
1 NEW FRONT OF HOUSE FLOOR TILE AND BASE AS SCHEDULED. REFER TO DETAILS 6/A500 AND 7/A500. INSTALL
FLOOR TILE IN A STRAIGHT STACK BOND AS SHOWN.
REFER TO SHEET A600 FOR WALL FINISHES SCHEDULED IN FRONT OF HOUSE.
NEW WALL TILE IN FRONT OF HOUSE AS SCHEDULED. SEE SHEET A600 FOR ADDITIONAL INFORMATION.
NEW RESTROOM FLOOR TILE AND BASE AS SCHEDULED. REFER TO DETAIL 7/A500. INSTALL TILE IN A STRAIGHT
STACK BOND AS SHOWN.
NEW WALL TILE IN RESTROOMS AS SCHEDULED. SEE SHEET A201 FOR ADDITIONAL INFORMATION.
NEW ACRYLIC RESIN FLOORING AND INTEGRAL COVE BASE. REFER TO DETAIL 8/A500.
EXISTING WALL FINISHES IN BACK OF HOUSE TO REMAIN, U.N.O.
EXISTING STAINLESS STEEL WALL FINISH TO REMAIN.
NEW MOP SINK. SEE SHEET A205.
EXISTING WALK-IN COOLER FLOORING AND BASE TO REMAIN.
EXISTING WALK-IN FREEZER FLOORING AND BASE TO REMAIN.
EXISTING FLOOR DRAINS/FLOOR SINKS/CLEAN OUTS/TRENCH DRAINS TO REMAIN, U.N.O.
NEW GREASE INTERCEPTOR. COORDINATE FINAL LOCATION AND SPECIFICATIONS WITH BORDER FOODS. SEE
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
INSTALL TILE END TRIM. SEE DETAIL 1/A500.
INSTALL TILE END TRIM. SEE DETAIL 2/A500.
INSTALL TILE CORNER TRIM. SEE DETAIL 3/A500.
PROVIDE SILICONE IN LIEU OF GROUT (COLOR TO MATCH GROUT) AT INSIDE CORNERS OF TILED WALLS.
INSTALL STAINLESS STEEL CORNER GUARD. SEE DETAIL 4A/A500.
INSTALL STAINLESS STEEL END WALL GUARD. SEE DETAIL 4B/A500.
INSTALL NEW TRANSITION STRIP, PROVIDE SMOOTH AND LEVEL TRANSITION. SEE DETAIL 5/A500.
G.C. TO PROVIDE 1/4" PLYWOOD SHEATHING OR OTHER MEANS AS NEEDED TO TOP OF WINDOW SILL SO AS TO
PROVIDE LEVEL CONTINUOUS SURFACE FOR NEW SOLID SURFACE SILL SUPPLIED BY DECOR VENDOR AND
INSTALLED BY BORDER FOODS INSTALLER.
AREA OF NEW WALL FINISH IN BACK OF HOUSE AS SCHEDULED, DUE TO WALL REMOVAL / NEW WALL.
NEW STAINLESS STEEL WALL FINISH AT WALLS INDICATED FROM TOP OF BASE TO 3'-0" A.F.F.
EXISTING FLOOR SINK TO BE REMOVED AND CONVERTED TO FLOOR DRAIN. SEE PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
RELOCATED EXISTING FLOOR DRAIN. LOCATE AS INDICATED. SEE PLUMBING DRAWINGS.
PROVIDE AND INSTALL NEW TRENCH DRAIN. NEW TRENCH DRAIN TO BE SILIKAL PERMADRAIN TD1365 -
THERMOFORMED TROUGH DRAIN BODY, POLYCARBONATE AND ABS BLEND, UNDERSIDE COATED WITH
FIBERGLASS, TROUGH DRAIN GRATE IS FIBERGLASS WITH 1 1/4" SQUARE HOLES, 4" NO HUB CONNECTION, 4" LOW
PRO LOCKING DOME STRAINER.
PROVIDE TILE BASE B-2 ALONG BOTTOM OF REAR AND SIDE SERVING WALL - ENTIRE LENGTH - REFER TO DETAIL
9/A500 FOR TILE BASE AT ACRYLIC RESIN FLOORING.
G.C. SHALL REPAIR ANY DAMAGED SUBSTRATE BEFORE INSTALLATION OF NEW TILE BASE AND WALL FINISHES.
PROVIDE A CLEAR SILICONE SEAL AT THE TOP OF THE BASE TILE (FRONT OF HOUSE ONLY).
RELOCATED EXISTING FRONT LINE COUNTER. REFINISH CUSTOMER SIDE FINISHES. ALL OTHER FINISHES ARE
EXISTING TO REMAIN, U.N.O.
PORTION OF EXISTING COUNTERTOP TO BE REPLACED WITH NEW, DUE TO RELOCATION OF EXISTING POS
STATION.
ADD ANTI-SLIP PAINT STRIPS AT EXISTING WALK-IN COOLER / FREEZER. COORDINATE SPECIFICATION AND WORK
REQUIRED WITH BORDER FOODS.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
FINISH
FLOOR
A203
PLAN
MEN'S T-2 B-2 W-2 W-1 EXISTING (GYP. BD.), P-1 1
WOMEN'S T-2 B-2 W-2 W-1 EXISTING (GYP. BD.), P-1 1
DINING T-2 B-2 WC-1, CR-1, P-1 ---CL-1 1, 2
VESTIBULE #2 T-2 B-2 WC-1, CR-1, P-1 ---CL-1 1, 2
SELF-SERVE T-2 B-2 W-3 ---CL-3 1
CUSTOMER T-2 B-2 WC-1, CR-1, P-1 ---CL-1 1, 2
SERVING T-2, F-1 B-2 W-3, P-1 ---CL-3 1, 2
DRIVE-THRU F-1 B-4 EXISTING (FRP), FRP-1 ---EXISTING (VINYL TILE), CL-4 1
KITCHEN F-1 B-4 EXISTING (FRP)---EXISTING (VINYL TILE)1
OFFICE F-1 B-4 EXISTING (FRP)---EXISTING (VINYL TILE)1
TB COOK F-1 B-4 EXISTING (STAINLESS STEEL / FRP)---EXISTING (HOOD / VINYL TILE)1
WASHING F-1 B-4 EXISTING (STAINLESS STEEL / FRP)---EXISTING (VINYL TILE)1
PREP F-1 B-4 EXISTING (STAINLESS STEEL / FRP)---EXISTING (VINYL TILE)1
UTILITY F-1 B-4 EXISTING (FRP), STAINLESS STEEL ---EXISTING (VINYL TILE)1
COOLER EXISTING (METAL)EXISTING (COVED METAL)EXISTING (METAL)---EXISTING (METAL)1
FREEZER EXISTING (METAL)EXISTING (COVED METAL)EXISTING (METAL)---EXISTING (METAL)1
DRY STORAGE F-1 B-4 EXISTING (FRP)---EXISTING (VINYL TILE)1
N
22
23
24
25
26
27
28
29
30
31
189
C
C
C
C
C
C
C
CC
C
CC
F7
F7F7F7
F7
F7F7F7
S
S
S
X1B
X1B
F
F
F
AEM
AEM
C1W C1W C1W C1W
C1WC1WC1W
C1W C1W C1W
C1WC1WC1W
C1W C1W C1WC1W
C1W
C1W
C1W
C1W
C1W
C1W
C1WC1W
C1W
C1WC1WC1W
C1WC1W
F
D1 D1
D1
D1
D1
D1 D1
AA
E3
(E)
(E)(E)(E)
(E)(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)
(E)
(E)
SC
C1W
E3
E3
DINING
CUSTOMER
SELF-SERVE
VESTIBULE #1
VESTIBULE #2
WOMEN'S
MEN'S
SERVING
DRIVE-THRU
KITCHEN
TB COOK
WASHING
COOLER
FREEZER
OFFICE
PREPUTILITY
DRY STORAGE
9'-5"
CL-1
8'-9 1/4"
CL-1
8'-5"
CL-1
8'-5"
CL-1
9'-5"
CL-1
8'-5"
CL-3
9'-5 3/4"
CL-3
8'-6"
CL-1
8'-0"
P-1
(E)8'-0"
P-1
(E)
8'-3 1/4"(E)
8'-3 1/4"(E)
8'-3 1/4"(E)
8'-3 1/4"(E)8'-3 1/4"(E)
8'-3 1/4"(E)
8'-3 1/4"(E)2'-0"1'-6"\A1;1'-6"2'-5"6'-9"2'-1"5'-6"5'-6"2'-5"6'-9"2'-1"5'-6"5'-6"2'-0"1'-6"
EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.
EQ.EQ.EQ.EQ.\A1;EQ.1
1
1
1
1
1
1
1
8'-4 1/2"
2
(E)
8'-4 1/2"
2
(E)
8'-10 1/2"
2
(E)
8'-10 1/2"
2
(E)
3
P-1
P-1
P-1
P-1
7'-0"
4
P-1
5
5
5
5
5
5
5
5
11
11
12
12
11
12
11
12
11
12
11
12
13
14
14
1516
17
41
17
41
15
16
18
19
18
19
18
19
18
19
18
19
18
19
18
19
22
23
22
2322
23
22
23
22
2322
23
22
23
25
26
27
28
29
30
30
31
34
34
34
34
3636
36
36
36
3636
37
38
TYP.
38
TYP.
39
39
39 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40 40
40
42
42
43
44
45
55
46
55
47
48
CL-4
43
49
49
50 50
51
EQ.4'-0"EQ.EQ.EQ.EQ.4'-0"EQ.EQ.EQ.
\A1;EQ.51
52
53
54
55
56
56
566"\A1;6"57
57
6"
\A1;6"37
37
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
REFLECTED CEILING PLAN1/4"=1'-0"1
DIMENSIONS:
1.ALL DIMENSIONS ARE TO FACE OF
FINISH U.N.O.
CEILING FINISHES:
1.REFER TO FINISH SCHEDULE
(SHEET A000) FOR CEILING
FINISHES.
SUSPENDED CEILING:
1.ACOUSTICAL PANEL INSTALLATION:
INSTALL ACOUSTICAL PANELS WITH
EDGES IN CLOSE CONTACT WITH
METAL SUPPORTS AND IN TRUE
ALIGNMENT.
2.ALLOWABLE VARIATIONS FROM
FLAT AND LEVEL SURFACE: 1/8" IN
10'-0" MAX.
3.ALLOWABLE VARIATIONS FROM
PLUMB OF GRID MEMBERS: AS
CAUSED BY ECCENTRIC LOADS, 2°
MAX.
4.INSTALL SYSTEM AFTER MAJOR
ABOVE CEILING WORK IS
COMPLETE. COORDINATE
LOCATIONS OF HANGERS WITH
RELATED WORK.
5.SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
6.CUT EDGES OF TEGULAR TILES
SHALL BE ROUTED.
GYPSUM BOARD CEILINGS:
1.SUBSTRATE SHALL BE 5/8" THICK
GYP. BD.
2.ACOUSTICAL SEALANT: APPLY TO
GYP. BD. PANELS AS INDICATED IN
SPECIFICATIONS.
3.GYP. BD. FINISHING AND
DECORATING: REFER TO
DRAWINGS FOR TEXTURE AND
FINISHES.
REFLECTED CLG. PLAN LEGEND2
LIGHTING FIXTURE SCHEDULE3 REFLECTED CEILING PLAN KEY NOTES4 RCP NOTES5
NO.MANUFACTURER CATALOG NUMBER DESCRIPTION MOUNTING LAMP TYPE BALLAST
TYPE REMARKS
NOTES:
ALL LIGHTS LABELED (E) ARE EXISTING TO REMAIN. PROTECT FROM DAMAGE. REPLACE WITH NEW TO MATCH EXISTING IF NOT IN PROPER WORKING CONDITION.
ALL LIGHTS LABELED (R) ARE RELOCATED EXISTING. PROTECT FROM DAMAGE. REPLACE WITH NEW TO MATCH EXISTING IF NOT IN PROPER WORKING CONDITION.
AA RAB #WPLED26N EXTERIOR WALL PACK, 26W, 2400 LUM MIN, 4000K, BRONZE
FINISH, WET LOCATION SURFACE LED ------
A
A1
A1EM
A3
A3EM
C1W NSL #LVLDL-06-NW-R-L3 6" RECESSED DOWN LIGHT, 12W LED, 1079LUM, 4000K RECESSED LED ---PROVIDE WITH WHITE TRIM RING
C1B NSL #LVLDL-06-NW-R-L3 6" RECESSED DOWN LIGHT, 12W LED, 1079LUM, 4000K RECESSED LED ---PROVIDE WITH BLACK TRIM RING
D1 PROGRESS LIGHTING P5642 BRONZE-20 6" X 18" X 8 7/8" ALUMINUM UP/DOWN LIGHTING IN BRONZE
FINISH SURFACE LED ---EXTERIOR SCONCE
E3 LIGHT ALARMS #CAMSDDBCW EMERGENCY EGRESS, 18W, 550 LUM MIN, DARK BRONZE FINISH,
LEAD CALCIUM BATTERY SURFACE LED ------
F6
ELITE EM-809-W 2 HEAD EMERGENCY - WHITE SURFACE LED ---PLACEMENT BY ELEC. CONTRACTOR
TO MEET CODE REQUIREMENTS
F7
KICHLER 43852OZ 9.75" GLASS PENDANT AVERY WITH MED BASE SOCKET RATED
100W MAX OLDE BRONZE FINISH PENDANT (1) AAMSCO LED-
6W-ST64HYBRID-DIM ---CEILING MOUNTED CENTERED ABOVE
TABLE BELOW
X1B
HI-LITES H24212-96-CB15-20WLBL-60P 12" GALVANIZED PENDANT WITH BLACK CORD AND CANOPY
MEDIUM BASE SOCKET PENDANT (1) TCP
LED10A19D0D27K ---CEILING MOUNTED CENTERED ABOVE
TABLE BELOW
X1C
LIGHTALARMS QLXN500R-N UNIVERSAL LED EXIT RED LETTERS WITH BATTERY BACKUP,
WHITE FINISH UNIVERSAL INCLUDED ------
LIGHTALARMS QLXH500 EXIT LIGHT DOUBLE FACED - RED LETTERS WITH BATTERY
BACKUP, WHITE FINISH
CEILING OR WALL
AS INDICATED INCLUDED ------
AEM
F
NOTES:
1.REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL
INFORMATION.
2.REFER TO KEY NOTES FOR ADDITIONAL INFORMATION.
3.REFER TO BALANCE OF ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
4.SEE MECHANICAL/ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
5.NEW MECHANICAL DIFFUSERS AT DINING/FRONT OF HOUSE TO
BE WHITE.
6.NEW MECHANICAL DIFFUSERS SCHEDULED AT KITCHEN/BACK
OF HOUSE TO BE WHITE.
EXIT LIGHT (CEILING MOUNTED)
EXIT LIGHT (WALL MOUNTED)
EMERGENCY LIGHT
RECESSED DOWN LIGHT
PENDANT LIGHT FIXTURE
PENDANT LIGHT FIXTURE
2'-0" X 4'-0" LIGHT FIXTURE
1'-0" X 4'-0" LIGHT FIXTURE
2'-0" X 2'-0" LIGHT FIXTURE
WALK-IN COOLER / FREEZER LIGHT FIXTURE
WALK-IN COOLER / FREEZER LIGHT FIXTURE
EXTERIOR UP/DOWN LIGHT FIXTURE
EXTERIOR WALL PACK LIGHT FIXTURE
EXTERIOR EMERGENCY/EGRESS LIGHT FIXTURE
SLOT DIFFUSER
SUPPLY AIR DIFFUSER (NEW TO BE STRATUS STR-C)
2'-0" X 2'-0" SIZE TYPICAL (FIELD VERIFY AND MATCH
EXISTING AT SMALLER LOCATIONS SHOWN)
RETURN AIR GRILLE (NEW TO BE HAVACO HT-2X2-RTN
2'-0" X 2'-0" PLASTIC TRADITIONAL LOUVERED FILTERED
AIR RETURN - REUSABLE FILTER) (FIELD VERIFY AND
MATCH EXISTING AT SMALLER LOCATIONS SHOWN)
EXHAUST GRILLE
CEILING MOUNTED FAN-FORCED HEATER
1 NEW CEILING TILES AND GRID IN FRONT OF HOUSE AS
SCHEDULED. PLACE GRID IN LOCATION AS
DIMENSIONED.
EXISTING GYP. BD. SOFFIT TO REMAIN.
PORTION OF EXISTING GYP. BD. SOFFIT TO BE
MODIFIED AS REQUIRED AFTER PORTION IS REMOVED.
PATCH AND REPAIR / PROVIDE NEW FINISH AS
REQUIRED.
EXISTING MENU BOARD SOFFIT TO BE RAISED TO 7'-0"
FROM FINISHED FLOOR. PATCH AND REPAIR AS
REQUIRED FOR LIKE NEW FINISH. PROVIDE STAINLESS
STEEL GUARD AT UNDERSIDE OF SOFFIT ENTIRE
LENGTH. SEE DETAIL 4B/A500 SIMILAR.
ALL NEW LIGHTING IN FRONT OF HOUSE AS
SCHEDULED. SEE LEGEND AND LIGHT FIXTURE
SCHEDULE FOR ADDITIONAL INFORMATION.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
PROVIDE NEW FRONT OF HOUSE SUPPLY DIFFUSERS
IN LOCATIONS SHOWN. EXISTING DUCTWORK TO
REMAIN - MODIFY AS REQUIRED FOR NEW LOCATIONS.
INSULATE DIFFUSERS, THROAT, AND DUCTWORK IF
NOT CURRENTLY EXISTING. PROVIDE CLEAR AIR
DIVERTERS.
PROVIDE NEW FRONT HOUSE RETURN AIR GRILLES IN
LOCATIONS SHOWN. EXISTING DUCTWORK TO REMAIN
- MODIFY AS REQUIRED FOR NEW LOCATIONS.
INSULATE DIFFUSERS, THROAT, AND DUCTWORK IF
NOT CURRENTLY EXISTING.
NEW DIGITAL MENU BOARDS AS SCHEDULED. PROVIDE
BLOCKING, POWER AND DATA AS REQUIRED. SEE
SHEETS A205 AND A700.
EXISTING GYP. BD. CEILING IN RESTROOMS TO REMAIN.
PATCH AND REPAIR AS REQUIRED.
NEW RESTROOM DIFFUSER. NEW SIZE TO MATCH
EXISTING.
NEW RESTROOM EXHAUST GRILLE.
NEW RESTROOM LIGHT FIXTURE AS SCHEDULED.
EXISTING BACK OF HOUSE CEILING AND GRID TO
REMAIN, U.N.O.
ALL EXISTING BACK OF HOUSE LIGHT FIXTURES TO
REMAIN, U.N.O.
NOT USED.
NOT USED.
EXISTING BACK OF HOUSE SUPPLY DIFFUSERS TO
REMAIN, U.N.O.
EXISTING BACK OF HOUSE RETURN AIR GRILLES TO
REMAIN, U.N.O.
NOT USED.
EXISTING WALK-IN COOLER LIGHTING TO REMAIN.
EXISTING WALK-IN COOLER MECHANICALS TO REMAIN.
EXISTING WALK-IN FREEZER LIGHTING TO REMAIN.
EXISTING WALK-IN FREEZER MECHANICALS TO REMAIN.
EXISTING EXHAUST HOOD TO REMAIN.
NEW ENTRY AWNING AS SCHEDULED. SEE SHEETS
A300 AND A301.
NEW DRIVE-THRU AWNING AS SCHEDULED. SEE
SHEETS A300 AND A301.
NOT USED.
NOT USED.
NEW EYEBROW AWNING AS SCHEDULED. SEE SHEETS
A300 AND A301.
NOT USED.
NEW EXTERIOR SCONCE LIGHT FIXTURE AS
SCHEDULED. SEE SHEETS A300 AND A301.
NEW EXTERIOR EMERGENCY/EGRESS LIGHT FIXTURE
AS SCHEDULED. SEE SHEETS A300 AND A301.
EXISTING SECURITY CAMERAS TO REMAIN. REINSTALL
IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED
DUE TO NEW WORK SCHEDULED. COORDINATE WORK
REQUIRED WITH BORDER FOODS.
NEW SPEAKER. COORDINATE FINAL LOCATIONS WITH
BORDER FOODS.
ALL EXISTING CEILING ACCESSORIES TO REMAIN,
U.N.O. REINSTALL IN EXISTING LOCATIONS IF
REQUIRED TO BE REMOVED DUE TO NEW WORK
SCHEDULED.
NEW LIGHT FIXTURE TO BE PLACED IN SAME LOCATION
AS EXISTING BEING REPLACED.
HATCHED AREA DENOTES CEILING FINISH AS
SCHEDULED.
RELOCATED EXISTING LINEAR SLOT DIFFUSERS.
MODIFY EXISTING DUCT WORK AS REQUIRED.
ALL POWER AND DATA TO HALF WALL SHALL BE
ROUTED FROM CEILING DOWN INTO HALF WALL AND
CONCEALED IN BLACK METAL WIRE CHASE. PROVIDE
TWO LOW VOLTAGE 1/2" CONDUITS WITHIN WIRE
CHASE. CHASE PROVIDED BY LSV METALS.
8" X 16" 18 GAUGE STAINLESS STEEL CHASE ALONG
WALL FOR ICE MACHINE REFRIGERANT LINES AND
SYRUP LINES TO TOP OF ICE MACHINE. VERIFY ACTUAL
SIZE REQUIRED. SEAL ALL EDGES.
6" X 6" 18 GAUGE STAINLESS STEEL CHASE ALONG
WALL FOR FRUITISTA REFRIGERANT LINES. FROM 6"
ABOVE CEILING TO TOP OF FRUITISTA MACHINE.
VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES.
RELOCATED EXISTING VESTIBULE HEATER. REINSTALL
IN NEW CEILING.
AREA WHERE EXISTING BACK OF HOUSE CEILING IS TO
BE EXTENDED AS REQUIRED FOR NEW WALL LAYOUT.
NEW CEILING TILES AND GRID TO MATCH EXISTING
ADJACENT CEILING TILES AND GRID.
PATCH EXISTING GRID AT AREAS OF LINEAR SLOT
DIFFUSER REMOVAL. COORDINATE WORK REQUIRED
WITH BORDER FOODS.
NEW DIFFUSER TO REPLACE EXISTING LINEAR
DIFFUSER BEING REMOVED. MODIFY EXISTING
DUCTWORK AS REQUIRED.
NEW EXTERIOR RECESSED DOWN LIGHT. CONNECT TO
BUILDING TELEMATICS LIGHTING CONTROLLER. SEE
ELECTRICAL DRAWINGS.
PROVIDE SURFACE MOUNT 4" ROUND J-BOX FOR
SECURITY CAMERA.
EXTEND EXISTING GYP. BD. SOFFIT TO NEW WALL
LOCATION, AS SHOWN.
EXISTING MONITOR TO REMAIN.
RELOCATED EXISTING MONITOR. COORDINATE WORK
REQUIRED WITH BORDER FOODS.
EXISTING CEILING MOUNTED OUTLET TO REMAIN.
REINSTALL IN EXISTING LOCATION IF REQUIRED TO BE
REMOVED DUE TO NEW WORK SCHEDULED.
NEW 2" HORIZONTAL SOFFIT VENTING - FULL WIDTH OF
SOFFIT AS SHOWN. PAINT TO MATCH ADJACENT E.I.F.S.
SEE SECTIONS FOR ADDITIONAL INFORMATION.
REFLECTED
CEILING
A204
PLAN
N
LITHONIA #2GTL4 48L FW GZ1 LP840 2X4 TROFFER, 40W LED, 4800 LUM MIN, 4000K, WHITE FINISH
AND ACRYLIC LENS RECESSED GRID LED ---PLACE "AEM" FIXTURES TO MEET
CODE REQUIREMENTS
EM PLACEMENT BY ELEC. CONTRACTOR
TO MEET CODE REQUIREMENTS
LITHONIA #GTL4 40L FW GZ1 LP840 1X4 TROFFER, 39W LED, 4000 LUM MIN, 4000K, WHITE FINISH
AND ACRYLIC LENS RECESSED GRID LED ---PLACE "A1EM" FIXTURES TO MEET
CODE REQUIREMENTS
LITHONIA #GTL4 40L FW GZ1 LP840 EL14L DGA14 1X4 TROFFER, 39W LED, 4000 LUM MIN, 4000K, WHITE FINISH
AND ACRYLIC LENS RECESSED GRID LED EM PLACEMENT BY ELEC. CONTRACTOR
TO MEET CODE REQUIREMENTS
LITHONIA #2GTL2 33L FW GZ1 LP840 2X2 TROFFER, 29W LED, 3300 LUM MIN, 4000K, WHITE FINISH
AND ACRYLIC LENS RECESSED GRID LED ---PLACE "A3EM" FIXTURES TO MEET
CODE REQUIREMENTS
LITHONIA #2GTL2 33L FW GZ1 LP840 EL14L 2X2 TROFFER, 29W LED, 3300 LUM MIN, 4000K, WHITE FINISH
AND ACRYLIC LENS RECESSED GRID LED EM PLACEMENT BY ELEC. CONTRACTOR
TO MEET CODE REQUIREMENTS
LITHONIA #2GTL4 48L FW GZ1 LP840 EL14L 2X4 TROFFER, 40W LED, 4800 LUM MIN, 4000K, WHITE FINISH
AND ACRYLIC LENS RECESSED GRID LED
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
EGGCRATE TRANSFER GRILLE
190
2X62X6
2X6
2X62X4
2X4
FIELD VERIFY AND MODIFY AS REQUIRED ALL EXISTING PLUMBING, ELECTRICAL,
AND GAS SERVICES AND CONNECTIONS FOR NEW EQUIPMENT TO BE INSTALLED
WHERE SIMILAR EXISTING EQUIPMENT HAS BEEN REMOVED AND/OR WHEN
EXISTING EQUIPMENT RELOCATED. COORDINATE WITH EQUIPMENT CUT SHEETS
FOR NEW EQUIPMENT. DESIGN/BUILD BY APPLICABLE SUB-CONTRACTORS.
NOTE: FURNITURE INSTALLER TO
DISASSEMBLE CHAIRS - URETHANE
SEATS TO CHAIR AND REASSEMBLE ON
SITE.
STORAGE SHELVING NOTE:
- DRY STORAGE LOCATIONS ON CASTERS
- COOLER/FREEZER ON LEGS
DINING
CUSTOMER
SELF-SERVE
VESTIBULE #1
VESTIBULE #2
WOMEN'S
MEN'S
SERVING
DRIVE-THRU
KITCHEN
TB COOK
WASHING
COOLER
FREEZER
OFFICE
PREP
UTILITY
DRY STORAGE
(4 EA.)
L-049
S-XX5
P-XX2
R-928
K-383
P-XX4
K-498
K-504K-504K-504
K-XX1
N-071
N-208
1
1
1
1
1
1
1
1
1
1
1
2
2
3
3
3
3
4
4
4
5
6
8
7
F-500
1011
12
13
13
15
16
17
18
19
U-131
18
19
U-131
U-131
U-135
U-136
U-137
19
U-131
U-135
U-136
U-137
20
22
22
23
24
30
27
26
28
29
31
B-140
34
38
41
45
48
49
50
51
52
59
60
1
A201
SEE ALSO MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
N-061
3'-9 1/4"±3'-0"
HOLD
3'-0"HOLD4'-0"±
C-400
35
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
SEATING AND
EQUIPMENT
A205
PLAN
SEATING AND EQUIPMENT PLAN1/4"=1'-0"1
1."HOLD" DIMENSIONS ARE FROM FACE OF FINISH.
2.G.C. TO CONFIRM "HOLD" DIMENSIONS WITH EQUIPMENT
MANUFACTURER/VENDOR.
3.TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING WILL NOT
BE ACCEPTED.
4.ALL DIMENSIONS FOR SEATING/CORE DRILL PLAN SHALL BE FROM
FACE OF GYP. B.D
5.VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO
INSTALLATION.
6.SEE INTERIOR ELEVATIONS SHEET A600 AND DECOR PACKAGE FOR
LOCATIONS OF DECOR VENDOR SUPPLIED ARTWORK.
7.PROVIDE THE FOLLOWING HARDWARE FOR EACH CABINET DOOR:
KNOB: STANLEY 4482 (1 EA.)
CATCH: STANLEY SP35 (1 EA.)
HINGE: STANLEY 1588 (2 EA.)
8.(H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH
STOOLS.
9.ALL SOLID SURFACE TO BE PROPERLY SEAMED PER
MANUFACTURERS SPECIFICATIONS.
10.G.C. SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL
PERMANENTLY MOUNTED EQUIPMENT, COUNTERS, AND CEILING
GRID THROUGHOUT THE ENTIRE STORE. MASKING TAPE SHALL BE
USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A COVED CORNER.
- SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE
SHELVING QUANTITIES2
SEATING & EQUIP. PLAN NOTES3
NEW EQUIPMENT SCHEDULE4 SEATING AND EQUIPMENT PLAN KEY NOTES5
STORAGE TYPE LINEAR FEET
DRY STORAGE 78
REFRIGERATED STORAGE 32
FROZEN STORAGE 17
TOTAL 127
NO.QTY.G.C. INST.ITEM DESCRIPTION MANUFACTURER AND
MODEL NUMBER PLUM.ELEC.GAS REMARKS NO.1 ALL EXISTING KITCHEN EQUIPMENT, FIXTURES, SHELVING UNITS, ETC. TO REMAIN, U.N.O. REINSTALL EXISTING
FIXTURES IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED AT ANY TIME IN ORDER TO COMPLETE NEW
WORK. PROTECT FROM DAMAGE. PROVIDE BARRIER TO PROTECT FROM DUST, DEBRIS, AND DAMAGE.
SEE DECOR DRAWINGS BY TENANT VENDOR FOR NEW DINING AREA FIXTURES.
MAINTAIN A MINIMUM 3'-0" CLEAR PATH OF EGRESS.
30" X 48" CLEAR FLOOR SPACE FOR HANDICAP SEATING/ORDERING POSITION.
RELOCATED EXISTING SELF-SERVE DRINK STATION.
RELOCATED EXISTING SELF-SERVE SODA AND ICE MACHINES AND CARBONATOR.
RELOCATED EXISTING STRAW AN LID DISPENSER.
RELOCATED EXISTING SELF-SERVE TEA DISPENSER.
NOT USED.
RELOCATED EXISTING FRONT LINE COUNTER. SEE A203 AND A600 FOR NEW WORK REQUIRED.
RELOCATED EXISTING FRONT COUNTER POS STATION AND ALL ASSOCIATED EQUIPMENT. NEW HOLES FOR POS
CASH REGISTER POWER AND DATA LINE SHOULD BE FIELD CUT BY G.C. PRIOR TO POS SETUP, TYP.
RELOCATED EXISTING POS STATION SHROUD.
RELOCATED EXISTING UNDER COUNTER SHELVING.
NOT USED.
RELOCATED EXISTING LOOMIS SAFE.
RELOCATED EXISTING AMSEC SAFE.
RELOCATED EXISTING WATERFALL MOBILE ORDER PICK-UP CUBBY.
RELOCATED EXISTING DIGITAL ORDER KIOSK.
ROUTE POWER/DATA FOR DIGITAL ORDER TABLETS INDICATED THROUGH HALF WALL. COORDINATE
REQUIREMENTS WITH OWNER PRIOR TO INSTALL.
ROUTE POWER/DATA FOR DIGITAL ORDER TABLET UNDER COUNTER ON EMPLOYEE SIDE. COORDINATE
REQUIREMENTS WITH OWNER PRIOR TO INSTALL.
NOT USED.
SEE SHEET A201 FOR EQUIPMENT/FIXTURES AT RESTROOMS.
RELOCATED EXISTING HAND SINK AND ASSOCIATED EQUIPMENT.
RELOCATED EXISTING FRUITISTA MACHINE.
NOT USED.
RELOCATED EXISTING DRIVE-THRU DRINK TABLE.
RELOCATED EXISTING DRIVE-THRU SODA AND ICE MACHINE AND CARBONATOR.
RELOCATED EXISTING DRIVE-THRU TEA DISPENSER.
RELOCATED EXISTING COFFEE BREWER.
RELOCATED EXISTING DRIVE-THRU CUP DISPENSER.
RELOCATED EXISTING DRIVE-THRU POS STATION AND ALL ASSOCIATED EQUIPMENT.
NOT USED.
NOT USED.
RELOCATED EXISTING DUAL PRODUCTION LINE AND ALL ASSOCIATED EQUIPMENT.
OWNER SUPPLIED STAINLESS STEEL PANEL ACROSS FACE OF ADD-ON TABLE.
NOT USED.
NOT USED.
RELOCATED EXISTING FRYER.
NOT USED.
NOT USED.
RELOCATED EXISTING RETHERMALIZER.
NOT USED.
NOT USED.
NOT USED.
RELOCATED EXISTING STAINLESS STEEL TABLE.
NOT USED.
NOT USED.
RELOCATED EXISTING HEAT CABINET.
RELOCATED EXISTING HEAT CABINET. REHINGE TO SWING SHOWN ON PLANS.
RELOCATED EXISTING RICE BINS. MODIFY EXISTING SHELVING UNIT TO ACCOMMODATE RICE BINS UNDER.
NEW P.LAM OFFICE DESK AND WALL SHELVING. PROVIDE NEW TO MATCH EXISTING.
RELOCATED EXISTING OFFICE EQUIPMENT TO BE REINSTALLED ON NEW DESK AND WALL SHELVING.
COORDINATE WITH BORDER FOODS.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NEW 26" FREE STANDING MOBILE ORDER PICK-UP CUBBY. SUPPLIED BY DECOR VENDOR AND INSTALLED BY
BORDER FOODS INSTALLER.
NEW INTERIOR GREASE INTERCEPTOR. COORDINATE SPECIFICATIONS AND FINAL LOCATION WITH BORDER
FOODS. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
N
59
60
B-140 1 X DRIVE-THRU WINDOW QUICKSERV #SC-4030 (DARK BRONZE)COLOR TO MATCH EXISTING (VERIFY)B-140
F-500 2 X STACKABLE HIGH CHAIR KOALA #B103-01 MOLDED GRAY WITH TRAY F-500
K-498 1 X SHELVING UNIT 18" x 48" x 74" (4-TIER)ISS #SU184874Y -K-498
K-504 3 X SHELVING UNIT 24" x 48" x 74" (4-TIER)ISS #SU244874Y -K-504
K-XX1 1 X SHELVING UNIT 18" x 24" x 38" (3-TIER)ISS #TBD -K-XX1
L-049 4 X INTERIOR MENU BOARD PACKAGE STRATACACHE LG 49 DISPLAY X DIGITAL MENU BOARD L-049
N-071 1 X MOP SINK FAUCET T&S #B-2465 X FOR #N-208 N-071
N-208 1 X MOP SINK 24" x 24" x 10" FLOOR MOUNT SINK AERO MANUFACTURING CO., INC. #3MP-2121-6 X INCLUDES SEPARATE FREE FLOW DRAIN N-208
P-XX4 1 X 24" x 48" STAINLESS STEEL TABLE ISS #CUSTOM -P-XX4
R-928 1 X FULL HT. FREEZER SINGLE SECTION (LH HINGED)DELFIELD #GBFIP-SH-IK X -R-928
S-XX5 1 X 3-SLEEVE CUP DISPENSER (FRONT COUNTER)A.J. ANTUNES #DACS-30, #9900312 -S-XX5
U-131 4 MOUNTING PLATE ONE PER KIOSK TABLET U-131
U-135 2 KIOSK TABLET X DEDICATED CIRCUIT AND (2) CAT6 CABLES PER TABLET U-135
U-136 2 VERIFONE (CREDIT CARD MACHINE)X 1 PER KIOSK TABLET U-136
U-137 1 STORM AUDIO - NAV KEYPAD X 1 PER STORE; CALIFORNIA STORES 50% OF TOTAL TABLETS U-137
K-383 1 X CRISPY TABLE 30" x 36" x 74" W/ UNDER SHELVES #WST1709E PROVIDE WITH CASTERS K-383
N-061 1 X HAND SINK (KITCHEN)AERO #HSK X WITH KNEE CONTROL VALVES & GOOSENECK SPOUT N-061
C-400 1 X COOK TIMER (12 CHANNEL)FAST #1200 (ZAP TIMER)X FOR C-107, MOUNT TO K-380 FRY STATION C-400
P-XX2 1 X 24" x 48.13" x 60.42" S.S. ADD ON TABLE DELFIELD SKU #00-201110IL1 -P-XX2
191
EQ.EQ.EQ.3'-6"8 1/8"1'-2"EQ.2'-9"6'-8"8'-0"8'-0"0'-0"
T.O. SLAB
0'-0"
T.O. (E) SLAB
1'-10"± (V.I.F.)
B.O. (E) WINDOW
2'-6"
T.O. TRIM BAND
4'-6"
T.O. TRIM BAND AT TOWERS
8'-5 1/2"± (V.I.F.)
T.O. (E) WINDOW
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
20'-1 1/2"± (V.I.F.)
T.O. (E) SLAB
15'-7 1/2"± (V.I.F.)
T.O. TRIM BAND
8-'11"± (V.I.F.)
T.O. (E) ADDITION
8'-5 1/2"± (V.I.F.)
B.O. TRIM BAND
11'-6"EQ.EQ.
EQ.EQ.
2'-6"
TYP.5'-0"TYP.EQ.EQ.EQ.EQ.EQ.EQ.8'-0"10'-6"\A1;10'-6"1
E032881
1
E032909
2 1
2 2 2 2
2 1
2 2
3 2
4 4 4 4
7
E039264
9 E035645
A313
7 E035647
9 E039264
12
G510
15
15 15
17
18
18
19 8
22 5 22 5
22 5225
23 10 25 9259
26
26 26
27 2828
3030
30
A321
A323
A322
A312
A324
A322
B332
B332 B332
B332 35
36 1
36 2
37
38
39
42
43
44
46
454711
A323
48 12
48 13
49 13
50
51
1
A400
1
A401
46
PURPLE WALL WASH
LIGHT FIXTURE -
PROVIDED BY
SIGNAGE VENDOR
FABRICATED ALUMINUM
"Z" CLIP PAINTED TO
MATCH SHERWIN
WILLIAMS TB2603C
PURPLE - PROVIDED BY
SIGNAGE VENDOR
WALL BUSTER FOR LED
WIRE PASS THRU
POWER SUPPLY -
PROVIDED BY SIGNAGE
VENDOR
PROVIDED BY G.C.:
ELEC. SERVICE WITH
WHIP TO POWER
SUPPLY FIXTURE
LOCATIONS.
(COORDINATE FULL
REQUIREMENTS WITH
SIGN VENDOR CUT
SHEETS AND
ELECTRICAL DRAWINGS.BAND COLORNOTE:
THE INTENT IS THAT COLOR CHANGERS OCCUR AT INSIDE CORNERS, U.N.O.
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
EXTERIOR
ELEVATIONS
A300
NORTH EXTERIOR ELEVATION1/4"=1'-0"1
ACCENT BAND COLOR TRANSITIONN.T.S.2 LED WALL WASH DETAIL1 1/2"=1'-0"3 EXTERIOR ARTWORK SCHEDULE4
QTY.ART FAMILY "B"X
G510
G511
G512
G607
1 CAMO PATTERN - PURPLE - EXPRESSION PANEL
1 CAMO PATTERN - PURPLE - EXPRESSION PANEL
1 CAMO PATTERN - PURPLE - EXPRESSION PANEL
0 CAMO PATTERN - PURPLE - EXTERIOR MURAL
NOTE:
TYPICAL SIZE 2'-6" X 5'-0"
SIGN/CANOPY SCHEDULE5
QTY.ITEM DESCRIPTION ELEC
NOTE:
FINAL SIGNAGE SPECIFICATIONS AND DETAILS TO BE PROVIDED BY SIGN VENDOR. SIGN
VENDOR TO APPLY FOR AND OBTAIN SIGN PERMITS UNDER SEPARATE SUBMITTAL.
PAINTING NOTES / E.I.F.S. LEGEND6
EXISTING AWNING/CANOPY:
PREP PER MANUFACTURER'S SPECIFICATIONS 1-2 COATS. SW BOND-PLEX WB ACRYLIC
OR
1 COAT DTM BONDING PRIMER AND 1-2 COATS SW BOND-PLEX WB ACRYLIC
EXISTING E.I.F.S./STUCCO:
APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION.
PRIMER: 1 COAT SW A24W1100, LOXON CONDITIONER
FINISH: 2 COATS SW A82-100 SERIES, A-100 EXTERIOR LATEX SATIN
EXTERIOR FINISH SCHEDULE7 GEN. NOTES8 EXTERIOR ELEVATION KEY NOTES9
MISCELLANEOUS:
1.SEE SCOPE OF WORK FOR
RESPONSIBILITIES.
2.PROVIDE BLOCKING FOR
SIGNAGE, TRELLIS AND CANOPY.
3.DURO-LAST TERMINATION BAR
SHALL BE BLACK.
4.OWNER REPRESENTATIVE WILL
IDENTIFY WHICH PAINT
SPECIFICATION WILL BE PRIMARY.
SEALERS (REFER TO SPECIFICATIONS):
1.SEALANT AT ALL WALL AND ROOF
PENETRATIONS.
2.SEALANT AT ALL WINDOW AND
DOOR FRAMES AT HEAD, SILL AND
JAMBS.
3.DO NOT APPLY SEALANT AT
WINDOW SILL WEEPS.
DENOTES EXTERIOR FINISH
DENOTES KEY NOTE
DENOTES EXTERIOR ARTWORK
DENOTES SIGNAGE/CANOPY
ITEMS - VENDOR SUPPLIED
AND INSTALLED
DENOTES E.I.F.S. THICKNESS -
SEE 6/A300
1
2
3
4
5
6
7
8
9
10
NOTES:
1.EXISTING TO REMAIN. PAINT ONLY IF DIRECTED BY BORDER FOODS DURING PRE-CONSTRUCTION WALK THROUGH.
2.SAND, PREP, AND PRIME PRIOR TO APPLYING NEW FINISH. (NOTE: DO NOT PAINT GAS METER - PIPE FROM METER TO BUILDING ONLY.)
AREA MANUFACTURER COLOR ALTERNATE
MANUFACTURER NOTES
MAIN WALL COLOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) -
SEMI-GLOSS ------
ACCENT WALL COLOR SHERWIN WILLIAMS PAINT CYBERSPACE (SW7076) - SEMI-GLOSS ------
ACCENT WALL COLOR SHERWIN WILLIAMS PAINT AGED WHITE (SW9180) - SEMI-GLOSS ------
ACCENT WALL COLOR SHERWIN WILLIAMS PAINT SW PURPLE (TB2603C) - SEMI-GLOSS ------
PARAPET CAP -BLACK ------
PIPE BOLLARD SHERWIN WILLIAMS BOT YELLOW ------
CANOPY/AWNING EXISTING DRYLAC POWDER COATINGS BRAINSTORM
BRONZE (SW7033)---1
REAR SERVICE DOOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043)---2
ROOF DRAIN EXISTING PAINT CYBERSPACE (SW7076)---2
ELECTRICAL EQUIPMENT/
GAS PIPING EXISTING PAINT WORLDLY GRAY (SW7043)---2
1 NEW SIGN AS SCHEDULED, BY SIGN VENDOR. COORDINATE ELECTRICAL
REQUIREMENTS WITH SIGN VENDOR.
EXISTING E.I.F.S. / STUCCO TO REMAIN, U.N.O. PATCH AND REPAIR AS
REQUIRED. PAINT AS SCHEDULED.
EXISTING E.I.F.S. / STUCCO WINDOW SILL ACCENT BAND TO REMAIN,
U.N.O. PATCH AND REPAIR AS REQUIRED. PAINT AS SCHEDULED.
NEW E.I.F.S. BUILT UP CORNICE. PAINT SHOULD BE APPLIED TO BOTTOM
AND FACE OF BAND. SEE DETAIL 2/A300 SIM. SEE SECTIONS FOR
THICKNESS.
NOT USED.
NOT USED.
NEW ENTRY AWNING PROVIDED AND INSTALLED BY SIGN VENDOR.
NEW DRIVE-THRU AWNING PROVIDED AND INSTALLED BY SIGN VENDOR.
NEW EYEBROW AWNING PROVIDED AND INSTALLED BY SIGN VENDOR.
NOT USED.
NOT USED.
INSTALL NEW EXPRESSION PANEL PER INSTRUCTIONS (SUPPLIED BY
BORDER FOODS). SIZE AS INDICATED.
NOT USED.
NOT USED.
NEW UP/DOWN SCONCE LIGHT FIXTURE AS SCHEDULED. SEE SHEET
A204.
NOT USED.
EXISTING ALUMINUM FRAMED ENTRY DOOR TO REMAIN. SEE SHEETS
A000 AND A200.
EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN.
EXISTING REAR SERVICE DOOR TO REMAIN. PREP FOR PAINT AS
SCHEDULED.
NEW DRIVE-THRU WINDOW AS SCHEDULED. SEE SHEETS A000 AND
A200.
NOT USED.
NEW PREFINISHED PARAPET CAP FLASHING AS SCHEDULED.
EXISTING GAS METER TO REMAIN. PREP PIPES AS REQUIRED FOR NEW
PAINT SCHEDULED. DO NOT PAINT METER.
EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PREP FOR NEW PAINT
SCHEDULED.
LOCATION OF EXISTING ROOF DRAINS AND OVERFLOW DRAINS. REMOVE
IF NO LONGER IN USE DUE TO NEW PARAPET / ROOF WORK,
OTHERWISE, PROTECT FROM DAMAGE AND REPAIR TO PROPER
WORKING ORDER IF STILL IN USE (FIELD VERIFY). PAINT AS SCHEDULED.
EXISTING EXTERIOR CAMERA LOCATION. COORDINATE WORK REQUIRED
WITH BORDER FOODS.
EXISTING HOSE BIBB LOCATION TO REMAIN.
EXISTING BOLLARD TO REMAIN.
NOT USED.
PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY
SIGNAGE VENDOR. SEE DETAIL 3/A300 FOR ADDITIONAL INFORMATION.
PROVIDE ELECTRICAL AS REQUIRED. COORDINATE WITH SIGNAGE
VENDOR.
PAINT SIDE FACES AND SOFFIT ABOVE AS INDICATED.
NEW DRAINABLE E.I.F.S. (TYP.) OVER SHEATHING. SEE 6/A300 FOR
THICKNESS.
NEW HORIZONTAL TRIM BAND. PAINT FINISH SHOULD BE APPLIED TO
TOP, BOTTOM, AND FACE OF BAND. SEE DETAIL 2/A300. SEE 6/A300 FOR
THICKNESS.
NEW ALUMINUM GLAZING SYSTEM AS SCHEDULED. SEE SHEETS A000
AND A200.
EXISTING CAP FLASHING ON EXISTING WALK-IN ADDITION TO REMAIN.
EXISTING PREFAB WALK-IN METAL EMBOSSED WALL PANEL TO REMAIN.
PREP AS REQUIRED FOR NEW PAINT SCHEDULED.
ALIGN PAINT TRANSITION WITH TOP OF NEW ACCENT BAND.
EXISTING ROOF ACCESS LADDER TO REMAIN. EXTEND / PROVIDE NEW
TIE BACKS / SUPPORTS AS REQUIRED DUE TO REMOVAL OF EXISTING
SOFFIT.
PROVIDE CONTROL JOINT IN NEW E.I.F.S. FINISH TO ALIGN WITH
EXISTING E.I.F.S. CONTROL JOINT.
PROVIDE CONTROL JOINT IN NEW E.I.F.S. FINISH WHERE INDICATED.
PROVIDE CONTROL JOINT IN NEW E.I.F.S. TO ALIGN WITH LADDER
OPENING IN PARAPET.
EXISTING IRRIGATION RISER TO REMAIN. PROTECT FROM DAMAGE.
EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION SYSTEM
TO REMAIN.
EXISTING CO2 TANK TO REMAIN.
NEW EXTERIOR WALL PACK LIGHT FIXTURE. SEE SHEET A204.
NEW EXTERIOR EMERGENCY/EGRESS LIGHT FIXTURE. SEE SHEET A204.
NEW CEMENT BOARD SIDING.
NEW HORIZONTAL HARDIE TRIM BOARD AT ELEVATION SHOWN.
NEW VERTICAL HARDIE TRIM BOARD.
EXISTING METAL CLOSURE STRIP AROUND EXISTING ADDITION TO
REMAIN. PROTECT FROM DAMAGE. PAINT TO MATCH ADJACENT WALL
FINISH.
EXISTING METAL BASE FLASHING TO REMAIN.
REINSTALL EXISTING ADDRESS SIGN. COORDINATE LOCATION WITH
AUTHORITY HAVING JURISDICTION PRIOR TO ORDER / INSTALL. PAINT
BLACK.
A BASE THICKNESS - 1 1/2" THICK E.I.F.S. WITH HIGH IMPACT MESH TO HEIGHT OF 6'-0"
A.F.F.
HORIZONTAL TRIM BAND - 3" THICK E.I.F.S.B
E032881 3 X3'-6" X 3'-10" LARGE SWINGING BELL PURPLE LOGO FACE LIT
E032909 2 X14" CHANNEL LETTERS BLACK DAY / WHITE NIGHT MEDIUM LINEAR
E035643 1 X9'-0" X 4'-0" DRIVE-THRU AWNING - GRAPHITE BLACK
E035645 1 12'-3" X 1'-4" WINDOW AWNING - GRAPHITE BLACK
E036682 1 16'-7" X 1'-4" WINDOW AWNING - GRAPHITE BLACK
E035647 1 7'-9" X 1'-4" WINDOW AWNING - GRAPHITE BLACK
E039264 3 9'-1" X 1'-4" WINDOW AWNING - GRAPHITE BLACK
2 21 37
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
22
23
24
25
26
27
28
29
30
31
32
33
34
35
38
39
40
41
42
11 CEMENT SIDING JAMES HARDIE
HARDIE PLANK LAPSIDING SELECT CEDARMILL
- COLOR WORLDLY GRAY (SW7043) - 4"
EXPOSED LAP
---
12 HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5 1/2" - PAINT
CYBERSPACE (SW7076) SEMI-GLOSS ---
---
---
13 HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5 1/2" - PAINT
AGED WHITE (SW9180) SEMI-GLOSS ------
43
44
45
46
47
48
49
50
51
52
E032880 2 X3'-0" X 3'-3" MEDIUM SWINGING BELL PURPLE LOGO FACE LIT - SEE
4/A101 FOR LOCATION
E032908 2 X12" BLACK DAY / WHITE NIGHT CHANNEL LETTERS SMALL LINEAR -
SEE 4/A101 FOR LOCATION
20 36
SIGN AREA CALCULATIONS :
TOTAL WALL AREA :1,166 SQ. FT.
TOTAL SIGN AREA : 23.43 SQ. FT.2.0 % OF WALL
192
975
SEE SHEET A300 FOR
NOTES AND FINISHES
SEE SHEET A300 FOR
NOTES AND FINISHES
SEE SHEET A300 FOR
NOTES AND FINISHES
EQ.EQ.EQ.3'-6"8 1/8"1'-2"EQ.2'-9"6'-8"8'-0"EQ.EQ.EQ.EQ.8'-0"EQ.EQ.EQ.EQ.3'-2 3/4"9'-0"\A1;9'-0"EQ.EQ.
2'-6"
TYP.5'-0"TYP.EQ.EQ.\A1;EQ.11'-6"EQ.EQ.EQ.EQ.
0'-0"
T.O. (E) SLAB
0'-0"
T.O. SLAB
0'-0"
T.O. SLAB
0'-0"
T.O. (E) SLAB
0'-0"
T.O. SLAB
0'-0"
T.O. (E) SLAB
1'-10"± (V.I.F.)
B.O. (E) WINDOW
2'-6"
T.O. TRIM BAND
4'-6"
T.O. TRIM BAND AT TOWERS
8'-5 1/2"± (V.I.F.)
T.O. (E) WINDOW
15'-7 1/2"± (V.I.F.)
T.O. TRIM BAND
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
20'-1 1/2"± (V.I.F.)
T.O. (E) SLAB
8-'11"± (V.I.F.)
T.O. (E) ADDITION
8'-5 1/2"± (V.I.F.)
B.O. TRIM BAND
1'-10"± (V.I.F.)
B.O. (E) WINDOW
2'-6"
T.O. TRIM BAND
4'-6"
T.O. TRIM BAND AT TOWERS
8'-5 1/2"± (V.I.F.)
T.O. WINDOW
15'-7 1/2"± (V.I.F.)
T.O. TRIM BAND
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
20'-1 1/2"± (V.I.F.)
T.O. (E) SLAB
9'-0"
B.O. D.T. CANOPY
4'-6"
T.O. TRIM BAND AT TOWERS
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
20'-1 1/2"± (V.I.F.)
T.O. (E) SLAB
15'-7 1/2"± (V.I.F.)
T.O. TRIM BAND
8'-5 1/2"± (V.I.F.)
B.O. TRIM BAND
9'-0"
B.O. D.T. CANOPY
8-'11"± (V.I.F.)
T.O. (E) ADDITION
EQ.EQ.EQ.
SLIDE
1
E032881
1
E032909
1
E032881
2 1
2 2 2 2
2 121
2 222
2 121
2 2
2 1
3 2
3 2 3 2
4 444
4 4 4 4 4 4 4 4
7 E035647
8 E035643
9 E036682
9 E0392649E039264
9 E035645
7 E039264 7 E039264
9 E036682
8 E035643 8 E035643
7 E035647
9 E039264
12
G511
12
G512
15 15
1515
17
18
18
20
22 5 22 5
22 5
22 5 22 5
22 5 22 5225 22 5225225
24 10
25 9259
25 9 25 9
22 5
22 5
26
26 26
2828
28
30 303030
30 30
30
A313
A313
A321
A321A321
A323
A324
A323 A323
A322 A322
A323
A322
A323
A322A322
A322
A324
A312
A312
A323
A323
A322
B332
B332 B332
B332
B332B332 B332B332
3434
35
35
36 1
36 2
36 1
36 2
37
37
38
38
39
40
41
47 11
47 11 47 11
48 124812
48 13 48 13
48 12
48 13
49 13
49 13 49 13
50
51
51
2
A400
2
A401
2
A402
1
A402
10
A500
52
50
B332
46
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
EXTERIOR
ELEVATIONS
A301
SOUTH EXTERIOR ELEVATION1/4"=1'-0"1
EAST EXTERIOR ELEVATION1/4"=1'-0"2 WEST EXTERIOR ELEVATION1/4"=1'-0"3
SIGN AREA CALCULATIONS :
TOTAL WALL AREA :1,124 SQ. FT.
TOTAL SIGN AREA : 13.53 SQ. FT.1.2 % OF WALL
SIGN AREA CALCULATIONS :
TOTAL WALL AREA :750 SQ. FT.
TOTAL SIGN AREA : 23.43 SQ. FT.3.1 % OF WALL
193
NOTE:
ALL ROOFING AND DETAILS SHOWN
ARE GENERAL IN NATURE. INSTALL
ALL ROOFING COMPONENTS PER
MANUFACTURER SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
NEW 2X6 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
NEW 2X8 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
SLOPE PER ROOF PLAN
EXISTING FRAMING / MATERIALS
SHOWN SHADED ARE EXISTING TO
REMAIN. PROTECT FROM DAMAGE.
PATCH AND REPAIR ANY DAMAGED
MATERIALS SCHEDULED TO REMAIN.
SEE SHEETS D300, D400,
D401, D402, A300 AND
A301 FOR FULL EXTENTS
OF WORK REQUIRED.
REPLACE ANY DAMAGED
SUBSTRATE WITH NEW
AS REQUIRED.
NOTE:
G.C. SHALL FIELD VERIFY CONDITION
OF EXISTING CONSTRUCTION PRIOR
TO BID. NOTIFY ARCHITECT OF ANY
DISCREPANCIES IMMEDIATELY AND
PRIOR TO BID SUBMITTAL.
SEE 1/A400 FOR TYPICAL NOTES AND
INFORMATION
NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
LUS26
ANCHOR
2X6 AT 16" O/C
9
A501
NEW CEILING AS SCHEDULED
2X6 CONT. LEDGER TIGHT TO FACE
OF EXIST. SHTG. / FRAMING WITH
(2) 16D NAILS AT 12" O.C.
PREFINISHED METAL DRIP
FLASHING AND SEALANT. (COLOR
TO MATCH ALUM. FRAMES)
EXISTING SHEATHING
EXIST. STUDS
H2.5A TIE EA. 2X6
CONT. 2X RIM JOIST
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
TYPICAL E.I.F.S. WALL FINISH SYSTEM:
1 1/2" DRAINABLE E.I.F.S. OVER
AIR BARRIER (REVEAL SHIELD SA) OVER
1/2" EXT. GRADE PLYWOOD SHEATHING
OVER NEW / EXISTING STUD FRAMING
NEW 2X6 FRAMING @
16" O.C.
H2.5A TIE EA.
2X6
CONT. (2) 2X6
TOP PLATE
2X6 BRACE @ 16"
O.C. CONNECT
AT EXIST. TRUSS
TOP CHORD /
WEB
INTERSECTION
NEW 2X6
FRAMING @
16" O.C.
A35 ANCHOR
EA. 2X6
H3 TIE
EA. 2X6
A35 ANCHOR
EA. 2X6
EXIST.
SHEATHING
TYPICAL FASTENER TYPES / LENGTHS U.N.O.:
∂16D - 0.162" X 3 1/2" LG. COMMON NAILS.
∂8D - 0.131" X 2 1/2" LG COMMON NAILS.
∂"SDWH" SCREWS - 0.195" X 4" LG. "SDWH" TIMBER-HEX SCREWS
BY SIMPSON OR AN APPROVED EQUAL. (STAGGER 5/8" ALONG
CENTERLINE OF MEMBER BEING FASTENED TO WHEN PLACED
IN PAIRS.)
ROOF / WALL SHEATHING FASTENING::
∂8D COMMON NAILS AT 6" O.C. ALONG PANEL EDGES.
∂8D COMMON NAILS AT 12" O.C. AT INTERMEDIATE FRAMING.
EXIST. 5 1/8" X 15" GLULAM BEAM
TO REMAIN (VERIFY)
NOTE: ALL VERT.
STUDS TO ALIGN TO
ALLOW FASTENERS
AT ALL LAP
CONDITIONS WITH
HORIZ. AND ANGLED
STUDS AS SHOWN.
H2.5A TIE EA. 2X6
NOTE:
SEE SECTION 1/A400 FOR FASTENER
NAIL TYPES / LENGTHS AND ROOF /
WALL SHEATHING FASTENING.
0'-0"
T.O. (E) SLAB
4'-6"
T.O. BAND @ TOWER
8'-4 1/2"± (V.I.F.)
T.O. (E) WDW.
9'-1 1/2"
B.O. SOFFIT
13'-5 1/2"± (V.I.F.)
T.O. RECESS
20'-1 1/2"± (V.I.F.
T.O. TOWER
8'-6" A.F.F.
B.O. CEILING
8'-10 1/2"± A.F.F. (V.I.F.)
B.O. (E) SOFFIT
9'-5" A.F.F.
B.O. CEILING 6'-8"0'-0"
T.O. (E) SLAB
4'-6"
T.O. BAND @ TOWER
13'-5 1/2"± (V.I.F.)
T.O. RECESS
20'-1 1/2"± (V.I.F.
T.O. TOWER
9'-7"± (V.I.F.)
B.O. (E) WDW / B.O. SOFFIT
8'-9 1/4" A.F.F.
B.O. CEILING
8'-10 1/2"± A.F.F. (V.I.F.)
B.O. (E) SOFFIT
9'-5" A.F.F.
B.O. CEILING
5'-7"±5'-5" (VERIFY)CUBBY FIXTURE2"NEW CEILING AS
SCHEDULED
EXISTING GYP. BD. SOFFIT
AND FRAMING TO REMAIN
EXISTING GLAZING TOP
FRAME TO REMAIN
NEW GLAZING AND GLAZING
FRAME AS SCHEDULED -
SEE SHEET A000 AND A200
FOR ADDITIONAL
INFORMATION
NEW FREESTANDING CUBBY
FIXTURE - BORDER FOODS
INSTALLER TO SECURE TO
FLOOR AS REQUIRED
EXISTING CONCRETE
WALK TO REMAIN
NEW 1 1/2" TH. E.I.F.S.
AS SCHEDULED
(BEYOND) OVER
EXISTING 1/2" EXT.
GRADE PLYWOOD
2
EXISTING ALUMINUM
GLAZING AND
FRAMES TO REMAIN
NEW E.I.F.S. ACCENT
BAND - SEE DETAIL
13/A501 (SIM.)
NEW 1 1/2" TH. E.I.F.S.
AS SCHEDULED
(BEYOND) OVER
EXISTING 1/2" EXT.
GRADE PLYWOOD
3
NEW 2" HORIZONTAL
SOFFIT VENTING -
FULL WIDTH. PAINT
TO MATCH
ADJACENT E.I.F.S.
NEW 1 1/2" TH. E.I.F.S.
AS SCHEDULED
OVER EXISTING 1/2"
EXT. GRADE
PLYWOOD
4
NEW 1 1/2" TH. E.I.F.S.
AS SCHEDULED
OVER NEW 1/2" EXT.
GRADE PLYWOOD
PROVIDE E.I.F.S. DRIP
REVEAL, SEE 9/A501
(SIM.)
NEW ENTRY CANOPY
AS SCHEDULED.
NEW 1 1/2" TH. E.I.F.S.
AS SCHEDULED OVER
EXISTING 1/2" EXT.
GRADE PLYWOOD
4
(2) 1 3/4" X 9 1/2" LVL.
ATTACH EACH END
TO EXIST. MIN. (3) 2X
STUDS ASSUMED AT
WALL CORNER WITH
"HUC410 MAX"
HANGER. (G.C. TO
FIELD VERIFY EXIST.
WALL STUD
CONDITION.)
3
WALL WASH LIGHT
FIXTURE - SEE A300
AND A301 FOR ADD.
INFO.
NEW SIGNAGE AS
SCHEDULED. SEE
A300 SHEETS FOR
ADDITIONAL
INFORMATION.
3
NEW CONT. 2X6
BOTTOM PLATE W/ (2)
16D NAILS @ EACH
2X FRAMING MEMBER
BELOW - H3 TIE EA.
2X6
NEW 1 1/2" TH. E.I.F.S.
AS SCHEDULED
OVER NEW 1/2" EXT.
GRADE PLYWOOD
NEW 1/2" DENSDECK OVER NEW SHEATHING
(MATCH EXISTING) LAP 6" W/ EXISTING STUDS
(2) - 16D NAILS AT EA. EXIST. STUD
(2) - 2X CONT. TOP PLATE (MATCH
EXIST. STUD SIZE)
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING ROOF MEMBRANE TO
REMAIN - PROTECT FROM DAMAGE
EXIST. 2X
VERTICAL
FRAMING
ASSUMED
AT EXIST.
TOWER.
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
4
A5013
A501
CONTINUOUS 2X RIM JOIST
(2) - 2X6 CONTINUOUS TOP PLATE
NEW LOUVER DIRECTLY UNDER NEW 2X TOP PLATES
(WHERE OCCURS, SEE ROOF PLAN). SEAL PER ROOFING
MATERIAL SPECIFICATIONS.
(4) - 16D NAILS TYP. AT ALL 2X6 LAP
CONDITIONS AS SHOWN
8"MIN.SLOPE PER ROOF PLAN
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2"
DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD7
A501
6'-8"NEW CEILING AS
SCHEDULED
EXISTING GYP. BD. SOFFIT
AND FRAMING TO REMAIN
NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
NEW CEILING AS
SCHEDULED
EXISTING 6X8 DOOR / WINDOW
HEADER, SUBSTRATE AND
INSULATION INFILL TO REMAIN.
EXISTING METAL ANGLE TO REMAIN
EXISTING ALUMINUM GLAZING AND
FRAMES TO REMAIN
EXISTING ALUMINUM GLAZING AND
FRAMES TO REMAIN
NEW 2X6 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
NEW 2X8 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
EXISTING SHEATHING
NEW 1/2" DENSDECK OVER NEW SHEATHING
(MATCH EXISTING) LAP 6" W/ EXISTING STUDS
(2) - 16D NAILS AT EA. EXIST. STUD
(2) - 2X CONT. TOP PLATE (MATCH
EXIST. STUD SIZE)
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING ROOF MEMBRANE TO
REMAIN - PROTECT FROM DAMAGE
SLOPE PER ROOF PLAN
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
CONTINUOUS 2X RIM JOIST
(2) - 2X6 CONTINUOUS TOP PLATE
NEW LOUVER DIRECTLY UNDER NEW 2X TOP PLATES
(WHERE OCCURS, SEE ROOF PLAN). SEAL PER ROOFING
MATERIAL SPECIFICATIONS.
(4) - 16D NAILS TYP. AT ALL 2X6 LAP CONDITIONS AS
SHOWN
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
4
A501
3
A501
8"MIN.8
A501
8
A501
EXIST. STUDS
H2.5A TIE EA. 2X6
CONT. 2X RIM JOIST
7
A501
H2.5A TIE EA.
2X6
CONT. (2) 2X6
TOP PLATE
2X6 BRACE @ 16"
O.C. CONNECT
AT EXIST. TRUSS
TOP CHORD /
WEB
INTERSECTION
A35 ANCHOR
EA. 2X6
H3 TIE
EA. 2X6
NEW 2X6
FRAMING @
16" O.C.
A35 ANCHOR
EA. 2X6
EXIST.
SHEATHING
EXIST. 2X
VERTICAL
FRAMING
ASSUMED
AT EXIST.
TOWER.
LUS26
ANCHOR
2X6 AT 16" O/C
9
A501
NEW 2X6 FRAMING @ 16"
O.C.
NOTE: ALL VERT. STUDS
TO ALIGN TO ALLOW
FASTENERS AT ALL LAP
CONDITIONS WITH HORIZ.
AND ANGLED STUDS AS
SHOWN.
H2.5A TIE EA. 2X6
NEW 1 1/2" TH. E.I.F.S. AS
SCHEDULED OVER
EXISTING 1/2" EXT. GRADE
PLYWOOD
4
(2) 1 3/4" X 9 1/2" LVL.
ATTACH EACH END TO
EXIST. MIN. (3) 2X STUDS
ASSUMED AT WALL
CORNER WITH "HUC410
MAX" HANGER. (G.C. TO
FIELD VERIFY EXIST.
WALL STUD CONDITION.)
3
WALL WASH LIGHT
FIXTURE - SEE A300 AND
A301 FOR ADD. INFO.
NEW SIGNAGE AS
SCHEDULED. SEE A300
SHEETS FOR ADDITIONAL
INFORMATION.
3
NEW CONT. 2X6
BOTTOM PLATE W/ (2)
16D NAILS @ EACH 2X
FRAMING MEMBER
BELOW - H3 TIE EA. 2X6
NEW 1 1/2" TH. E.I.F.S. AS
SCHEDULED OVER NEW
1/2" EXT. GRADE
PLYWOOD
NEW ENTRY CANOPY AS
SCHEDULED.
EXISTING CONCRETE
WALK TO REMAIN
NEW 1 1/2" TH. E.I.F.S. AS
SCHEDULED (BEYOND)
OVER EXISTING 1/2" EXT.
GRADE PLYWOOD
2
NEW E.I.F.S. ACCENT
BAND - SEE DETAIL
13/A501 (SIM.)
NEW 1 1/2" TH. E.I.F.S. AS
SCHEDULED (BEYOND)
OVER EXISTING 1/2" EXT.
GRADE PLYWOOD
3
NEW 2" HORIZONTAL
SOFFIT VENTING - FULL
WIDTH. PAINT TO MATCH
ADJACENT E.I.F.S.
4
NEW 1 1/2" TH. E.I.F.S. AS
SCHEDULED OVER NEW
1/2" EXT. GRADE
PLYWOOD
PROVIDE E.I.F.S. DRIP
REVEAL, SEE 9/A501 (SIM.)
NOTE:
ALL ROOFING AND DETAILS SHOWN
ARE GENERAL IN NATURE. INSTALL
ALL ROOFING COMPONENTS PER
MANUFACTURER SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
SLOPE PER ROOF PLAN
PREFINISHED METAL DRIP
FLASHING AND SEALANT. (COLOR
TO MATCH ALUM. FRAMES)
NEW 2X6 @ 16" O.C.
2X6 CONT. LEDGER TIGHT TO FACE
OF EXIST. SHTG. / FRAMING WITH
(2) 16D NAILS AT 12" O.C.
2X6 CONTINUOUS LEDGER TIGHT TO FACE OF STUDS
WITH (2) 16D NAILS EA. STUD
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
EXTERIOR
WALL SECTIONS
A400
EXTERIOR WALL SECTION1"=1'-0"1 EXTERIOR WALL SECTION1"=1'-0"2
DATE:REG. NUMBER:
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.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR FRAMING AT ROOF REMODELING ONLY
XX.XX.XXXX
194
SEE 1/A400 FOR TYPICAL NOTES AND
INFORMATION
SEE 1/A400 FOR TYPICAL NOTES AND
INFORMATION
NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
WALL WASH LIGHT FIXTURE - SEE
A300 AND A301 FOR ADDITIONAL
INFORMATION
2X6 RIM JOIST
CONT. (2) 2X6 TOP PLATE
H2.5A TIE EA. 2X6
2X6 BRACE @ 16" O.C. CONNECT
AT EXIST. TRUSS TOP CHORD /
WEB INTERSECTION
H3 TIE EA. 2X6
A35 ANCHOR EA. 2X6
4
(4) 16D NAILS
0'-0"
T.O. (E) SLAB
8'-5 1/2'± (V.I.F.)
T.O. (E) WDW. / B.O. TRIM BOARD
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
8'-5" A.F.F.
B.O. CEILING
(MATCH EXISTING
PARAPET HEIGHT)
1'-10"± (V.I.F.)
B.O. (E) WDW.
0'-0"
T.O. (E) SLAB
8'-5 1/2'± (V.I.F.)
T.O. WDW. / B.O. TRIM BOARD
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
8'-5" A.F.F.
B.O. CEILING
(MATCH EXISTING
PARAPET HEIGHT)
1'-10"± (V.I.F.)
B.O. (E) WDW.
(MATCH EXISTING SIDE ELEV.
WINDOWS)
NOTE:
ALL ROOFING AND DETAILS SHOWN
ARE GENERAL IN NATURE. INSTALL
ALL ROOFING COMPONENTS PER
MANUFACTURER SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
NOTE:
ALL ROOFING AND DETAILS SHOWN
ARE GENERAL IN NATURE. INSTALL
ALL ROOFING COMPONENTS PER
MANUFACTURER SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
NOTE:
SEE SECTION 1/A400 FOR FASTENER
NAIL TYPES / LENGTHS AND ROOF /
WALL SHEATHING FASTENING.
NOTE:
SEE SECTION 1/A400 FOR FASTENER
NAIL TYPES / LENGTHS AND ROOF /
WALL SHEATHING FASTENING.
EXISTING E.I.F.S. TO REMAIN - PAINT
AS SCHEDULED
EXISTING E.I.F.S. SILL TO REMAIN -
PAINT AS SCHEDULED
EXISTING GRADE TO REMAIN
2
2
NEW SOLID SURFACE WINDOW SILL
- SEE SHEET A203 FOR ADDITIONAL
INFORMATION
NEW CEILING AS SCHEDULED
EXISTING WINDOW HEADER,
SUBSTRATE AND INSULATION INFILL
TO REMAIN.
EXISTING ALUMINUM GLAZING AND
FRAMES TO REMAIN
12
NEW EYEBROW CANOPY AS
SCHEDULED
EXISTING SUBSTRATE, FRAMING
AND INSULATION INFILL TO REMAIN.
PROTECT FROM DAMAGE. REPLACE
ANY DAMAGED EXISTING WITH NEW.
NEW CEMENT BOARD SIDING AS
SCHEDULED OVER NEW WATER
RESISTIVE BARRIER (REVEAL SHIELD
SA) OVER NEW 1" CONT.
INSULATION (R-5) OVER NEW 1/2"
EXT. GRADE PLYWOOD.
11
2X6 AT 16" O.C.
2X4 AT 16" O.C.1'-9"NEW 2X6 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
NEW 2X8 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
EXISTING SHEATHING
NEW 1/2" DENSDECK OVER NEW SHEATHING
(MATCH EXISTING) LAP 6" W/ EXISTING STUDS
(2) - 16D NAILS AT EA. EXIST. STUD
(2) - 2X CONT. TOP PLATE (MATCH
EXIST. STUD SIZE)
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING ROOF MEMBRANE TO
REMAIN - PROTECT FROM DAMAGE
7
A501
EXIST. STUDS
H2.5A TIE EA. 2X6
CONT. 2X RIM JOIST
13
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
SLOPE PER ROOF PLAN
6
A501
11
A501
11
A500
16
A500
A35 ANCHOR
EA. 2X6
NEW 2X6 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
NEW 2X8 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
EXISTING SHEATHING
NEW 1/2" DENSDECK OVER NEW SHEATHING
(MATCH EXISTING) LAP 6" W/ EXISTING STUDS
(2) - 16D NAILS AT EA. EXIST. STUD
(2) - 2X CONT. TOP PLATE (MATCH
EXIST. STUD SIZE)
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING ROOF MEMBRANE TO
REMAIN - PROTECT FROM DAMAGE
WALL WASH LIGHT FIXTURE - SEE
A300 AND A301 FOR ADDITIONAL
INFORMATION
2X6 RIM JOIST
CONT. (2) 2X6 TOP PLATE
H2.5A TIE EA. 2X6
2X6 BRACE @ 16" O.C. CONNECT
AT EXIST. TRUSS TOP CHORD /
WEB INTERSECTION
H3 TIE EA. 2X6
A35 ANCHOR EA. 2X6
4
(4) 16D NAILS
EXISTING SUBSTRATE, FRAMING
AND INSULATION INFILL TO REMAIN.
PROTECT FROM DAMAGE. REPLACE
ANY DAMAGED EXISTING WITH NEW.
NEW CEMENT BOARD SIDING AS
SCHEDULED OVER NEW WATER
RESISTIVE BARRIER (REVEAL SHIELD
SA) OVER NEW 1" CONT.
INSULATION (R-5) OVER NEW 1/2"
EXT. GRADE PLYWOOD.
11
2X6 AT 16" O.C.
2X4 AT 16" O.C.
7
A501
EXIST. STUDS
H2.5A TIE EA. 2X6
CONT. 2X RIM JOIST
13
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
SLOPE PER ROOF PLAN
6
A501
11
A501
A35 ANCHOR
EA. 2X6 1'-9"NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING E.I.F.S. TO REMAIN - PAINT
AS SCHEDULED
EXISTING E.I.F.S. SILL TO REMAIN -
PAINT AS SCHEDULED
EXISTING GRADE TO REMAIN
2
2
NEW SOLID SURFACE WINDOW SILL
- SEE SHEET A203 FOR ADDITIONAL
INFORMATION
NEW CEILING AS SCHEDULED
EXISTING WINDOW HEADER,
SUBSTRATE AND INSULATION INFILL
TO REMAIN.
NEW ALUMINUM WINDOW SYSTEM
AND GLAZING AS SCHEDULED
12
NEW EYEBROW CANOPY AS
SCHEDULED
11
A500
16
A500
(SIM.)(SIM.)
(SIM.)
(SIM.)
2X6 @ 16" O.C.2X6 @ 16" O.C.
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
EXTERIOR
WALL SECTIONS
A401
EXTERIOR WALL SECTION1"=1'-0"1 EXTERIOR WALL SECTION1"=1'-0"2
STRUCTURAL NOTES (For framing at roof
remodeling only)
APPLICABLE CODE- 2020 Minnesota Building
Code (MBC)
DESIGN LOADS
A.Roof:
1.Snow Load
a.Pg (ground snow load)= 50 PSF
b.Pf (snow load on flat roof)= 38.5 PSF
c.Ce (exposure factor)= 1.0, Partially
Exposed-Terrain Category B
d.Ct (thermal factor)= 1.1
e.Is (importance factor)= 1.0
f.Snow surcharge per ASCE 7-16
2.Dead Load= 20 PSF
B.Lateral:
1.Earth- Typical cohesionless soil pressure
assumed
2.Wind- Per ASCE 7-16
C.Seismic: No effect
D.Wind:
1.3-second gust speed at 33 feet = 115 MPH
2.Exposure C
3.Kd (directionality factor) = 0.85
4.Kzt (topographic factor) = 1.0
5.I (importance factor) = 1.0
LUMBER
A.Design Code: "National Design Specification
for Wood Construction", latest adopted edition.
B.Materials:
1."LVL" members to have the following
minimum allowable design values
Fb=2,600 psi, Fv=285 psi, and E=2,000
ksi. Provide nailing/bolting connection for
multiple piece beams per Manufacturer's
specifications (Contractor to verify top or
side loading conditions).
2.Dimension Lumber
a.Columns- Spruce-pine-fir #2 or better
b.Studs- Spruce-pine-fir, stud grade or
better
c.All lumber to have maximum moisture
content of 19%.
3.Fasteners and Connection Hardware
a.Provide fasteners per the “National
Design Specification for Wood
Construction”, latest edition.
b.Assume nails to be common nails
meeting the requirements in ASTM F1667
unless noted otherwise.
c.All connection hardware by "Simpson
Strong-Tie" or an approved equal.
Connectors in contact with treated
lumber to be fabricated with material to
resist corrosive reaction with wood
treating chemicals.
d.All prefabricated metal connectors to be
fully nailed per the Supplier's
specifications.
e.All nailing performed according to the
MBC Table 2304.10.1 unless otherwise
noted.
MISCELLANEOUS
A.Placement of mechanical units supported by
roof or floor structure is subject to the
approval of the Engineer.
B.Contractor shall verify all existing conditions
and dimensions. Report all conflicts in
construction documents or between
construction documents and actual conditions
to the Engineer before proceeding with the
affected work.
C.Contractor is responsible for bracing all
structural elements, without overstressing, until
the project is complete. This includes, but is
not limited to,
bracing of existing adjacent structures and
soils. Stockpiling of materials on supported
levels is at the Contractor's own risk.
D.Install all anchors noted (expansion, epoxy,
powder actuated, etc.) per the Manufacturer's
specifications.
STRUCT. NOTES3
DATE:REG. NUMBER:
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.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR FRAMING AT ROOF REMODELING ONLY
XX.XX.XXXX
195
SEE 1/A400 FOR TYPICAL NOTES AND
INFORMATION
SEE 1/A400 FOR TYPICAL NOTES AND
INFORMATION
0'-0"
T.O. (E) SLAB
2'-10"± (V.I.F.)
B.O. (E) D.T. WDW.
5'-10"± (V.I.F.)
T.O. (E) D.T. WDW.
8'-4"± (V.I.F.)
B.O. SOFFIT
8'-3 1/4"± A.F.F. (V.I.F.)
B.O. (E) CEILING
9'-0"
B.O. D.T. AWNING
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
(MATCH EXISTING
PARAPET HEIGHT)
17'-4 1/2"± (V.I.F.)
T.O. PARAPET
(MATCH EXISTING
PARAPET HEIGHT)
0'-0"
T.O. (E) SLAB
8'-3 1/4"± A.F.F. (V.I.F.)
B.O. (E) CEILING
8'-5 1/2'± (V.I.F.)
B.O. TRIM BAND
(ALIGN W/ TOP OF
EXISTING SIDE
WINDOWS)
4'-6"
T.O. BAND @ TOWER
2'-6"
T.O. TRIM BAND
NOTE:
ALL ROOFING AND DETAILS SHOWN
ARE GENERAL IN NATURE. INSTALL
ALL ROOFING COMPONENTS PER
MANUFACTURER SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
NOTE:
ALL ROOFING AND DETAILS SHOWN
ARE GENERAL IN NATURE. INSTALL
ALL ROOFING COMPONENTS PER
MANUFACTURER SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
NOTE:
SEE SECTION 1/A400 FOR FASTENER
NAIL TYPES / LENGTHS AND ROOF /
WALL SHEATHING FASTENING.
NOTE:
SEE SECTION 1/A400 FOR FASTENER
NAIL TYPES / LENGTHS AND ROOF /
WALL SHEATHING FASTENING.
NEW 2X6 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
NEW 2X8 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
EXISTING SHEATHING
NEW 1/2" DENSDECK OVER NEW
SHEATHING (MATCH EXISTING) LAP
6" W/ EXISTING STUDS
(2) - 16D NAILS AT EA. EXIST. STUD
(2) - 2X CONT. TOP PLATE (MATCH
EXIST. STUD SIZE)
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING ROOF MEMBRANE TO
REMAIN - PROTECT FROM DAMAGE
WALL WASH LIGHT FIXTURE - SEE
A300 AND A301 FOR ADDITIONAL
INFORMATION
2X6 RIM JOIST
CONT. (2) 2X6 TOP PLATE
H2.5A TIE EA. 2X6
2X6 BRACE @ 16" O.C. CONNECT
AT EXIST. TRUSS TOP CHORD /
WEB INTERSECTION
H3 TIE EA. 2X6
A35 ANCHOR EA. 2X6
4
(4) 16D NAILS
NEW 1 1/2" TH. E.I.F.S. AS
SCHEDULED OVER NEW 1/2" EXT.
GRADE PLYWOOD
1
2X6 AT 16" O.C.
2X4 AT 16" O.C.1'-9"\A1;1'-9"7
A501
EXIST. STUDS
H2.5A TIE EA. 2X6
CONT. 2X RIM JOIST
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
SLOPE PER ROOF PLAN
6
A501
A35 ANCHOR
EA. 2X6
12
A501
13
A501
2
2
2
EXISTING E.I.F.S. TO REMAIN - PAINT
AS SCHEDULED
EXISTING E.I.F.S. TO REMAIN - PAINT
AS SCHEDULED
1
5 1/2"5 1/2"NEW E.I.F.S. ACCENT BAND
NEW E.I.F.S. ACCENT BAND
NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CEILING TO REMAIN
NEW 2X6 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
NEW 2X8 CONT. PLATE WITH (2)
"SDWH" SCREWS AT EA. EXIST.
MANSARD TRUSS CENTERLINE.
EXISTING SHEATHING
NEW 1/2" DENSDECK OVER NEW
SHEATHING (MATCH EXISTING) LAP
6" W/ EXISTING STUDS
(2) - 16D NAILS AT EA. EXIST. STUD
(2) - 2X CONT. TOP PLATE (MATCH
EXIST. STUD SIZE)
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING ROOF MEMBRANE TO
REMAIN - PROTECT FROM DAMAGE
EXISTING CONCRETE INFILL TO
REMAIN
NEW CONCRETE CURB / GUTTER
AND DRIVE LANE - SEE A100
NEW FLOORING AS SCHEDULED.
SEE SHEET A203 FOR ADDITIONAL
INFORMATION.
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING FOUNDATION WALL TO
REMAIN
EXISTING CEILING TO REMAIN
2
NEW E.I.F.S. ACCENT BAND - SEE DETAIL 13/A501 (SIM)
NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND)
OVER EXISTING 1/2" EXT. GRADE PLYWOOD
NEW STAINLESS STEEL CORNER
GUARD
NEW STAINLESS STEEL CORNER
GUARD
NEW DRIVE-THRU WINDOW AS
SCHEDULED
NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND)
OVER EXISTING 1/2" EXT. GRADE PLYWOOD
NEW CONCRETE CURB / GUTTER AND DRIVE
LANE - SEE A100
NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER
EXISTING 1/2" EXT. GRADE PLYWOOD
4
12
A500
17
A500
NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK
OVER 3/4" EXTERIOR GRADE PLYWOOD
SLOPE PER ROOF PLAN
EXIST. STUDS
H2.5A TIE EA. 2X6
CONT. 2X RIM JOIST H2.5A TIE EA.
2X6
CONT. (2) 2X6
TOP PLATE
2X6 BRACE @ 16"
O.C. CONNECT
AT EXIST. TRUSS
TOP CHORD /
WEB
INTERSECTION
NEW 2X6
FRAMING @
16" O.C.
A35 ANCHOR
EA. 2X6
H3 TIE
EA. 2X6
A35 ANCHOR
EA. 2X6
EXIST.
SHEATHING
3'-2 3/4"NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER
EXISTING 1/2" EXT. GRADE PLYWOOD
4
3
NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER
EXISTING 1/2" EXT. GRADE PLYWOOD
3
NEW SIGNAGE AS SCHEDULED. SEE A300
SHEETS FOR ADDITIONAL INFORMATION.
INSTALL BLOCKING AS REQUIRED FOR HANGER
CONNECTION AT DRIVE-THRU CANOPY. SEE
20/A500
MODIFY EXISTING FRAMING AS REQUIRED TO
"SQUARE OFF" SOFFIT AS SHOWN ON EXT. ELEV.
NEW DRIVE-THRU CANOPY AS SCHEDULED.
NEW CONT. 2X6 BOTTOM PLATE W/ (2) 16D
NAILS @ EACH 2X FRAMING MEMBER BELOW -
H3 TIE EA. 2X6
NEW 2X6 FRAMING @ 16" O.C.
NOTE: ALL VERT. STUDS TO ALIGN TO ALLOW
FASTENERS AT ALL LAP CONDITIONS WITH
HORIZ. AND ANGLED STUDS AS SHOWN.
4
A501
(4) 16D NAILS TYP. AT ALL 2X6 LAP CONDITIONS,
AS SHOWN
9
A501
EXISTING 6X6 WINDOW HEADER TO
REMAIN
EXISTING BEAM TO REMAIN
7
A501
(SIM.)
(SIM.)
2X6 @ 16" O.C.2X6 @ 16" O.C.
EXISTING 4X6 BEAM TO REMAIN
INSTALL BLOCKING AS REQUIRED
FOR DRIVE-THRU CANOPY - SEE
SECTION 15/A501.
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
EXTERIOR
WALL SECTIONS
A402
EXTERIOR WALL SECTION1"=1'-0"1 EXTERIOR WALL SECTION1"=1'-0"2
DATE:REG. NUMBER:
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.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR FRAMING AT ROOF REMODELING ONLY
XX.XX.XXXX
196
WALL TILE WHERE OCCURS
VERTICAL 90D CORNER
TILE ALUMINUM TRIM
SCHLUTER - RONDEC
FINISH - SATIN ANODIZED
ALUMINUM MATCH TILE
DEPTH
NOTE: INSTALL TRIM FROM
TOP OF BASE TO CEILING OR
TO TOP OF TILE.
COORDINATE LOCATIONS
AND PROVIDE OUTSIDE
CORNER PIECES
CONNECTING TO
HORIZONTAL PIECES
WALL TILE WHERE OCCURS
EXTERIOR SUBSTRATE
VERTICAL METAL TRIM
SCHLUTER - RONDEC
FINISH - SATIN ANODIZED
ALUMINUM MATCH TILE
DEPTH
INTERIOR SUBSTRATE
TILE WHERE OCCURS
WALL SUBSTRATE
WALL FINISH AS
SCHEDULED
SEALANT
VERTICAL METAL TRIM
SCHLUTER - RONDEC
FINISH - SATIN
ANODIZED ALUMINUM
MATCH TILE DEPTH
TILE WHERE OCCURS
2"2"2"
20 GAUGE STAINLESS STEEL
CORNER GUARD - TOP OF
BASE TO BOTTOM OF
CEILING - ATTACH WITH
CONSTRUCTION ADHESIVE
20 GAUGE STAINLESS STEEL
END WALL GUARD - TOP OF
BASE TO BOTTOM OF
CEILING - ATTACH WITH
CONSTRUCTION ADHESIVE
NOTE: STAINLESS STEEL
GUARDS SUPPLIED BY
OWNER INSTALLED BY G.C.
A
B
EXISTING
CONCRETE PAD
PROVIDE FLOOR LEVELING
COMPOUND TO ALIGN
FINISHED FLOOR
SURFACES
SCHLUTER "SCHIENE"
ANODIZED ALUM. (FLOOR
FINISHES TO FINISH LEVEL
WITH)
ACRYLIC RESIN
FLOOR FINISH
DINING AREA FLOOR TILE
AS SCHEDULED.
GROUT
WALL TILE FINISH PER
INTERIOR ELEVATIONS
CEMENT BOARD BEHIND
TILE FULL HEIGHT
(PROVIDE NEW IF NOT
EXISTING)
COVE BASE TILE - SET
FLUSH WITH FLOOR TILE5"5" HIGH CEMENT BOARD
BEHIND BASE TILE
SILICONE SEALANT
WALL FINISH PER
INTERIOR ELEVATIONS
WALL SUBSTRATE PER
SHEET A200
1'-0"COVE BASE TILE - SET
FLUSH WITH FLOOR TILE
FRP WALL FINISH PER KITCHEN
INTERIOR ELEVATIONS. LAP OVER
BASE CAP.
PLYWOOD WALL SUBSTRATE PER
SHEET A200
CEMENT BOARD 1'-0"
HIGH BEHIND BASE
TILE
6" ACRYLIC RESIN SEAMLESS COVE
BASE AND ACRYLIC RESIN
FLOORING
3/4" RADIUS
SILICONE SEALANT
J-MOLD SET IN SILICONE SEALANT -
FILL J-MOLD WITH SILICONE PRIOR
TO INSTALLING FRP, WIPE OFF
EXCESS
WALL FINISH PER INTERIOR
ELEVATIONS
CEMENT BOARD BEHIND TILE
FULL HEIGHT SEE SHEET A200
COVE BASE TILE - SET FLUSH
WITH ACRYLIC RESIN FLOOR
ACRYLIC RESIN FLOOR FINISH
PROVIDE FLOOR LEVELING
COMPOUND TO ALIGN
FINISHED FLOOR WITH TOP
EDGE OF COVE BASE AS
SHOWN.4'-4"5 1/2"EQ.EQ.8"
EQ.EQ.2" X 2" X 14 GAUGE STEEL TUBE
WELDED TO 3 1/2" X 8" X 3/8"
THICK STEEL PLATE, 5'-0" O.C.
STEEL PLATE BOLTED TO SLAB
WITH (2) 5/8" DIA. HILTI KB-TZ.
IMBED 3 1/8" ICC-ESR-1917
1"1"
WALL CAP, SEE FINISH PLANS AND
FURNITURE / DECOR DRAWINGS
BLACK REVEAL, PAINTED
2X6 FRAMING AT 16" O.C., TYP.
1/2" PLYWOOD SHEATHING
WAINSCOT AS SCHEDULED
TILE BASE AS SCHEDULED
5"5" HIGH CEMENT BOARD BEHIND
BASE TILE
BOTTOM TRACK WITH POWER-DRIVEN
FASTENERS @ 16" O.C. MAX.
ICC-ESR-1752
EXTERIOR FINISH
(VARIES) - SEE
EXTERIOR
ELEVATION
LAG SCREWS,
SEE CANOPY
SHOP
DRAWINGS
CANOPY
PIPE / SLEEVE
(2) 1 3/4" X 9 1/2" LVL BLOCKING
BETWEEN EXISTING STUDS AT
CONNECTION -
BLOCKING CONNECTION TOP:
"A34" FRAMING ANGLE EACH END
BLOCKING CONNECTION BOTTOM:
"HUC410 MIN" HANGER EACH END
PROVIDE #10 X 1 1/2" LG "SD"
SCREWS INTO STUDS
G.C. TO VERIFY BLOCKING SIZE IS
ACCEPTABLE FOR FASTENING OF
ANCHORS
CENTER BLOCKING ON HANGER
ATTACHMENT
COORDINATE
CANOPY SHOP
DRAWINGS, TYP.
SHIM SPACE
BACKER ROD AND
SEALANT
ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE
NEW SOLID SURFACE SILL
BELOW AS SCHEDULED
EXISTING WALL
CONSTRUCTION TO
REMAIN - SHOWN SHADED
GYP. BD. - RETURN BACK
TO FRAME AS REQUIRED
BACKER ROD AND
SEALANT
NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION
REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS
NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION
REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS
NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION
REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS
NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION
REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS
NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION
REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS
NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION
REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS
SHIM SPACE
BACKER ROD AND
SEALANT EACH
SIDE EXISTING WALL
CONSTRUCTION TO
REMAIN - SHOWN SHADED
CONT. 3/4" X 1 1/2" X 26 GA.
ALUM. ANGLE FOR
CAULKING BED
1 1/2" DRAINABLE
E.I.F.S.
1" CONTINUOUS RIGID INSULATION (R-5)
CEMENT BOARD SIDING AS SCHEDULED -
INSTALL PER MFR. RECOMMENDATIONS
EXISTING WALL CONSTRUCTION TO
REMAIN - SHOWN SHADED
PREFINISHED METAL DRIP FLASHING
(COLOR TO MATCH SIDING)
5/4 X 6"H CEMENT BOARD TRIM BEHIND
EYEBROW CANOPY - PAINT PER
EXTERIOR ELEVATIONS (NOTE: 6" HIGH
ONLY WHERE BEHIND EYEBROW
CANOPY)
METAL EYEBROW CANOPY BY SIGN
VENDOR
PREFINISHED METAL DRIP FLASHING
(COLOR TO MATCH WINDOW FRAME)
BACKER ROD AND SEALANT
SHIM SPACE
ANODIZED ALUMINUM WINDOW FRAME -
SEE WINDOW SCHEDULE
BACKER ROD AND SEALANTGYP.BD. - RETURN BACK
TO FRAME AS REQUIRED
DRIVE-THRU WINDOW -
SEE WINDOW SCHEDULE
STAINLESS STEEL CORNER
GUARD
BACKER ROD AND SEALANT
PREFINISHED METAL DRIP FLASHING
(COLOR TO MATCH WINDOW FRAME)
SEE DETAILS A501 FOR MEMBRANE
FLASHING, END DAMS, ETC.
SHIM SPACE
ANODIZED ALUMINUM WINDOW FRAME -
SEE WINDOW SCHEDULE
EXISTING WALL CONSTRUCTION TO
REMAIN - SHOWN SHADED
CAULK JOINT
SOLID SURFACE WINDOW SILL AS
SCHEDULED
PREFINISHED METAL DRIP FLASHING
(COLOR TO MATCH WINDOW FRAME)
SEE DETAILS A501 FOR MEMBRANE
FLASHING, END DAMS, ETC.
BACKER ROD AND SEALANT EACH SIDE
SHIM SPACE
DRIVE-THRU WINDOW - SEE WINDOW
SCHEDULE
1 1/2" DRAINABLE E.I.F.S.
AIR BARRIER
EXISTING WALL CONSTRUCTION TO
REMAIN - SHOWN SHADED
STAINLESS STEEL CORNER GUARD
1 1/2" DRAINABLE E.I.F.S.
AIR BARRIER. LAP OVER FLASHING
EXISTING WALL CONSTRUCTION TO
REMAIN - SHOWN SHADED
PREFINISHED METAL DRIP FLASHING
FROM BEHIND AIR BARRIER TO BEYOND
F.O. E.I.F.S. (COLOR TO MATCH WINDOW
FRAME)
BACKER ROD AND SEALANT EACH SIDE
SHIM SPACE
DRIVE-THRU WINDOW - SEE WINDOW
SCHEDULE
STAINLESS STEEL CORNER GUARD
ROOF MEMBRANE
TO WRAP
CONTINUOUS UP
VERTICAL FACE TO
BEHIND
PRE-FINISHED
METAL FLASHING -
PROVIDE WEATHER
TIGHT
SECUREMENT TO
BUILDING AND
ALLOW FOR
MOVEMENT
BETWEEN NEW AND
EXISTING
CONSTRUCTION
1 1/2" DRAINABLE E.I.F.S. OVER AIR
BARRIER
STARTER TRACK WITH WEEP HOLES
INSTALL BEHIND EXISTING AIR
BARRIER
PRE-FINISHED METAL FLASHING FROM
BEHIND STARTER TRACK AND OVER
ROOF MEMBRANE
NEW ROOF MEMBRANE TO WRAP
OVER EXISTING ROOF MEMBRANE AS
REQUIRED
EXISTING ROOF
MEMBRANE AND
ROOF INSULATION
TO REMAIN
EXISTING WALL
CONSTRUCTION
TO REMAIN
EXISTING
WALK-IN
COOLER/FREEZER
BUMP OUT
CONSTRUCTION
TO REMAIN
EXISTING 2X4 STUD WALL
LAP AIR BARRIER OVER FLASHING
NEW 1/4" PLYWOOD SHEATHING AS
NOTED ON A203
WOOD
FRAMING
E.I.F.S.
WASHER
PVC (SCH 40)
BUSHING -FILL
WITH SEALANT
BLOCKING
AS REQUIRED
FASTENER AS
REQUIRED
EXTERIOR
SHEATHING
WITH AIR
BARRIER
B
A4'-4"1/2"B-2
WC-3
4'-4"1/2"B-2
WC-3
B-2
WC-3
SS-1 SOLID SURFACE
CAP PROVIDED BY
FURNITURE / DECOR
VENDOR
3'-2 1/2"1'-6"J-BOXES TO BE INSTALLED VERTICALLY
W/ POWER AND DATA 4 1/2" C.T.C. AT
ORDER KIOSK MOUNTING PLATE HEIGHT.
SEE MOUNTING PLATE INSTRUCTIONS
B-2
WC-3
SS-1 SOLID SURFACE CAP
PROVIDED BY FURNITURE /
DECOR VENDOR
OUTLETS
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
TILE END TRIM DETAIL3"=1'-0"1 TILE END TRIM DETAIL3"=1'-0"2 TILE CORNER TRIM DETAIL3"=1'-0"3 STAINLESS STEEL GUARD DETAILS3"=1'-0"4 FLOOR TRANSITION DETAIL3"=1'-0"5
BASE AT DINING (GYP. BD.)3"=1'-0"6 BASE AT TILED WALL3"=1'-0"7 BASE AT KITCHEN3"=1'-0"8 BASE AT TILED WALL (SERVING)3"=1'-0"9 BUMP-OUT ROOF DETAIL AT BLDG.3"=1'-0"10
TYP. WINDOW HEAD DETAIL3"=1'-0"11 D.T. WINDOW HEAD DETAIL3"=1'-0"12 HALF WALL SECTIONS3"=1'-0"13 HALF WALL ELEVATION3/8"=1'-0"14 CONNECTION THRU E.I.F.S.6"=1'-0"15
CONSTRUCTION
DETAILS
A500
TYP. WINDOW SILL DETAIL3"=1'-0"16 D.T. WINDOW SILL DETAIL3"=1'-0"17 TYP. WINDOW JAMB DETAIL3"=1'-0"18 D.T. WINDOW JAMB DETAIL3"=1'-0"19 CANOPY BLOCKING DETAIL3"=1'-0"20
DATE:REG. NUMBER:
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.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR FRAMING AT ROOF REMODELING ONLY
XX.XX.XXXX
197
NEW 1 1/2" E.I.F.S.
OVER EXISTING 1/2"
SUBSTRATE OVER
EXISTING WD.
STUDS
MODIFY EXISTING
FRAMING AS
REQUIRED TO
INSTALL NEW
HEADER SUPPORT
STUDS - PROVIDE
NEW SHEATHING
TO MATCH
EXISTING.
NEW 1 1/2" E.I.F.S.
OVER 1/2"
SUBSTRATE OVER
NEW 2X6 FRAMING
NEW 1 1/2" E.I.F.S.
OVER EXISTING 1/2"
SUBSTRATE OVER
EXISTING WD.
STUDS
EXISTING
CONSTRUCTION
SHOWN SHADED TO
REMAIN - PROTECT
FROM DAMAGE -
REFER TO BALANCE
OF DRAWINGS FOR
ADDITIONAL
INFORMATION
EXISTING CONSTRUCTION
SHOWN SHADED TO REMAIN
- PROTECT FROM DAMAGE -
REFER TO BALANCE OF
DRAWINGS FOR ADDITIONAL
INFORMATION
NEW 1 1/2"
E.I.F.S.
OVER 1/2"
SUBSTRATE
OVER NEW
2X6
FRAMING
NEW 1 1/2" E.I.F.S.
OVER EXISTING 1/2"
SUBSTRATE OVER
EXISTING WD.
STUDS
NEW 1 1/2" E.I.F.S.
OVER EXISTING 1/2"
SUBSTRATE OVER
EXISTING WD.
STUDS
MODIFY EXISTING
FRAMING AS REQUIRED
TO INSTALL NEW HEADER
SUPPORT STUDS -
PROVIDE NEW SHEATHING
TO MATCH EXISTING.4"SL
O
P
E SLOPE
24 GAUGE G.I. COVER PLATE
SET INTO SEALANT BEAD
APPLIED ALONG BOTH SIDES OF
JOINT - SECURE USING SCREW
THRU STEEL / NEOPRENE
WASHER CENTERED OVER 1/4"
GAP BETWEEN ADJACENT
SECTIONS OF NEW COPING.
SCREW THRU NEOPRENE
WASHER @ 30" O.C. @ INSIDE
FACE ONLY
SECURE OUTSIDE FACE
OF METAL SECTIONS
USING TWO NAILS THRU
SLOTTED HOLES UNDER
COVER PLATE
24 GAUGE G.I. CAP FLASHING
COUNTER FLASH @
EXTERIOR FACE
NOTE: JOINTS ARE TO OCCUR AT 20'-0"
MAXIMUM 24" MAXIMUM AT CORNERS
PARAPET FRAMING -
SEE WALL SECTIONS
FOR ADDITIONAL
INFORMATION
1/2" PLYWOOD
SHEATHING WITH AIR
BARRIER
1 1/2" DRAINABLE
E.I.F.S.4"SEALANT
FASTENER TO HOLD
MEMBRANE IN PLACE
AS RECOMMENDED BY
ROOF MFR.
4" PREFAB DRIP EDGE
BY ROOF MFR. WITH
FACTORY WELDED
SKIRT
WOOD NAILER
MFR. RECOMMENDED
FASTENER TO HOLD
DRIP EDGE IN PLACE -
MAX. 8" O.C.
FIELD WELD SKIRT TO
ROOFING MATERIAL
SINGLE PLY ROOF
MEMBRANE OVER 1/2"
DENSDECK OVER 3/4"
EXTERIOR GRADE
PLYWOOD
SLOPE PER ROOF
PLAN
SINGLE PLY ROOF
MEMBRANE OVER 1/2"
DENSDECK OVER 3/4"
EXTERIOR GRADE
PLYWOOD
SLOPE PER ROOF
PLAN
GALV. METAL LOUVER -
PRIMED AND PAINTED IN
FIELD - SEE ROOF PLAN
FOR ADDITIONAL INFO.
GALV. METAL DRIP
FLASHING
DURO-LAST TERMINATION
BAR
SINGLE PLY ROOF
MEMBRANE OVER 1/2"
DENSDECK OVER 1/2"
EXTERIOR GRADE
PLYWOOD
PARAPET FRAMING - SEE
WALL SECTIONS FOR
ADDITIONAL INFORMATION
GALV. METAL LOUVER -
PRIMED AND PAINTED IN
FIELD - SEE ROOF PLAN
FOR ADDITIONAL INFO.
DURO-LAST TERMINATION
BAR
SINGLE PLY ROOF
MEMBRANE OVER 1/2"
DENSDECK OVER 1/2"
EXTERIOR GRADE
PLYWOOD
PARAPET FRAMING - SEE
WALL SECTIONS FOR
ADDITIONAL INFORMATION
SINGLE PLY ROOF MEMBRANE OVER
1/2" DENSDECK OVER 3/4" EXTERIOR
GRADE PLYWOOD
SLOPE PER ROOF PLAN
PARAPET FRAMING - SEE WALL
SECTIONS FOR ADDITIONAL
INFORMATION
SINGLE PLY ROOF MEMBRANE OVER
1/2" DENSDECK OVER EXTERIOR
GRADE PLYWOOD (TO MATCH
EXISTING)
EXISTING ROOF MEMBRANE OVER
EXISTING SHEATHING
LAP NEW ROOF MEMBRANE OVER
EXISTING ROOF MEMBRANE
EXISTING PARAPET FRAMING TO
REMAIN - SEE WALL SECTIONS FOR
ADDITIONAL INFORMATION
1/2" PLYWOOD
SHEATHING WITH AIR
BARRIER
1 1/2" DRAINABLE
E.I.F.S.
EXISTING SHEATHING
TO REMAIN
1 1/2" DRAINABLE
E.I.F.S.
WALL WASH LIGHT
FIXTURE - SEE A300
AND A301 FOR
ADDITIONAL
INFORMATION
E.I.F.S. DRIP REVEAL
PARAPET FRAMING -
SEE WALL SECTIONS
FOR ADDITIONAL
INFORMATION
EXISTING TOWER
FRAMING TO REMAIN -
SEE SECTIONS FOR
ADDITIONAL
INFORMATION
WATER PROOFING ROUGH OPENING
ADD SILL RECEPTOR AND END DAM
COMPLETING WINDOW SYSTEM
BUTYL FLASHING
TAPE AT TOP OF
BLDG PAPER
BUTYL FLASHING
TAPE APPLIED
PRIOR TO BLDG
PAPER W/ 3" MIN.
FLAP
2ND SURFACE
WATER
PROOFING
APPLIED OVER
STUDS &
PLYWD
EIFS DRAINAGE
CHANNELS PER
MANUFACTURERS
DETAILS
WINDOW BOT.
TRACK (SILL
RECEPTOR)
PLASTIC 3/8"
SPACER
SHIM
WOOD
FRAMING
END DAM @ WDW.
BOT. TRACK
795 DOW CORNING
SILICONE (OR EQ.)
OVER LAG BOLT/
WASHER THRU
BOT. TRACK (TYP) &
AT END DAM
NOTE: WOOD SILLS
& JAMBS SHALL BE
PRESSURE TREATED
EXTEND FACE OF
ALUM ANGLE FOR
CAULK & BACKER
ROD
WINDOW
FLASHING -
ALUMINUM
FINISH TO MATCH
STOREFRONT
MAINTAIN POSITIVE
DRAINAGE AWAY
FROM WALL AT ALL
FLASHING
AFTER FRAMING 2ND SURFACE WATER PROOFING PER EIFS MANUFACTURER. ADD
FLASHING TAPE AROUND THE ROUGH OPENING FOR THE WINDOW AND DOOR
OPENING
THIS DIAGRAM SHOWS THE APPLICATION OF SILL RECEPTOR AND VERTICAL EIFS
ADHESIVE DRAINAGE CHANNELS. USE 100% PURE ISOPROPYL ALCOHOL TO CLEAN
METAL SURFACE PRIOR TO APPLYING SILICONE.
SET STOREFRONT WINDOW, APPLY EIFS SYSTEM AND THEN ADD WINDOW FLASHING
OVER TOP OF EIFS AT WINDOW SILL
2ND SURFACE
WATER
PROOFING
APPLIED OVER
STUDS &
PLYWD
PLYWOOD
WALL
SHEATHING
2ND SURFACE
WATER
PROOFING
APPLIED OVER
STUDS &
PLYWD
WOOD
FRAMING
PLYWOOD
WALL
SHEATHINGWEEP HOLES @ 24" O.C.
3 /8" SPACE
CONTINUOUS AROUND
ENTIRE WINDOW
WINDOW ELEVATION
INSERT FLASHING
BELOW SILL
RECEPTOR THEN
CAULK
NOTE: DO NOT CAULK /
OBSTRUCT WEEP HOLES
DRILLED IN SILL RECEPTOR
EXTERIOR
FINISH
GLAZING SYSTEM
STOREFRONT
WINDOW BODY
NOTE: THERE
SHOULD BE A 3 /8"
SPACE AROUND THE
ENTIRE WINDOW
FRAME TO ALLOW
FOR A CONTINUOUS
RING OF BACKER
ROD AND CAULK
SIMILAR TO A
TYPICAL GASKET ON
A BOTTLE TOP.
BACKER ROD &
CAULK ON TOP
OF SILL
FLASHING
3"
5"
FINISH
BASE COAT AND MESH
INSULATION
BACK-WRAP TERMINATION
SEALANT WITH BACKER ROD
BARRIER MEMBRANE
WEATHERPROOF COATING
FOR WALL SHEATHING
SUBSTRATE
SUPPORTING STRUCTURE
WOOD STUD WALL
FRAMING
SUBSTRATE
MFR. APPROVED JOINT
TREATMENT
WATER PROOF COATING
FOR WALL SHEATHING
VERTICAL NOTCHED
ADHESIVE / DRAINAGE
MEDIUM
INSULATION
TRIM BAND
BASE COAT W/ 20 OZ. HIGH
IMPACT MESH APPLIED
THROUGHOUT. BUT MESH
LAYERS AT CORNERS, DO
NOT WRAP
BASE COAT W/ 4.5 OZ
STANDARD MESH TO BE
APPLIED THROUGHOUT.
WRAP CORNERS WITH
MESH
FINISH
BASE COAT AND MESH
WOOD STUD WALL FRAMING
SUBSTRATE
MFR. APPROVED JOINT
TREATMENT
WATER PROOF COATING FOR
WALL SHEATHING
VERTICAL NOTCHED ADHESIVE /
DRAINAGE MEDIUM
INSULATION
FOR HIGH IMPACT MESH
LOCAITONS AS SPECIFIED ON THE
EXTERIOR ELEVATIONS: BASE COAT
W/ 20 OZ. HIGH IMPACT MESH TO
BE APPLIED FROM THE STARTER
TRACK TO HEIGHT SPECIFIED
BASE COAT W. 4.5 OZ.
STANDARD MESH TO BE
APPLIED THROUGHOUT
FINISH
E.I.F.S. FLASHING TAPE
START TRACK W/ WEEP HOLES
6" WIDE X 20 MIL BARRIER
MEMBRANE LAPPED ONTO
FOUNDATION. PLACE PRIOR TO
PLACING ADJACENT PAVING4"SEALANT
FASTENER TO HOLD
MEMBRANE IN PLACE
AS RECOMMENDED BY
ROOF MFR.
4" PREFAB DRIP EDGE
BY ROOF MFR. WITH
FACTORY WELDED
SKIRT
WOOD NAILER
MFR. RECOMMENDED
FASTENER TO HOLD
DRIP EDGE IN PLACE -
MAX. 8" O.C.
FIELD WELD SKIRT TO
ROOFING MATERIAL
SINGLE PLY ROOF
MEMBRANE OVER 1/2"
DENSDECK OVER 3/4"
EXTERIOR GRADE
PLYWOOD
SLOPE PER ROOF
PLAN
1"1'-2"2"1"1"1"1 1/2"
WALL WASH LIGHT
FIXTURE - SEE A300
AND A301 FOR
ADDITIONAL
INFORMATION
2X WOOD BLOCKING
BUILT UP E.I.F.S.
CORNICE
PARAPET FRAMING -
SEE WALL SECTIONS
FOR ADDITIONAL
INFORMATION
1/2" PLYWOOD
SHEATHING WITH AIR
BARRIER
1 1/2" DRAINABLE
E.I.F.S.
2 1/2"
BUILT UP E.I.F.S.
CORNICE - SEE 6/A501
1/2" PLYWOOD
SHEATHING WITH AIR
BARRIER
CEMENT BOARD
SIDING AS
SCHEDULED - INSTALL
PER MFR.
RECOMMENDATIONS
5/4" X 5 1/2" CEMENT
BOARD TRIM - PAINT
PER EXT. ELEVS.
1" CONTINUOUS RIGID
INSULATION (R-5)
1 1/2"1 1/2"5"1/2"1 1/2"1/2"5"1 1/2" DRAINABLE
E.I.F.S.
E.I.F.S. TRIM BAND
EXISTING E.I.F.S. WALL
FINISH TO REMAIN
EXISTING WALL
SHEATHING TO
REMAIN
EXISTING WALL
CONSTRUCTION TO
REMAIN
EXISTING E.I.F.S. WALL
FINISH TO REMAIN
EXISTING WALL
SHEATHING TO
REMAIN
E.I.F.S. TRIM BAND
EXISTING E.I.F.S. WALL
FINISH TO REMAIN
EXISTING WALL
CONSTRUCTION TO
REMAIN
EXTERIOR FINISH (VARIES) -
SEE EXTERIOR ELEVATION
CANOPY
(2) 1 3/4" X 9 1/2" LVL
BETWEEN EXISTING STUDS
AT CANOPY SUPPORT
PROVIDE "HUC410 MIN"
HANGER AT STUDS EACH
END WITH #10 X
1 1/2" LG "SD" SCREWS
INTO STUDS
LAG SCREWS, SEE CANOPY
SHOP DRAWINGS
PIPE / SLEEVE
THE USE OF THIS DETAIL IS NOT
ALLOWED ON FULLY ADHERED
INSTALLATIONS
NOTES
FACTORY WELD SKIRT. COMES WITH GRAVEL STOP.
A WOOD NAILER IS REQUIRED IF ONE OR MORE INCHES
OF INSULATION IS USED. TOP OF WOOD NAILER IS TO BE
FLUSH WITH TOP OF INSULATION. BE SURE THAT THE
WOOD NAILER EXTENDS AT LEAST 1/2" INCH BEYOND
THE HORIZONTAL EDGE OF THE SNAP-ON BASE.
THE FASTENERS USED TO ATTACH THE BASE TO WOOD
NAILERS, AND THE MEMBRANE TO THE FACE OF THE
NAILERS, MUST BE SPACED NO GREATER THAN 6 -
INCHES ON-CENTER WHEN ATTACHING TO THE BASE
WITHIN 10 - FEET (MIN.) OF THE OUTSIDE CORNERS OF
THE BUILDING.
ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10 -
FOOT LENGTHS OF SNAP-ON BASE & SNAP-ON COVER.
OVERLAP THE SNAP-ON COVERS BY 2 - INCHES BETWEEN
10-FOOT LENGTHS.
WHEN INSTALLING THIS DETAIL WITH A 6-INCH OLR
GREATER VERTICAL SURFACE, ADDITIONAL MECHANICAL
ATTACHMENT IS REQUIRED ON THE SNAP ON BASE.
ROOF MEMBRANE
FASTEN 6-INCHS ON CENTER WITH 1 1/4-LONG ROOFING
NAILS. INCREASE FASTENER SPACING TO 3-INCHES ON
CENTER AT THE CORNERS OF THE ROOF (10'-0" MIN.).
FASTENERS SHALL PENETRATE NAILER A MIN. OF 1-INCH.
DURO-LAST 4" PRE-FABRICATED GRAVEL STOP W/
FACTORY WELDED SKIRT. SHOULD EXTEND PAST NAILER
MIN. 1"
FACTORY PAINTED COMPRESSION METAL COVER.
1/2" IN 12" SLOPE HARD ISO FOAM BOARD CANT STRIP.
CONTACT LEE
COBB WITH
DUR0-LAST AT
800-434-3876 FOR
QUESTIONS
ABOVE THE TWO
PIECE SNAP ON
TRIM.
MEMBRANE
SHOULD NOT
EXTEND
BEYOND
WOOD NAILER.
6
8 4
7
1
9 4
5
10
2
3
1
2
3
4
5
6
7
8
9
10
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
TOWER PIER DETAIL1"=1'-0"1
TOWER PIER DETAIL1"=1'-0"2 TOWER PARAPET/LOUVER HEAD3"=1'-0"3 TOWER PARAPET CAP DETAIL3"=1'-0"4 TYPICAL COPING JOINT DETAIL1 1/2"=1'-0"5
TYPICAL CORNICE/PARAPET CAP 3"=1'-0"6
TYPICAL PARAPET CAP DETAIL3"=1'-0"7 LOUVER SILL3"=1'-0"8 TOWER RECESS DETAIL3"=1'-0"9
CEMENT BOARD TRIM BAND3"=1'-0"11 MIDDLE E.I.F.S. TRIM BAND 3"=1'-0"12 LOWER E.I.F.S. TRIM BAND3"=1'-0"13
CONSTRUCTION
DETAILS
A501
E.I.F.S. @ INSIDE CR.N.T.S.16 E.I.F.S. TRIM HIGH IM.N.T.S.17 E.I.F.S. BASE TERM.N.T.S.18 TYP. PARAPET CAPN.T.S.19 TYPICAL WINDOW WALL WATER PROOFINGN.T.S.20BLOCKING DETAIL3"=1'-0"15
DATE:REG. NUMBER:
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.
NAME:
SIGNATURE:
RICHARD W. JOHNSON
23406
FOR FRAMING AT ROOF REMODELING ONLY
XX.XX.XXXX
198
CE
I
OPEN TO
DRIVE-THRU
MOBILE & DELIVERY
PICKUP
MOBILE & DELIVERY
PICKUP
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.
1 B-2
TYP.6'-8"TYP.6'-8"TYP.6'-8"TYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.4'-0"TYP.EQ.EQ.4'-0"TYP.EQ.EQ.4'-0"TYP.EQ.EQ.EQ.7'-0"B.O. SOFFIT\A1;B.O. SOFFIT2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
2 WC-1
TYP.
3 CR-1
TYP.
4 P-1
TYP.
4 P-1
TYP.
4 P-1
TYP.4 P-1
TYP.
4 P-3 4 P-3
4 P-3 4 P-3
4 P-1
TYP.
4 P-1
TYP.
5 W-3
5 W-3
5 W-3
5 W-3
6 P-1 6 P-16P-1 6 P-16P-1 6 P-1
6 P-1 6 P-16P-1 6 P-1 6 P-16P-1
7
TYP.
7
TYP.
7
TYP.
8
8
9
9
9
9
10
10
11 11
11
11
6 P-36P-36P-3
12
12
12
121212
12
12 33 3312
12
33
12 33
13 SS-1 13 SS-1 13 SS-1
13 SS-1
G28014
15 G28114
15 G28214
15
G25814
15
1818
19 L-049
20 P-1
21 WC-3
22
23
24
25 P-3
25 L-2
25 P-3
25 L-2
2626
30
27
272727
28
6 P-16P-1
31
29
29
28
30
32 32
34 SS-1
35
35
36 B-2 36 B-2
37
37
20 P-1
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
INTERIOR
ELEVATIONS -
A600
F.O.H.
1.ENSURE THAT ALL SERVING COUNTERS,
BEVERAGE AND CONDIMENT COUNTERS DO
NOT EXCEED 34" MAXIMUM HEIGHT AFTER
FINISHED FLOOR.
2.ENSURE THAT THE INSTALLATION/PLACEMENT
OF ALL CONDIMENTS, LIDS, UTENSILS, ETC. ARE
IN COMPLIANCE WITH THE REACH RANGES OF
THE ADA.
3.INSTALL WALL TILE VERTICALLY, SO FULL TILES
IS AT THE TOP AND CUT TILE IS AT THE BOTTOM.
4.INSTALL WALL TILE HORIZONTALLY, SO A FULL
TILE IS CENTERED ON WALL AND CUT TILES ARE
EQUAL AT THE ENDS.
5.ALL WALL TILE TO BE INSTALLED PLUMB AND
LEVEL SO THAT ALL EDGES OF TILE TO TILE
HAVE A SMOOTH TRANSITION WITH NO RAISED
CORNERS OR HIGH POINTS.
6.ALL TILE METAL TRIM TO BE INSTALLED LEVEL
AND PLUMB. SEE ALUM. TRIM DETAILS ON A500.
7.PROVIDE SEALANT WITHIN CONTROL JOINTS
AND PAINT.
8.INSTALL VERTICAL ALUMINUM RONDEC TILE
TRIM STARTING AT THE CEILING WITH FULL
LENGTH PIECE SO THAT ALL ADDITIONAL TRIM
JOINTS WILL BE TOWARDS THE BOTTOM.
9.SEE SHEET A000 FOR FINISH
SPECIFICATIONS.
1 NEW TILE BASE AS SCHEDULED. SEE A000.
NEW WAINSCOT AS SCHEDULED. SUPPLIED BY DECOR
VENDOR AND INSTALLED BY BORDER FOODS
INSTALLER.
NEW CHAIR RAIL AS SCHEDULED. SUPPLIED BY DECOR
VENDOR AND INSTALLED BY BORDER FOODS
INSTALLER.
ALL GYP. BD. WALL SURFACES AT PUBLIC SPACES TO
BE PREPPED AND PAINTED AS SCHEDULED.
NEW WALL TILE AS SCHEDULED. SEE A000.
EXISTING GYP. BD. SOFFIT TO REMAIN. PREP AS
REQUIRED FOR NEW PAINT AS SCHEDULED.
NEW PENDANT LIGHT FIXTURE AS SCHEDULED. SEE
A204.
NEW EXIT LIGHT AS SCHEDULED. SEE A204.
NEW EMERGENCY LIGHT FIXTURE AS SCHEDULED. SEE
A204.
EXISTING ENTRY DOOR TO REMAIN. SEE A000 AND
A200 FOR ADDITIONAL INFORMATION.
EXISTING VESTIBULE DOOR TO REMAIN. SEE A000 AND
A200 FOR ADDITIONAL INFORMATION.
EXIST. ALUMINUM GLAZING SYSTEM TO REMAIN.
NEW SOLID SURFACE WINDOW SILL AS SCHEDULED.
SUPPLIED BY DECOR VENDOR AND INSTALLED BY
BORDER FOODS INSTALLER.
FOR ARTWORK/MURAL DESCRIPTION REFER TO
ARTWORK SCHEDULE ON A203.
28" X 40" FRAMED ART PANELS SUPPLIED BY OWNER,
INSTALLED BY CONTRACTOR.
NOT USED.
NOT USED.
RELOCATED EXISTING EQUIPMENT. SEE A205.
NEW DIGITAL MENU BOARDS. PROVIDE
NEW/RELOCATE EXISTING POWER AND DATA AS
REQUIRED. SEE A204 AND A700.
EXISTING MENU BOARD SOFFIT TO BE RAISED TO 7'-0".
PATCH AND REPAIR AS REQUIRED FOR LIKE NEW
FINISH. PROVIDE STAINLESS STEEL GUARD AT
UNDERSIDE OF SOFFIT ENTIRE LENGTH. SEE DETAIL
4B/A500 SIMILAR.
RELOCATED EXISTING FRONT COUNTER. CUSTOMER
SIDE OF UNDER COUNTER WALL TO BE REFINISHED AS
SCHEDULED.
RELOCATED EXISTING POS SHROUD.
RELO. EXIST. MOBILE ORDER PICK-UP CUBBY.
ORDER KIOSK MOUNTED TO COUNTER. SEE A205.
NEW TOILET ROOM DOOR AND FRAME AS
SCHEDULED. SEE A000 AND A200.
NEW ACCESSIBLE RESTROOM SIGN. SEE 6/A201 FOR
MOUNTING.
PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED
AND BUILT-IN COUNTERS/EQUIPMENT ABUT WALL
SURFACES. WHERE GAP BETWEEN WALL AND
COUNTER SPLASH/EQUIPMENT EXCEEDS 1/4",
PROVIDE STAINLESS STEEL CLOSURE ANGLE.
INSTALL TILE END TRIM. SEE DETAIL 1/A500.
INSTALL TILE END TRIM. SEE DETAIL 2/A500.
INSTALL TILE CORNER TRIM. SEE DETAIL 3/A500.
ALIGN TOP TILE TRIM WITH TOP OF STAINLESS STEEL
TRIM AS SHOWN.
INSTALL S.S. END WALL GUARD. SEE DETAIL 4B/A500.
NEW ALUMINUM GLAZING SYSTEM AS SCHEDULED.
SEE A000 AND A200.
PORTION OF EXISTING COUNTERTOP TO BE REPLACED
WITH NEW AS SCHEDULED.
NEW FREE STANDING MOBILE ORDER PICK-UP CUBBY.
SUPPLIED BY DECOR VENDOR AND INSTALLED BY
BORDER FOODS INSTALLER.
PROVIDE TILE BASE AS SCHEDULED ALONG BOTTOM
OF REAR AND SIDE SERVING WALL - ENTIRE LENGTH -
REFER TO DETAIL 9/A500 FOR TILE BASE AT ACRYLIC
RESIN FLOORING.
8" X 16" 18 GAUGE STAINLESS STEEL CHASE ALONG
WALL FOR ICE MACHINE REFRIGERANT LINES AND
SYRUP LINES TO TOP OF ICE MACHINE. VERIFY
ACTUAL SIZE REQUIRED. SEAL ALL EDGES.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
27
28
29
30
31
32
33
34
35
36
SERVING/CUSTOMER/DINING INTERIOR ELEVATION3/8"=1'-0"1 DINING INTERIOR ELEVATION3/8"=1'-0"2
DINING/SELF-SERVE/SERVING INTERIOR ELEVATION3/8"=1'-0"3 SELF-SERVE/CUSTOMER/DINING INTERIOR ELEVATION3/8"=1'-0"4
VESTIBULE #1 INTERIOR ELEVATION3/8"=1'-0"5 VESTIBULE #1 INTERIOR ELEV.3/8"=1'-0"6 VESTIBULE #1 INTERIOR ELEVATION3/8"=1'-0"7 VESTIBULE #1 INTERIOR ELEV.3/8"=1'-0"8
VESTIBULE #2 ELEV.3/8"=1'-0"9 VESTIBULE #2 INT. ELEV.3/8"=1'-0"10 VESTIBULE #2 ELEV.3/8"=1'-0"11 INTERIOR ELEVATIONS - F.O.H. KEY NOTES13GENERAL NOTES12
26
37
199
1
6
24
3
6 6 6S-XX5
19
23
6
66B-4
TYP.
7
6
5 6 6 5
K-504 K-504 K-504
B-140
12
R-928
5
5
5
5
3'-0"K-498 K-498
6 6
K-383
6
P-XX4
N-061 6
5
5
5
5
N-071
N-208K-XX1
B-4
TYP.
7
B-4
TYP.
7 B-4
TYP.
7 B-4
TYP.
7 B-4
TYP.
7
B-4
TYP.
7
8
TYP.
8
TYP.
8
TYP.
8
TYP.
8
TYP.
9 9 9 9
18
24
24
19
24 24
19
FRP-120 FRP-1
20
21
22 22
25 25
C-400
975 W 78TH ST
CHANHASSEN, MN 55317
STORE #17983
TB24-12
GGD
03.31.2025BID/PERMIT:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDT
Owner:
5358 JACKSON DRIVE, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Tenant:
BORDER FOODS, LLC
5425 BOONE AVE N
NEW HOPE, MN 55428
Contact: Nate Wenger
Phone: 763.489.3004
ENDEAVOR
40 SEATS / 2,307 S.F.
TACO BELL - CHANHASSEN, MN
1440 Northland Drive, Suite 250
Mendota Heights, MN 55120
651.690.5525 // www.finn-daniels.com
I hereby certify that this plan, specification, or
report was prepared by me
or under my direct supervision and that
I am a duly Licensed Architect in
the State of Minnesota.
REBECCA L. OLSON
Typed Name
#49243
Date
03.31.2025
License Number
INTERIOR
ELEVATIONS -
A601
B.O.H.
SERVING/DRIVE-THRU INTERIOR ELEVATION3/8"=1'-0"1 DRIVE-THRU/KITCHEN INTERIOR ELEVATION3/8"=1'-0"2
WASHING INTERIOR ELEVATION3/8"=1'-0"3 WASHING/TB COOK INTERIOR ELEVATION3/8"=1'-0"4 TB COOK INTERIOR ELEVATION3/8"=1'-0"5 PREP INTERIOR ELEVATION3/8"=1'-0"6
UTILITY INTERIOR ELEVATION3/8"=1'-0"7 NOT USED8 NOT USED9 NOT USED10 NOT USED11
NOT USED12 NOT USED13 INTERIOR ELEVATIONS - B.O.H. KEY NOTES14
1 RELOCATED EXISTING FRONT COUNTER. SEE SHEETS A203 AND A600
FOR ADDITIONAL INFORMATION.
RELOCATED EXISTING POS SHROUD.
RELOCATED EXISTING MOBILE ORDER PICK-UP CUBBY.
ORDER KIOSK MOUNTED TO COUNTER. SEE SHEET A205.
EXISTING EQUIPMENT TO REMAIN. SEE SHEET A205.
RELOCATED EXISTING EQUIPMENT. SEE SHEET A205.
NEW ACRYLIC RESIN COVED BASE AS SCHEDULED. SEE DETAIL 8/A500.
EXISTING FRP WALL FINISH TO REMAIN.
EXISTING STAINLESS STEEL WALL PANEL TO REMAIN.
NOT USED.
NOT USED.
NEW DRIVE-THRU WINDOW. SEE SHEETS A000 AND A200.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
INSTALL STAINLESS STEEL CORNER GUARD. SEE DETAIL 4A/A500.
INSTALL STAINLESS STEEL END WALL GUARD. SEE DETAIL 4B/A500.
NEW FRP WALL FINISH AS SCHEDULED ON WALLS INDICATED. SEE
SHEET A203.
G.C. TO INSTALL OWNER SUPPLIED STAINLESS STEEL WALL PANEL. SEE
SHEET A203.
EXISTING EXHAUST HOOD TO REMAIN.
6" X 6" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR FRUITISTA
REFRIGERANT LINES. FROM 6" ABOVE CEILING TO TOP OF FRUITISTA
MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES.
EXISTING STAINLESS STEEL CORNER/END WALL GUARD TO REMAIN.
8" X 16" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR ICE
MACHINE REFRIGERANT LINES AND SYRUP LINES TO TOP OF ICE
MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES.
21
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
22
23
24
25
200
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STA'IE OF MINNESOTA)
)ss
COUNTYOFCARVER )
I, Jenny Potter, being first duly swom, on oath deposes that she is and was on
April 24,2025, the duly qualified and acting City Clerk of the City ofChanhassen, Minnesota;
that on said date she caused to be mailed a copy ofthe attached notice Consider the request for
the renovation of the exterior of the Taco Bell building, which requires an amendment to
the current architectural design requirements of the Planned Unit Development Ordinance
for the Chanhassen Retail Center. Owner: 5358 Jackson Drive, LLC, Applicant: Finn
Daniels Architects to the persons named on attached Exhibit "A", by enclosing a copy ofsaid
notice in an envelope addressed to such owner, and depositing the envelopes addressed to all
such owners in the United States mail with postage lully prepaid thereon: that the names and
addresses ofsuch owners were those appearing as such by lhe records olthe County Treasurer.
Carver County. Minnesota, and by other appropriate records.
.lenny Po ;C ity Clerk
Subscribed and sworn to betbre me
this ZI day .2025.
AMY K. WEIDMAN
Notary Public-Minnesota
uy Commhsloo Erplre€ $n 31, m27
of Apr i\
Ao"1 I Ltrl,.mnn
Notary Public
201
NOTICE OF PUBLIC HEARING
CHANHASSEN PLANNING COMMISSION MEETING
NOTICE OF PUBLIC HEARING
CHANHASSEN PLANNING COMMISSION MEETING
Date & Time:
Tuesday, May 6, 2025 at 6:00 p.m.
This hearing may not start until later in the evening,
depending on the order of the agenda.
Location: City Hall Council Chambers, 7700 Market Blvd.
Proposal:
Consider a request for the renovation of the exterior
of the Taco Bell building, which requires an
amendment to the current architectural design
requirements of the Planned Unit Development
Ordinance for the Chanhassen Retail Center.
Applicant: Finn Daniels Architects
Property
Location:
975 West 78th Street
A location map is on the reverse side of this notice.
What Happens at
the Meeting:
The purpose of this public hearing is to inform you
about the applicant's request and to obtain input from
the neighborhood about this project. During the
meeting, the Chair will lead the public hearing through
the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans for the project.
3. Planning Commission discusses the proposal.
4. Public hearing is opened taking comments from
the public.
5. Public hearing is closed and the Planning
Commission continues discussion on the project
prior to voting on the project.
Questions &
Comments:
To view project information
before the meeting, please visit
the city’s proposed development
webpage:
www.chanhassenmn.gov/proposeddevelopments
Sign up to receive email updates about this or other projects. Go to
https://www.chanhassenmn.gov/i-want-to/subscribe
Date & Time:
Tuesday, May 6, 2025 at 6:00 p.m.
This hearing may not start until later in the evening,
depending on the order of the agenda.
Location: City Hall Council Chambers, 7700 Market Blvd.
Proposal:
Consider a request for the renovation of the exterior
of the Taco Bell building, which requires an
amendment to the current architectural design
requirements of the Planned Unit Development
Ordinance for the Chanhassen Retail Center.
Applicant: Finn Daniels Architects
Property
Location:
975 West 78th Street
A location map is on the reverse side of this notice.
What Happens at
the Meeting:
The purpose of this public hearing is to inform you
about the applicant's request and to obtain input
from the neighborhood about this project. During
the meeting, the Chair will lead the public hearing
through the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans for the project.
3. Planning Commission discusses the proposal.
4. Public hearing is opened taking comments from
the public.
5. Public hearing is closed and the Planning
Commission continues discussion on the project
prior to voting on the project.
Questions &
Comments:
To view project information
before the meeting, please
visit the city’s proposed
development webpage:
www.chanhassenmn.gov/proposeddevelopments
Sign up to receive email updates about this or other projects. Go to
https://www.chanhassenmn.gov/i-want-to/subscribe
202
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the user's access or
use of data provided.
«Tax_name»
«Tax_add_l1»
«Tax_add_l2»
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the user's access or
use of data provided.
«Next Record»«Tax_name»
«Tax_add_l1»
«Tax_add_l2»
Subject
Parcel
Subject
Parcel
203
Tax name Tax add l1 Tax add l2
5358 JACKSON DRIVE LLC 5425 BOONE AVE N NEW HOPE, MN 55428-3614
CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317-
ECKANKAR PO BOX 2000 CHANHASSEN, MN 55317-2000
HALLA FAMILY LP 6601 MOHAWK TRL MINNEAPOLIS, MN 55439-1029
ISTAR MINNESOTA LLC 1114 AVENUE OF THE AMERICAS FL NEW YORK, NY 10036-
OAK HILL HOMEOWNERS ASSN PO BOX 207 CHANHASSEN, MN 55317-
RIDGEVIEW MEDICAL CENTER 500 MAPLE ST S WACONIA, MN 55387-
TARGET CORPORATION T-0862 PO BOX 9456 MINNEAPOLIS, MN 55440-9456
VEREIT CNL FUNDING 2000-A GP LLC 11995 EL CAMINO REAL SAN DIEGO, CA 92130-2539
WEST VILLAGE STATION LLC & IPX WEST VILL PO BOX 182334 COLUMBUS, OH 43218-
WILLOW-MN LLC 3405 E EASTMAN AVE DENVER, CO 80210-
204
205
City Council Item
May 12, 2025
Item Ordinance XXX: Amending Chapter 1 and Chapter 20 regulating attached and
internal accessory dwelling units
File No.Item No: D.9
Agenda Section CONSENT AGENDA
Prepared By Rachel Jeske, Planner
Reviewed By Eric Maass
SUGGESTED ACTION
"Motion to adopt the ordinance amending Chapter 1 and Chapter 20 regulating attached and internal
accessory dwelling units and approve the summary ordinance for publication."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The City Council has previously discussed Attached and Internal ADUs during their work sessions on
April 14 and March 24. The Planning Commission held a work session on July 2, 2024 to review
Accessory Dwelling Units and held a public hearing for this specific ordinance at their meeting on May
6, 2025.
The attached ordinance would define "Attached and Internal Accessory Dwelling Units" as well as
establish which zoning districts they were allowed as an accessory use and establish performance
standards related to attached or internal accessory dwelling units.
The attached ordinance also clarifies the staff interpretation that properties are allowed 1,000 total
square feet of accessory structure space. The clarification ensures that the 1,000 square foot size
limitation is an aggregate of all structures and would not potentially permit multiple accessory
structures so long as each was under 1,000 square feet.
206
BACKGROUND
The Planning Commission held a public hearing at their meeting on May 6. No members of the public
spoke during the public hearing.
DISCUSSION
BUDGET
RECOMMENDATION
Planning Commission recommended unanimous approval of the ordinance.
ATTACHMENTS
Summary Ordinance - Attached and Internal ADUs
Attached or Internal ADU Ordinance
207
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
SUMMARY OF ORDINANCE NO.XXX
AN ORDINANCE AMENDING CHAPTER 1 DEFINITIONS AND CHAPTER 20,
ZONING OF THE CHANHASSEN CITY CODE
The purpose of these Code amendments are as follows:
Amend Section 1-2 to define “Attached or Internal Accessory Dwelling Units” as well as
establish them as permitted accessory uses within the A2, RR, RSF, R-4, RLM, and PUD-R
zoning districts and adopt performance requirements for attached or internal accessory dwelling
units within the City of Chanhassen.
This ordinance shall go into effect upon passage of the ordinance by City Council.
A printed copy of Ordinance No. ____is available for inspection by any person during
regular office hours at the office of the City Manager/Clerk.
PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 12th day of May,
2025, by the City Council of the City of Chanhassen.
(Publish in the ___________________ on[__________________])
g:\plan\_city code\2025\adus attached and internal\summary of ordinance_attached and internal adus.docx
208
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 1 AND CHAPTER 20
CHANHASSEN CITY CODE,
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS:
Section 1. Section 1-2 of the City Code, City of Chanhassen, Minnesota, is hereby amended to
include the following:
Section 1-2 Rules of Construction and Definitions
Dwelling, Attached or Internal Accessory Dwelling Unit, means a residential dwelling unit that
is subordinate and clearly incidental to a primary structure, located on the same lot as a single-
family dwelling unit, within the same building as the single-family dwelling unit with its own
kitchen, living, bathroom and sleeping area.
Section 2. Section 20-59 of the City Code, City of Chanhassen, Minnesota, is hereby deleted in
its entirety.
Section 3. Section 20-573 of the City Code, City of Chanhassen, Minnesota, which regulates the
A-2 Agricultural Estate zoning district is hereby amended to include a new subsection (l) to read
as follows:
(l) Attached or Internal Accessory Dwelling Unit (subject to the requirements of section 20-
974).
Section 4. Section 20-593 of the City Code, City of Chanhassen, Minnesota, which regulates the
RR Rural Residential zoning district is hereby amended to add a new section (k) to read as
follows:
(k) Attached or Internal Accessory Dwelling Unit (subject to the requirements of section 20-
974).
Section 5. Section 20-613 of the City Code, City of Chanhassen, Minnesota, which regulates the
RSF Residential Single Family zoning district is hereby amended to add a new subsection (j) to
read as follows:
(j) Attached or Internal Accessory Dwelling Unit (subject to the requirements of section 20-
974).
209
Section 6. Section 20-633 of the City Code, City of Chanhassen, Minnesota, which regulates the
R-4 Mixed Low Density Residential zoning district is hereby amended to add a new subsection
(i) to read as follows:
(i) Attached or Internal Accessory Dwelling Unit (subject to the requirements of section 20-
974).
Section 7. Section 20-643 of the City Code, City of Chanhassen, Minnesota, which regulates the
RLM Residential Low and Medium Density zoning district is hereby amended to add a new
subsection (h) to read as follows:
(h) Attached or Internal Accessory Dwelling Unit (subject to the requirements of section 20-
974).
Section 8. Section 20-502 of the City Code, City of Chanhassen, Minnesota, which regulates the
Planned Unit Development (PUD) zoning district is hereby amended to add a new subsection (d)
to read as follows:
(d) Attached or Internal Accessory Dwelling Unit (subject to the requirements of section 20-
974).
Section 9. Section 20-974 of the City Code, City of Chanhassen, Minnesota, is hereby added to
read as follows:
Sec 20-974 Attached or Internal Accessory Dwelling Units
(a) Purpose and Intent. In order to accommodate the housing needs of residents while
protecting the public health, safety and general welfare of the community, the Council
finds that these regulations are necessary in order to:
(1) Create new housing units while respecting the appearance and character of
single-family dwellings;
(2) Provide housing that responds to changing family needs, privacy standards and
household sizes;
(3) Make more efficient use of existing housing stock and infrastructure; and
(b) Standards
(1) Zoning district. Attached or Internal Accessory Dwelling Units may only be
located within the A2, RR, RSF, R-4, RLM, and PUD-R residential zoning
districts.
(2) Location. An accessory dwelling unit may be attached to or internal to a single-
family dwelling with building permit approval.
210
(3)Design and access. Accessory Dwelling Units may be separate from the single-
family dwelling unit by means of a wall or floor and have a separate entrance
than the primary dwelling unit. The separating wall may have a door connecting
the accessory dwelling unit to the primary dwelling unit.
(4)Size.Accessory Dwelling Units must meet the following size standards:
(a)Minimum size. Accessory Dwelling Units must be at least 200 square
feet in area.
(b)Maximum size. Accessory Dwelling Units must be less than 960
square feet in area.
(5)Bedrooms. No more than one bedroom is permitted in the accessory dwelling
unit.
(6)Number of Accessory Dwelling Units. Not more than one accessory dwelling
unit shall be allowed per single-family detached lot.
(7)Setbacks. Any accessory dwelling unit shall comply with the same minimum
building setback requirements as required for the principal dwelling unit.
(8)Stairways. Stairways leading to an internal accessory dwelling unit located
above the ground floor of a principal residential structure shall be enclosed or
located entirely to the rear of the principal residential structure.
(9)Height. The maximum height for an accessory dwelling unit shall be as
prescribed for principal structures in the applicable zoning district.
(10)Impervious Lot Coverage. The allowed area for an attached accessory dwelling
unit shall be determined by the permitted hardcover percentage in the applicable
zoning district as well as any restrictions associated with applicable shoreland
regulations.
211
(11) Architectural Design. An accessory dwelling unit shall be a clearly incidental
and subordinate use. The exterior design of an accessory dwelling unit shall
incorporate similar architectural styles, roof pitch, colors, and materials as the
principal building on the lot, and shall be compatible with the character of the
surrounding residential buildings, subject to approval by the Community
Development Director or their designee.
(12) Parking. No additional off-street parking spaces are required with the
construction of an accessory dwelling unit.
(13) Owner Occupancy. An owner of the property that includes an accessory
dwelling unit that is internal or attached to a principal residential structure, and
where the accessory dwelling unit is not a separate dwelling unit under the
Minnesota State Building Code, must occupy at least one (1) dwelling unit on
the zoning lot as their primary place of residence. If an owner is unable or
unwilling to fulfill the requirements of this section, the owner shall remove
those features of the accessory dwelling unit that make it a dwelling unit.
Failure to do so will constitute a violation of this section.
(14) Rental. Accessory Dwelling Units may not be used as rental properties,
including short-term rentals, as defined by the City Code.
(15) Utilities. Unless otherwise approved by the City Engineer, the accessory
dwelling unit shall not have separate public sewer or water utility services from
the principal structure.
(16) Building Code Compliance. The principal dwelling unit and accessory
dwelling unit shall be created and maintained in compliance with Chapter 7-II of
the City Code. The accessory dwelling unit and the associated single-family
dwelling unit shall also meet current State Building Code provisions, including,
but not limited to, fire resistance standards between units.
(17) Fire Code Compliance. The principal dwelling and accessory dwelling unit
shall be created and maintained in compliance with Chapter 5 of the Minnesota
State Fire Code.
(18) Property Maintenance Code. The principal residential structure and the
accessory dwelling unit shall be constructed and maintained in compliance with
the property maintenance requirements set forth in the City Code.
(19) Shoreland and Watershed District. All applicable state shoreland and watershed
district requirements must be met.
(c) Accessory Dwelling Unit application requirements. Any application for an accessory
dwelling unit must be accompanied by:
(1) Existing conditions survey showing property lines, existing and proposed
structures, existing and proposed impervious surface areas, and setbacks.
212
(2) Elevation drawings depicting the proposed structure from all four directions; and
(3) A floor plan of the accessory dwelling unit indicating points of entrance and floor
areas.
(4) In the event an accessory dwelling unit is proposed entirely within the existing
floor area of a single-family dwelling, the existing conditions survey is not
required, and elevations drawings are required only for those elevations proposed
to be altered.
(d) Temporary family health care dwellings. Pursuant to the authority granted by
M.S. 462.3593, subd. 9, as it may be amended from time to time, the city opts-out
of the requirements of M.S. 462.3593, which defines and regulates temporary
family health care dwellings.
Section 10. Section 20-904(a)(1) of the City Code, City of Chanhassen, Minnesota, is hereby
amended to read as follows:
(1) In the A2, RR, RSF, RLM and R-4 districts the total square footage of all accessory
structures shall not exceed 1,000 square feet. In the RSF, RLM and R4 districts these
structures may encroach into the rear setback as follows:
a. Less than 140 square feet, minimum rear setback is five feet.
b. One hundred forty-one to 399 square feet, minimum rear setback is ten feet.
c. Four hundred square feet and above, minimum rear setback is 30 feet, except in the
RLM district where the minimum rear setback is 25 feet.
Section 11. This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this ___day of _____, 2025, by the City Council of the City
of Chanhassen, Minnesota
______________________________________________________________
Jenny Potter, City Clerk Elise Ryan, Mayor
(Published in the ____________ on ______________________________)
213
City Council Item
May 12, 2025
Item Quarterly Fire Department Update & 2024 Annual Report Overview
File No.Item No: F.1
Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE
Prepared By Andrew Heger, Fire Chief
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Operational Excellence
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Fire Department 2024 Annual Report
214
CITY OF CHANHASSEN
7700 Market Boulevard
Chanhassen, MN 55317
952-227-1100
2024FIRE DEPARTMENTANNUAL REPORT
215
CONTENTS1
2
3
8
9
10
10
11
STAFF & ADMINISTRATION
Organizational Chart
DEMOGRAPHICS
OPERATIONS
Incident Statistics
TRAINING
Hours
Cost & Wages
FIRE PREVENTION
FIRE INSPECTIONS
FIRE INVESTIGATIONS
ACCOMPLISHMENTS
216
1
STAFF
DECEMBER 2024
CAPTAIN 3
PAID ON CALL
CAPTAIN 2
FULLTIME FIREFIGHTER
PAID ON CALL
LIEUTENANT
ASSISTANT CHIEF
DON NUTTER
FIRE CHIEF
ANDREW HEGER
BATTALION CHIEF
CAPTAIN 1
FULLTIME FIREFIGHTER
PAID ON CALL
BATTALION CHIEF 3
JIM VAN ASTEN
LORRELLE LARSON
BRYAN O’KEEFFE
DAN MARTINEZ
MIKE ANDERSON
MICHAEL HINES
ERIC BRANDT MATT WARDEN
ANNA BOOTE
ANDY GISCH
RAY BOLGER
DAN RYAN
MARTYNAS SIDLAUSKAS
MATT KUTZ
MATT GRADY
ALFRED BARTLES
CHAD OLSEN
MATT KLEY
DAWN SMITH
ROSIE MURPHREE
CODY BALK
DAN EASTMAN
THOMAS ERDMANN
CODY PRIBBLE
MAT VONBANK
DAISY ANDERSON, CRRS
KEEGAN GESKE
MARISSA SMITH
ANA FATTURI, ADMIN
& FIRE INSPECTOR
FULLTIME FIREFIGHTER
BECKI ROWAN-WHITE JIM VAN ASTEN JOHN VANCE
BATTALION CHIEF 4 BATTALION CHIEF 6
EVEN THORESON
RAY RINDAHL
BATTALION CHIEF 5
LIEUTENANT
ROB FRISBEE
217
2
DEMOGRAPHICS
5
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212
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MinnewashtaMinnewashta LakeLake
LucyLucy
LakeLake
AnnAnn
RiceRice
MarshMarsh
LakeLake
RileyRiley
RiceRice
LakeLake
Lake SusanLake Susan
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a
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Pioneer Trl.Pioneer Trl.GGrreeaatt PPllaaiinnss BBllvvdd..WEST BOXWEST BOX
NORTH BOXNORTH BOX
DEPARTMENT
FIRE ZONE MAP
SOUTHSOUTHBOXBOX
POPULATION
26,361
14,580 acres (22.8 sq. miles)
2,667 acres & 70 miles of trails
carver & Hennepin
9,921
SERVICE AREA
PARKS, RECREATION & PRESERVES
COUNTIES
prescHool »Children of Tomorrow »Crème de la Crème »Chanhassen KinderCare »Little Saints Preschool »New Horizon Academy »Small World Child Care »Primrose School of Chanhassen »The Goddard School »Westwood Preschool »Riley Crossing Preschool
UNIQUE AREAS
& BUSINESSES »Chanhassen Dinner Theatre »Eckankar »General Mills »Lifetime Fitness »Minnesota Landscape Arboretum »Paisley Park »RR Donnelley »Rosemount Inc »Snap Fitness »NOAA National Weather Service
private »Chapel Hill Academy »St. Hubert Catholic School
public »Bluff Creek Elementary »Chanhassen Elementary School »Chanhassen High School »Minnetonka Middle School West
HOUSEHOLDS
SCHOOLS
218
3
OPERATIONS
Calls for service rose 9% from 2023 to 2024. Calls for EMS response accounted for 62% of the calls for service
in 2024. Call types experienced nominal changes from 2023 to 2024.
2024 CALLS FOR SERVICE BY TYPE
Good Intent - 4%Service - 12%Fire - 3%Alarm - 12%
Rescue & Emergency Medical Service - 62%Hazardous Condition - 7%
CALLS PER YEAR
2019
1,002
2020
917
2021
1,078
900
1200
1500
2022
1,202
2024
1,482
1,359
2023
The Fire Department also assisted in calls for rupture/explosion (1), severe weather/nature (1) and disaster (1),
which made up less than 1% of the calls for service in 2024.
219
4
Calls for EMS response accounted for 62% of the calls for service in 2024. EMS calls rose 29.6%
between 2022 and 2023. Most other call types experienced nominal changes.
The monthly average for the year was 123.5 calls per month with six months above average.
Incidents by Category 2020 2021 2022 2023 2024
Fire 48 36 39 40 38
Rescue & Emergency Medical Service 535 670 752 872 927
Hazardous Condition 59 69 68 60 96
Service Call 70 73 112 176 175
Good Intent Call 103 114 87 82 60
Commercial/Residential Fire Alarms 102 116 144 129 182
Severe Weather 1
Explosion 1
Totals:917 1,078 1,202 1,359 1,482
Incidents by Category 2020 2021 2022 2023 2024
Total Calls 917 1,078 1,202 1,359 1,482
Fire Related Calls 48 36 45 40 38
EMS Responses 387 599 673 872 856
Motor Vehicle Accidents with Injury 48 40 53 48 51
Alarm Calls - Residential & Commercial 102 115 140 129 182
Good Intent Calls 101 116 96 82 60
Dispatched and Canceled En Route 31 36 29 34 29
EMS Dispatched and Canceled En Route 33 30 41 23 14
Breakdown of Fire Type Calls 2020 2021 2022 2023 2024
Building Fires 25 17 18 18 15
Cooking Fires 6 3 3 4 8
Grass Fire 3 4 3 2 1
Car Fire 3 6 5 10 6
Other Types of Fires 11 6 9 6 8
CALLS BY MONTH COMPARISON
JAN.FEB.MAR.APR.MAY JUNE JULYAUG.SEPT.OCT.NOV.DEC.0
30
60
90
120
150
2022 2023 2024
130
141148
138
130 132
220
5
Breakdown of Calls
by Time Received
Total Time of day
929
Seven Days
a Week
(0800-1800)
328
Seven Days
a Week
(1800-2200)
353
Overnight
Calls
(2200-0800)
The community depends on a highly trained and proficient team of firefighters to deliver exceptional service
in times of need. To achieve this, firefighters undergo extensive training across a wide range of skills
to address the diverse needs of community members. As illustrated in the accompanying graphic, these
skills encompass everything from extinguishing fires to assisting residents who have fallen. Firefighters
continually update their training to ensure they consistently provide the highest level of service to the
community.
Primary Action Taken TOTAL
Assessment and vitals, Packaging and loading 337
Investigate 191
Packaging and loading 177
Assessment and vitals 167
Investigate, no further actions 161
Lift Assist, no transport 140
Investigate, unfounded 125
No patient contact 110
Provide first aid & check for injuries, Packaging and loading 57
Canceled en route 49
DUTY CREW
1453
2024
TOTAL CALLS
1,482
GENERAL ALARMS
28
221
6
20242020202120222023
50
100
150
200
250
300
350
12 - 4 AM 4 - 8 AM 12 - 4 PM 4 - 8 PM8 AM - 12 PM 8 PM - 12 AM
CALLS BY TIME OF DAY
CALLS BY DAY OF WEEK
Fridays15%
Thursdays13%
Saturdays15%
Sundays13%
Mondays15%
Tuesdays15%
Wednesdays14%
CALLS FOR SERVICE BY DISTRICT
North - 73%
South - 8%
West - 18%
Other - 1%
222
7
Payroll Hours by Type 2022 2023 2024
Event Hours 676 1327.25 232
Duty Crew Hours 13,767 9,918.5 13,544
Call Hours 2,573 986.25 346
2024 Mutual Aid Table GIVEN RECEIVED
Chaska 2 5
Eden Prairie 2 4
Excelsior 6 2
Minnetonka 1 3
Shakopee 0 1
Victoria 3 2
Total 14 10
The table above illustrates mutual aid in both received and
given. The table shows we are sending units to assist other
cities about as much as we are receiving assistance. Several
of these incidents included multiple departments’ aid for a
single incident; in total, only 10 incidents received mutual aid.
223
8
TRAINING
In 2024 Chanhassen Firefighters completed
over 1,205 total training hours. These hours are
a combination of in-person training outside of
typically scheduled hours; training completed
on shift; specialized training outside of shift
hours; Fire Academy and EMT certification
training; and online training hours. Our in-person
training consists of Fire, EMS, Leadership and
Development/Continuing Education hours. The
online training includes OSHA requirements, State
Licensing Requirements, EMS and Leadership/
Development/Continuing Ed training. Additional
certifications such as Blue Card, Fire Inspector
and Fire Investigation require annual continuing
education hours outside of the normal licensing
requirements for the State of MN.
COMMUNITY RISK REDUCTION:
$7,500
CONFERENCE & TRAINING:
$25,500
An average training per firefighter is: 32.5 hours
in person outside of scheduled shifts; 30.7 hours
on shift. Several firefighters earned their FAA Part
107 certification, allowing them to operate the
department’s Unmanned Aerial Vehicle.
TRAINING WAGES BY YEAR
2020 2021 2022 20230
5000
10000
15000
20000
25000
30000
35000
$28,276.97
$19,950.40
$31,906.24
$34,607.32
2024
$23,682.00
There has been a reduction in training wages over
the last year due to a large portion of training
taking place on shift during paid hours.
224
9
FIRE PREVENTION
In 2024, Chanhassen Fire was able to expand our Community Risk Reduction activities due to changes in our
staffing model, giving us more on duty personnel to cover these types of events. We were able to provide
over 72 Community Risk Reduction Educational Events for the community. We provide programs to local
businesses such as: Hands Only CPR and AED training; Fire Extinguisher training; and Emergency Planning/
Fire Drills. We also offer several programs on fire and personal safety to Senior Living communities. During
October we turn Fire Prevention Week into a month-long activity and visit or welcome to the Fire Station
over 1000 students, teachers and families from local schools and daycares for fire prevention activities.
The 2024 Fire Department Open House was a huge success. The Live Burn Trailer, Kids Firefighter Obstacle
Course and the auto extrication demonstration were again very popular events. We estimated over 1000
attendees for the event.
225
10
FIRE INVESTIGATIONS
The Chanhassen Fire Department investigates all fires in our
community and assists with some investigations outside our city for
mutual aid calls. The Chanhassen Fire Marshal/Assistant Fire Chief
and Fire Chief oversee all fire investigations. They are aided by the
State Fire Marshal’s Office as needed. Last year they performed 11 fire
investigations. These investigations include: Residential Structure
Fires, Commercial Fires, Vehicle Fires and Outdoor Grass and
Vegetation Fires. The fire department works with the Carver County
Sheriff’s Department on all arson-related fires.
FIRE INSPECTIONS
The Chanhassen Fire Department Fire Marshal’s division completed
several aspects of fire inspections in our community. Led by the
Assistant Fire Chief, firefighters who are cross trained as inspectors,
completed the following:
»Code violation inspections and follow up
»Annual Inspections for all liquor-licensed facilities
»Annual inspections for all adult care, child care, schools and
other vulnerable populations
»Commercial business inspections based on need or rotating
schedule (3-5 years)
»Hotel and DHS Licensed facilities annually
»Commercial construction, fire sprinkler and fire alarm
inspections
»Plan reviews for all projects and permits
In 2024, the fire department completed 132 fire inspections and 195
plan reviews.
226
11
ACCOMPLISHMENTS
STAFFING CHANGES
In 2024, the fire department expanded its full-
time staff to ten with the addition of two new
positions: a full-time firefighter on a shift rotation
and a Community Risk Reduction Specialist.
The firefighter was paired with a full-time captain,
ensuring 24-hour coverage for the community.
This new schedule allowed paid-on-call staff to
focus on night and weekend shifts, reducing the
need for daytime coverage.
The Community Risk Reduction Specialist role was
created to strengthen community engagement
through outreach and education. Initial efforts
have focused on Hands-Only CPR training and fire
safety presentations. Additional programs are
in development to further enhance community
outreach and education, with the overarching goal
of reducing risk and improving public safety.
227
12
ACCOMPLISHMENTS
TOYS FOR TOTS
Each year, the department partners with the Marine
Corps Reserve during the holiday season to host a Toys
for Tots drop box. In 2024, the department collected a
total of 2,332 toys on behalf of the program. These toys
were all donated by generous members of the community
and local businesses to bring a little holiday cheer to a
child in need.
TECHNOLOGY
In 2024, the fire department made a significant
investment in technology by consolidating five
individual software platforms into a single, integrated
system. This upgrade streamlined department
operations, enhanced situational awareness for
incident responses and introduced new services for the
community.
One of the key additions is the Community Connect
module. This tool allows residents and businesses to
create a profile for their home or property, sharing vital
information with fire department responders in the
event of an emergency. With this knowledge readily
available, responders can act more efficiently and
effectively when every second counts.
228
City Council Item
May 12, 2025
Item
Resolution 2025-XX: Accept the Bids and Award the Contract for the 2025
City Pavement Rehabilitation Project; and Resolution 2025-XX: Adopt Final
Assessment Roll for the 2025 City Pavement Rehabilitation Project; and
Resolution 2025-XX: Approving the establishment and execution of the
Volunteer Rain Garden Program associated with the 2025 City Pavement
Rehabilitation Project.
File No.ENG Project No. 25-01
CIP No. ST-012 Item No: G.1
Agenda Section PUBLIC HEARINGS
Prepared By George Bender, Assistant City Engineer
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council adopts a resolution accepting the bids and awarding the contract, and
also adopts a resolution adopting the assessment roll for the 2025 City Pavement Rehabilitation
Project No 25-01, and also adopts a resolution approving the establishment and execution of the
Volunteer Rain Garden Program associated with the 2025 City Pavement Rehabilitation Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
Conduct Public (Assessment) Hearing for the 2025 City Pavement Rehabilitation Project No. 25-01.
Adopt the final assessment roll for the project. Accept the bids and award the project to a contractor.
Create volunteer rain garden program associated with the 2025 City Rehabilitating Project to help meet
permit obligations, enhance local water quality, and partner with property owners.
BACKGROUND
229
As part of the overall Pavement Management Program (PMP), the city annually plans to rehabilitate a
section or sections of public streets across the city. The Five-Year Capital Improvement Plan (CIP)
identifies the near-term streets to be rehabilitated.
Key dates and items relative to this project:
On June 14, 2024, the Engineering Department released a Request for Proposals (RFP) for design
and construction services for the 25-01 project.
On July 22, 2024, the City Council approved a Professional Services Agreement with Bolton &
Menk for design and construction services for the project.
On November 6, 2024, the Engineering Department released a Request for Proposals (RFP) for
geotechnical services for the 25-01 project.
On December 4, 2024, the City Council approved a Professional Services Agreement with Braun
Intertec for geotechnical exploration and engineering services in association with the 25-01
design contract.
On January 27, 2025, the City Council called for a Public Hearing to be held regarding the
proposed improvements on February 10, 2025.
On January 28, 2025, the Engineering Department hosted an Open House meeting at the Public
Works facility to discuss the project and respond to questions with the impacted properties.
On February 10, 2025, the City Council accepted the feasibility study, conducted a Public Hearing
regarding the improvements, and authorized the preparation of Plans and Specifications.
On March 10, 2025, the City Council accepted the plans and specifications and authorized the
advertisement for bids for the project.
On April 11, 2025, Bolton & Menk and the Engineering Department hosted a bid opening.
On April 28, 2025, the City Council called for a Public Hearing regarding the assessments to be
held on May 12, 2025.
On May 7, 2025, the Engineering Department hosted a second public open house for the project
at the city's Public Works Facility.
Project information is available on the city's website at:
https://www.chanhassenmn.gov/government/projects/street-projects/2025-city-pavement-rehabilitation-
project
There are currently 1,357 email addresses subscribed to receive project updates. To subscribe, residents
and property owners should visit:
https://www.chanhassenmn.gov/i-want-to/subscribe
Water Resources
Surface water quality is an important issue for the city and rain gardens are a cost-effective solution that
230
can be implemented with street rehabilitation projects. This newly created (2nd year) Volunteer Rain
Garden Program will allow for residents to receive a financial incentive to have a rain garden installed
on their property. In this partnership the cost of the rain garden installation and major repairs would be
the responsibility of the city while routine maintenance would be the responsibility of the resident. The
program requires that an Operations and Maintenance agreement be recorded against the property and
that the rain garden area be encompassed in a drainage and utility easement.
The reconstruction of the public roadways in the southern half of Frontier Trail and the Del Rio Area
associated with the 25-01 Pavement Rehabilitation project triggers stormwater management regulations
from the city and Watershed District. To meet the rules the city must implement stormwater best
management practices (BMPs) with the project such as infiltration basins, wet ponds, and rain gardens.
The construction of BMPs in this specific part of Chanhassen is challenging because of the limited right
of way and the minimal amount of existing BMPs in the area. One cost effective way to meet
stormwater regulations and improve local water quality is through the construction of local rain gardens
with the project.
The primary goal of this program is to partner with local homeowners to establish rain gardens within
the neighborhood, contributing to the enhancement of local water quality. Rain gardens play a crucial
role in improving water quality by facilitating stormwater infiltration, filtration, and detention.
As part of the 25-01 project design the consultant engineers reviewed the area and looked into potential
rain garden locations based on the site grading, proximity to utilities, and drainage area. The city has
started outreach to the property owners where rain gardens are viable to outline the potential program
and have received positive feedback.
Understanding that a rain garden may not be suitable for all residents and requires maintenance, the city
is offering an incentive for program participation. Specifically, the city will pay $2,500 for property
owners who choose to join the program. Additionally, residents involved in the program will benefit
from a 50% reduction in Surface Water Fees, approximately $60/year.
How the Program Works:
For participating residents, the construction of the rain garden will be integrated into the Pavement
Rehabilitation Project at no cost to the property owner. An engineer will design the rain garden in the
field to ensure it does not adversely affect the property. In return, the property owner is responsible for
routine maintenance, including: Vegetation management: mulching, weeding, planting, trimming, etc.,
to sustain rain garden-friendly vegetation. Periodic removal of sediment and debris buildup within the
rain garden. Submission of annual inspection forms to the city.
The City of Chanhassen will handle more substantial rain garden maintenance tasks, such as:
Drain tile cleanout and replacement.
Soil filter media remediation
Structural work associated with the curb cut and connections to the public storm sewer.
Additionally, property owners will need to sign an Operations and Maintenance Agreement with the
city, ensuring the perpetual functionality of the rain garden. This agreement will be recorded against the
property. It's important to note that the rain garden must remain on the property until a future street
reconstruction project in the neighborhood is completed, which may involve the reconstruction of
231
stormwater facilities. The rain garden area will also be required to be within drainage and utility
easement. The city will create the paperwork associated with the rain garden operations and
maintenance agreement and easement dedication.
DISCUSSION
The bid results ranged from $8,929,189.50 to $9,184,105.43. Although having four responsible bidders
is below the average number of bidders the City has recently received on similar projects - it is still a
reasonable amount to determine if the bid results were competitive. The spread of $254,915.93 over the
bidders is indicative of a competitive market (< 3% delta). Staff and the consultant are in agreement that
the bids received are a good value for the current market. Ryan Contracting has previously satisfactorily
worked with the engineering consultant (Bolton & Menk) on projects in the metropolitan area. Ryan
Contracting is scheduled to attend the Open House on May 7, 2025.
The total bid amounts received and the bidding contractors are listed in the table below:
Contractor Base Bid
Amount
Ryan Contracting $8,929,189.50
S.M. Hentges & Sons $8,947,085.16
Valley Paving $9,163,896.18
Northwest Asphalt $9,184,105.43
*Engineer's Estimate $8,714,999.50
* The Engineer's Estimate is included in the table above for reference only.
The special assessment amounts for the single family residential properties in each project area were
calculated via guidance of the City's Assessment Policy. The City's Assessment Policy was revised on
May 5, 2025. The assessment amounts are as follows:
Neighborhood Project Area
Preliminary
Assessment
Amount
Final
Assessment
Amount
Conestoga area (FDR)$4,502.00 $4,131.00
Frontier Trail - Rehabilitation area (FDR)$7,894.00 $5,000.00
Frontier Trail - Reconstruction area (Recon)$15,393.00 $9,270.00
Staff provided an overview of the revised assessment methodology at the Open House and will include
discussion on it during the presentation at the Council meeting on May 12.
Schedule
The remaining schedule for the project is as follows:
Task Date
Begin Construction (Tentatively) May 17, 2025
Substantial Completion November 2025
232
Final Completion June 2026
Task Date
Open House Summary
City staff and the consultant hosted a second open house meeting relative to the project on May 7, 2025,
at the Public Works facility. A summary of the general discussions of the meeting and attendance will
be provided during the presentation associated with the Council agenda item on May 12.
BUDGET
The overall project budget is shown in the table below in comparison to the bid costs:
Fund Budget Bid Amount
by Fund
Bid Amount by Fund
with Engineering Difference
PMP (Street)$4,930,000 $4,381,793.50 $4,705,659.66 -
$224,340.34
Surface Water (Storm
Sewer)$1,760,000 $1,339,133.00 $1,438,136.08 -
$321,863.92
Sanitary Sewer $655,000 $805,620.00 $865,171.20 $200,171.20
Water $1,750,000 $2,130,785.00 $2,288,262.44 $538,262.44
Kerber Ravine $700,000 $128,520.00 $138,019.43 -
$561,980.57
Total $9,805,000 $8,785,851.50 $9,435,248.82 -
$369,751.18
Fund Budget Bid Amount with
Engineering Difference
Lift Station PW
Maintenance at LS 2 and
LS 10
$150,000 $153,932.68 $3,932.68
The PMP, Surface Water, and Kerber Ravine funds are underbudget. The Sanitary Sewer and Water
funds are overbudget. Overall the project is underbudget. Maintenance work at Lift Station No. 2 and
Lift Station #10 was also bid with the project. This work would be funded out of a separate Public
Works maintenance budgetary item associated with the lift stations. The sanitary sewer and water
system overages will be absorbed into the fund balance of those Enterprise funds. Staff will look for
savings throughout the construction to minimize this overage. All of the construction associated with
these enterprise budgets has been analyzed and it is difficult to recommend elimination of any of the
work due to the opportunity cost of reconstructing the street about these assets.
Private-side I/I repairs are also being coordinated by a partnership between the city and the property
owners, and any resulting work being funded by a separate grant the city applied for and received
through the Metropolitan Council. The value of the grant the city received for 2025 is $134,000.00.
The city will be replacing the public-side of the sanitary sewer laterals in the reconstruction area as part
of the project. These costs are included in the bid.
233
The rain garden program will be financed with the project, specifically the surface water fund for any
partnerships that get coordinated. The project bids include the construction of 3 volunteer rain gardens.
RECOMMENDATION
Staff recommends the City Council adopt the resolution accepting the bids and approving a contract to
Ryan Contracting Co. for the base bid amount.
Staff recommends the City Council adopt the resolution adopting the final assessment rolls for the 2025
City Pavement Rehabilitation Project No. 25-01.
Staff recommends the City Council adopt a resolution to establish and execute the Volunteer Rain
Garden Program associated with the 2025 City Pavement Rehabilitation Project similar to the 2024 City
Pavement Rehabilitation Project.
ATTACHMENTS
Rain Garden Program Resolution
Adopt Assessment Roll Resolution
Accept Bids and Award Contract Resolution
25-01 Final Assessment Roll - Conestoga Area
25-01 Final Assessment Roll - Frontier Rehab Area
25-01 Final Assessment Roll - Frontier Recon Area
Area Mapping for 2025 City Pavement Rehabilitation
Assessment Policy - 2025 Update
Assessment FAQ
PMP FAQ
2025 CIP ST-012_2025 Street Imp
234
CITYOFCHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 12,2025 RESOLUTION NO:2025-XX
MOTION BY:SECONDED BY:
ARESOLUTION2025-XX: APPROVINGTHE ESTABLISHMENT AND EXECUTION OF THE
VOLUNTEER RAIN GARDEN PROGRAM ASSOCIATED WITH THE PAVEMENT
REHABILITATION PROJECT NO. 25-01.
WHEREAS,the City of Chanhassen is executing a Pavement Rehabilitation Project No. 25-01 that
triggers stormwater management regulations; and
WHEREAS, the City of Chanhassen completed a cost analysis which verified that the proposed
Volunteer Rain Garden Program is a cost effective way to treat stormwater runoff, and
WHEREAS,the proposed rain garden gardens will to reduce pollutant loads and improve water quality
of the local water resources of Rice Marsh Lake and Lotus Lake, and
WHEREAS,the implementation of this volunteer program aligns with the City's objectives to enhance
local water quality and environmental sustainability within the community,
WHEREAS,the volunteer programrequires a drainage and utility easement established on the property,
and a stormwater operations and maintenance agreement signed by the property owner and recorded against the
property to ensure long term maintenance, and
WHEREAS,the City of Chanhassen will offer cost incentives to the volunteers with both up-front
payment ($2,500) and a long term reduction (50%) of stormwater fees, and
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen, Minnesota,
hereby approves the establishment and execution of the Volunteer Rain Garden Program associated with the
pavement rehabilitation project No 25-01; and
BE IT FURTHER RESOLVED that the Director of Public Works/City Engineer, or their successor or
assignee, will act as the city’s designated authorized representative and point of contact for the Volunteer Rain
Garden Program.
PASSEDANDADOPTED bytheChanhassenCityCouncilonthis12thdayofMay2025.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
235
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 12, 2025 RESOLUTION NO:2025-XX
MOTION BY: SECONDED BY:
A RESOLUTION ADOPTING ASSESSMENT ROLL FOR THE
2025 CITY PAVEMENT REHABILITION PROJECT NO. 25-01
WHEREAS,pursuant to proper notice duly given as required by law, the Council has met
and heard and passed upon all objections to the proposed assessment for the improvement of the
project area contained within the:
2025City Pavement Rehabilitation Project
NOW THEREFORE, BE IT RESOLVED by the City Council of Chanhassen,
Minnesota:
1.Such proposed assessment, a copy of which is attached hereto and made a part hereof, is
hereby accepted and shall constitute the special assessment against the lands named therein,
and each tract of land therein included is hereby found to be benefited by the proposed
improvement in the amount of the assessment levied against it.
2.Assessment at or under $5,000.00 shall be payable in equal annual installments extending
over a period of eight (8) years, and assessments over $5,001.00 but up to $15,000.00 shall
be payable in equal annual installments extending over a period of ten (10) years. The first
of the installments to be payable on or before the first Monday in January, 2026, and shall
bear interest at the rate of5.285 percent (5.285%) per annum. This assessment will appear
on the first property tax statement for 2026. To the first installment shall be added interest
on the entire assessment from November 22, 2025until December 31, 2025. To each
subsequent installment, when due, shall be added interest for one year on all unpaid
installments.
3.The owner of any property so assessed may, at any time prior to certification of the
assessment to the county auditor, pay the assessment on such property, with interest accrued
to the date of payment, to the city treasurer, except that no interest shall be charged if the
assessment is paid by November 21, 2025; and the owner may, at any time thereafter, pay to
the city treasurer the entire amount of the assessment remaining unpaid, with interest
accrued to December 31 of the year in which such payment is made. Such payment must be
made before November 15 or interest will be charged through December 31 of the next
succeeding year. If the property owner decides not to prepay the assessment before the date
given above, the rate of interest that will apply shall be 5.285 percent (5.285%) per year.
4.The clerk shall forthwith transmit a certified duplicate of this assessment to the county
auditor to be extended on the property tax lists of the County. Such assessments shall be
collected and paid over in the same manner as other municipal taxes.
236
2
PASSED AND ADOPTED by the Chanhassen City Council this 12th day of May, 2025.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
237
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 12, 2025 RESOLUTION NO:2025-XX
MOTION BY: SECONDED BY:
A RESOLUTION ACCEPTING THE BIDS AND AWARDING A CONTRACT FOR
THE 2025 CITY PAVEMENT REHABILITATION PROJECT NO. 25-01
WHEREAS,pursuant to an advertisement for bids for Project No. 25-01 (2025 City Pavement
Rehabilitation Project), bids were received, opened, and tabulated according to law, and the following
bids were received complying with the advertisement:
Bidder Bid Amount
Ryan Contracting Co.$8,929,189.50
SM Hentges and Sons, Inc.$8,947,085.16
Valley Paving, Inc.$9,163,896.18
Northwest Asphalt,Inc.$9,184,105.43
WHEREAS,Ryan Contracting Co. is the lowest responsible bidder with a bid amount to be
awarded of $8,929,189.50;
NOW THEREFORE, BE IT RESOLVED bythe Chanhassen City Council:
1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Ryan
Contracting in the name of the City of Chanhassen for the 2025 City Pavement Rehabilitation
Project No. 25-01 according to the plans and specifications therefore approved by the City
Council and on file in the office of the City Clerk.
2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits
made with their bids, except that the deposits of the successful bidder and the next lowest
bidder shall be retained until a contract has been signed.
PASSED AND ADOPTED by the Chanhassen City Council this 12th day of May, 2025.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
YES NO ABSENT
238
PROP. PROPERTY ASSMT STREETNOTESNO. ADDRESS UNIT ASSMTCONESTOGA100 MARK OLUFSON 761 SIERRA TRL 761 SIERRA TRAIL 2520100101 $4,131.00101 SYLVESTER F D'AGOSTINO 751 SIERRA TRL 751 SIERRA TRAIL 2520100201 $4,131.00102 JAMES H ARPS 741 SIERRA TRL 741 SIERRA TRAIL 2520401001 $4,131.00103 DEBORAH R HEDLUND 731 SIERRA TRL 731 SIERRA TRAIL 2520401101 $4,131.00104 FRED V KERBER 721 SIERRA TRL 721 SIERRA TRAIL 2520401201 $4,131.00105 JAMES M WAGNER 711 SIERRA TRL 711 SIERRA TRAIL 2520401301 $4,131.00106 ANDREW D SCHRUPP 701 SIERRA TRL 701 SIERRA TRAIL 2520401401 $4,131.00107 SANDRA JO WILLIAMS 691 SIERRA TRL 691 SIERRA TRAIL252040150 1 $4,131.00108 JOSEPH S PERTTU 681 SIERRA TRL 681 SIERRA TRAIL 2520401601 $4,131.00109 RAMON E & MELISSA L GONZALEZ 671 SIERRA TRL 671 SIERRA TRAIL 2520401701 $4,131.00110 KAREN M SCHULTZ 661 SIERRA TRL 661 SIERRA TRAIL 2520401801 $4,131.00111 ZACHARY CARPENTER 7240 SIERRA CT 7240 SIERRA COURT2520401901 $4,131.00112 CAMERON BIGSBY 7250 SIERRA CT 7250 SIERRA COURT 2520402001 $4,131.00113 KENT A & KRISTI L STOA 7260 SIERRA CT 7260 SIERRA COURT 2520402101 $4,131.00114 NORA BATEMAN 7261 SIERRA CT 7261 SIERRA COURT 2520402201 $4,131.00115 GREGG & LEIGH PEROUTKA LIV TRUST 7251 SIERRA CT 7251 SIERRA COURT 2520402301 $4,131.00116 HANNAH DOMAAS 7241 SIERRA CT 7241 SIERRA COURT 2520402401 $4,131.00117 DEBORAH J AUSTIN-SOVDE 7231 SIERRA CT 7231 SIERRA COURT 2520402501 $4,131.00118 LYNN E STOKKE 7221 SIERRA CT 7221 SIERRA COURT 2520402601 $4,131.00119 RUSSELL DOOP 661 CONESTOGA TRL 661 CONESTOGA TRAIL2520103001 $4,131.00120 ERIK R ANDERSON 651 CONESTOGA TRL 651 CONESTOGA TRAIL 2520103101 $4,131.00121 DAVID F HOLMES 641 CONESTOGA TRL 641 CONESTOGA TRAIL 2520103201 $4,131.00122 HANNAH BERLIN 631 CONESTOGA TRL 631 CONESTOGA TRAIL 2520103301 $4,131.00123 GREGORY J HAVLIK 630 CONESTOGA TRL 630 CONESTOGA TRAIL 2520102101 $4,131.00124 MARK FEIL 640 CONESTOGA TRL 640 CONESTOGA TRAIL 2520102001 $4,131.00125 AMPHONE & KEOMANIPHONE 650 CONESTOGA TRL 650 CONESTOGA TRAIL 2520101901 $4,131.00126 EDUARDO G PEREZ 8950 CYPRESS WATERS BLVD, COPPELL, TX 75019 660 CONESTOGA TRAIL 2520101801 $4,131.00127 NICHOLAS J & KIMBERLY K RIES 670 CONESTOGA TRL 670 CONESTOGA TRAIL 2520101701 $4,131.00128 NATHAN PLATTER 680 CONESTOGA TRL 680 CONESTOGA TRAIL 2520101601 $4,131.00129 KITHEAR & SEM YOU CHEAM 690 CONESTOGA TRL 690 CONESTOGA TRAIL 2520101501 $4,131.00130 CAROL L MARIHART 700 CONESTOGA TRL 700 CONESTOGA TRAIL 2520101401 $4,131.00131 COLTON BUSSE 710 CONESTOGA TRL 710 CONESTOGA TRAIL2520101301 $4,131.00132 TONY HALLEN 720 CONESTOGA TRL 720 CONESTOGA TRAIL 2520101201 $4,131.00133 JEFFREY A MERBOTH 730 CONESTOGA TRL 730 CONESTOGA TRAIL 2520101101 $4,131.00134 GIOVANNY RIVERA 740 CONESTOGA TRL 740 CONESTOGA TRAIL 2520101001 $4,131.00135 CORY P NASSET 7240 CONESTOGA CT 7240 CONESTOGA COURT 2520100901 $4,131.00136 KADY L FILIPPI 7250 CONESTOGA CT 7250 CONESTOGA COURT 2520100801 $4,131.00137 CHUCK & KAKEO SISOMBATH 7260 CONESTOGA CT 7260 CONESTOGA COURT 2520100701 $4,131.00138 DANIEL PLOURDE 7270 CONESTOGA CT 7270 CONESTOGA COURT 2520100601 $4,131.00139 SCOTT A GNAN 7280 CONESTOGA CT 7280 CONESTOGA COURT 2520100501 $4,131.00140 RYAN A KUBLER 7290 CONESTOGA CT 7290 CONESTOGA COURT 2520100401 $4,131.00141 VIRA BOUTAH 7300 CONESTOGA CT 7300 CONESTOGA COURT2520100301 $4,131.00142 GARY D SCHOEPP AND TONDI R SCHOEPP REVOC 7301 CONESTOGA CT 7301 CONESTOGA COURT 2520102201 $4,131.00143 CURTIS R & GAIL D ANDERSON 720 SIERRA TRL 720 SIERRA TRAIL 2520400101 $4,131.00144 ANDREW BORROWSKI 704 SIERRA TRL 704 SIERRA TRAIL 2520400201 $4,131.00145 ADAM BEERS 700 SIERRA TRL 700 SIERRA TRAIL 2520400301 $4,131.00146 ADAM L & MELINDA M JAST 690 SIERRA TRL 690 SIERRA TRAIL 2520400401 $4,131.00147 ALLYN N GOSHY 680 SIERRA TRL 680 SIERRA TRAIL 2520400501 $4,131.00148 JENNIFER R HAZEN 670 SIERRA TRL 670 SIERRA TRAIL 2520400601 $4,131.002025 CITY PAVEMENT REHABILITATION PROJECTFINAL ASSESSMENT ROLL - CONESTOGA4/19/2025OWNER OWNER ADDRESS P.I.D.STREET ASSESSMENT239
PROP. PROPERTY ASSMT STREETNOTESNO. ADDRESS UNIT ASSMT2025 CITY PAVEMENT REHABILITATION PROJECTFINAL ASSESSMENT ROLL - CONESTOGA4/19/2025OWNER OWNER ADDRESS P.I.D.STREET ASSESSMENT149 DANNIE L & CONNIE L ROBERSON 7230 SIERRA CT 7230 SIERRA COURT 2520400701 $4,131.00150 ROBERT E BURNS 7220 SIERRA CT 7220 SIERRA COURT 2520400801 $4,131.00151 THE CRIPPEN LIVING TRUST 691 CONESTOGA TRL 691 CONESTOGA TRAIL 2520400901 $4,131.00152 CURTIS W QUAST 701 CONESTOGA TRL 701 CONESTOGA TRAIL 2520102901 $4,131.00153 JESSE A JONES 711 CONESTOGA TRL 711 CONESTOGA TRAIL 2520102801 $4,131.00154 SOUMYADEEP GHOSH 721 CONESTOGA TRL 721 CONESTOGA TRAIL 2520102701 $4,131.00155 MORLAND PROPERTIES LLP 2022 AMBERG CIR, CHASKA, MN 55318 7261 CONESTOGA COURT 2520102601 $4,131.00156 ERIK L & CATHERINE M JOHNSON 7271 CONESTOGA CT 7271 CONESTOGA COURT 2520102501 $4,131.00157 ROBERT W & AMY B HOPPE 7281 CONESTOGA CT 7281 CONESTOGA COURT 2520102401 $4,131.00158 GREGORY E & MARILYN L ADAMS 7291 CONESTOGA CT 7291 CONESTOGA COURT 2520102301 $4,131.00Assessment Basis Unit 59.00 $243,729.00
240
PROP. PROPERTY ASSMT STREETNOTESNO. ADDRESS UNIT ASSMTFRONTIER REHABILITATION AREA200 RALPH J & JUBETH B GENSOLI 7185 FRONTIER TRL 7185 FRONTIER TRAIL 2520103501 $5,000.00201 MATTHEW A SAUER 7187 FRONTIER TRL 7187 FRONTIER TRAIL 2582700101 $5,000.00202 LEE E VALLE 7189 FRONTIER TRL 7189 FRONTIER TRAIL 2582700201 $5,000.00203 GINNY BLACKFORD 7191 FRONTIER TRL 7191 FRONTIER TRAIL 2582700301 $5,000.00204 JOSHUA SCHREINER 7193 FRONTIER TRL 7193 FRONTIER TRAIL 2582700401 $5,000.00205 TAYLOR JAMES PLOSS 7195 FRONTIER TRL 7195 FRONTIER TRAIL 2582700501 $5,000.00206 TODD C MYERS 7197 FRONTIER TRL 7197 FRONTIER TRAIL2582700601 $5,000.00207 JEFFREY W & MARY L BORNS 7199 FRONTIER TRL 7199 FRONTIER TRAIL 258270070 1 $5,000.00208 LISA MAUER 7201 FRONTIER TRL 7201 FRONTIER TRAIL 2582100101 $5,000.00209 PATRICK F & KATHRYN A PAVELKO 7203 FRONTIER TRL 7203 FRONTIER TRAIL 2582100201 $5,000.00210 SUNRISE HILLS PO BOX 333 7205 FRONTIER TRAIL 2567800101 $5,000.00211 AUNDREA MITCHELL 7207 FRONTIER TRL 7207 FRONTIER TRAIL 2582100301 $5,000.00212 WILLIAM L HEIMAN 7209 FRONTIER TRL 7209 FRONTIER TRAIL 2582100401 $5,000.00213 WILLIAM DENNIS MALONEY 7211 FRONTIER TRL 7211 FRONTIER TRAIL 2582100501 $5,000.00214 JOSH STEPHAN 7213 FRONTIER TRL 7213 FRONTIER TRAIL2582200101 $5,000.00215 MICHAEL L SAVIK 7215 FRONTIER TRL 7215 FRONTIER TRAIL 2582200201 $5,000.00216 ALEX N CASTERTON 7301 FRONTIER TRL 7301 FRONTIER TRAIL 2582200301 $5,000.00217 DAVID J & SUSAN K WOLLAN 7303 FRONTIER TRL 7303 FRONTIER TRAIL 2582200401 $5,000.00218 JOEL SCOTT JENKINS PO BOX 158 7305 FRONTIER TRAIL 2582200501 $5,000.00219 OLGA HUSETH 7329 FRONTIER TRL 7329 FRONTIER TRAIL 2582000801 $5,000.00220 HAZEL FAMILY IRREV TRUST 7331 FRONTIER TR 7331 FRONTIER TRAIL 2582000701 $5,000.00221 ERIC A WALETSKI 7333 FRONTIER TRL 7333 FRONTIER TRAIL 2582000601 $5,000.00222 CONNIE B ROBERTSON 7335 FRONTIER TRL 7335 FRONTIER TRAIL 2582000501 $5,000.00223 JOHN C LEE 7337 FRONTIER TRL 7337 FRONTIER TRAIL 2582000401 $5,000.00224 ARLIS A BOVY 7339 FRONTIER TRL 7339 FRONTIER TRAIL2582000301 $5,000.00225 STEVEN A & CAROL K DONEN 7341 FRONTIER TRL 7341 FRONTIER TRAIL 2582000201 $5,000.00226 THE ANDERSON LIVING TRUST 7340 FRONTIER TRL 7340 FRONTIER TRAIL 2582002801 $5,000.00227 JAMES & LINDA MADY 7338 FRONTIER TRL 7338 FRONTIER TRAIL 2582002701 $5,000.00228 JEFFREY HOOPES 7336 FRONTIER TRL 7336 FRONTIER TRAIL 2582002601 $5,000.00229 JAMES J & RITA M WALETSKI 7334 FRONTIER TRL 7334 FRONTIER TRAIL 2582002501 $5,000.00230 PAUL & ELLEN DIFFERDING 7228 FRONTIER TRL 7228 FRONTIER TRAIL 2582102201 $5,000.00231 ALFRED H & JANE M CLAGUE 7226 FRONTIER TRL 7226 FRONTIER TRAIL 2582102101 $5,000.00232 TIMOTHY GRAFT 7220 FRONTIER TRL 7220 FRONTIER TRAIL 2582300301 $5,000.00233 JASON JOSEPH FREDRICKS 7218 FRONTIER TRL 7218 FRONTIER TRAIL 2582102001 $5,000.00234 MICHAEL DANIEL HILGERS 7216 FRONTIER TRL 7216 FRONTIER TRAIL 2582101901 $5,000.00235 GREGORY P & MARTHA L NOLL 7214 FRONTIER TRL 7214 FRONTIER TRAIL 2582101801 $5,000.00236 DARRELL RODENZ PO BOX 254 7212 FRONTIER TRAIL 2582101701 $5,000.00237 JEFFREY D PARENT 7210 FRONTIER TRL 7210 FRONTIER TRAIL 2582101601 $5,000.00238 DONNA CLARE VOTINO TRUST 7208 FRONTIER TRL 7208 FRONTIER TRAIL 2582101501 $5,000.00239 JON H & JANET B HOLLER 7206 FRONTIER TRL 7206 FRONTIER TRAIL 2582101401 $5,000.00240 PHILLIP B NESBURG 7200 FRONTIER TRL 7200 FRONTIER TRAIL 2582101301 $5,000.00241 JAMES PRIBBLE 7198 FRONTIER TRL 7198 FRONTIER TRAIL 2582101201 $5,000.00242 RICK NARVAEZ 7196 FRONTIER TRL 7196 FRONTIER TRAIL2582101101 $5,000.00243 DONALD D & JUDITH E KING TRUST 7200 KIOWA CIR 7200 KIOWA CIRCLE 2582100601 $5,000.00244 DIANE RAE MILLER 7190 FRONTIER TRL 7190 FRONTIER TRAIL 2520103401 $5,000.00245 PATRICIA A JOHNSON 400 HIGHLAND DR 400 HIGHLAND DRIVE 2582001801 $5,000.00Assessment Basis Unit 46.00 $230,000.002025 CITY PAVEMENT REHABILITATION PROJECTFINAL ASSESSMENT ROLL - FRONTIER REHABILITATION AREA4/19/2025OWNER OWNER ADDRESS P.I.D.STREET ASSESSMENT241
PROP. PROPERTY ASSMT STREETNOTESNO. ADDRESS UNIT ASSMTFRONTIER RECONSTRUCTION AREA300 CHAD A MINKEL 7725 FRONTIER TRL 7725 FRONTIER TRAIL 2505000501 $9,270.00301 KELLY HEENAN 7723 FRONTIER TRL 7723 FRONTIER TRAIL2560500201 $9,270.00302 JOHN MICHAEL ZUERLEIN 226 CHAN VIEW 226 CHAN VIEW 2505003201 $9,270.00303 1896HOUSE LLC 225 W 77TH ST 7701 FRONTIER TRAIL 2505003801 $9,270.00304 NICHOLAS BEARE 7617 FRONTIER TRL 7617 FRONTIER TRAIL 2528400401 $9,270.00305 JOHN MCQUILLAN 7611 FRONTIER TRL 7611 FRONTIER TRAIL 2528400301 $9,270.00306 STEVEN HALL 8600 ALISA CT 7607 FRONTIER TRAIL 2528400201 $9,270.00307 MICHAEL H NORDERHAUG 7603 FRONTIER TRL 7603 FRONTIER TRAIL 252840010 1 $9,270.00308 FRANK BARRY GIGLER 7585 FRONTIER TRL 7585 FRONTIER TRAIL 2528200101 $9,270.00309 AASE M. & RICHARD WARREN 7555 FRONTIER TRL 7555 FRONTIER TRAIL 2528200201 $9,270.00310 CHRISTIANA E KIPPLES 7541 FRONTIER TRL 7541 FRONTIER TRAIL 2528200501 $9,270.00311 DANIEL J SEGNER 7523 FRONTIER TRL 7523 FRONTIER TRAIL 2528200401 $9,270.00312 KALTHEEN BRAZIL DE LANCEY PO BOX 24 7505 FRONTIER TRAIL 2528200301 $9,270.00313 FRONTIER TRAIL ASSN 201 FRONTIER CT 2508001501 $9,270.00314 KARI J ROMPORTL 7417 FRONTIER TRL 7417 FRONTIER TRAIL 2508000501 $9,270.00315 DENNIS O & MICHELE M KOPFMANN 7415 FRONTIER TRL 7415 FRONTIER TRAIL 2508000601 $9,270.00316 ELIZABETH MILNE 7413 FRONTIER TRL 7413 FRONTIER TRAIL 2508000701 $9,270.00317 FRONTIER TRAIL REAL ESTATE LLC 50 CLAY CLIFFE DR, EXCELSIOR, MN 55331 7411 FRONTIER TRAIL 2508000801 $9,270.00318 DANIELLE M NISKA 7409 FRONTIER TRL 7409 FRONTIER TRAIL 2508000901 $9,270.00319 KEVIN & LISA ATKINSON 7407 FRONTIER TRL 7407 FRONTIER TRAIL 2508001001 $9,270.00320 JEFFREY STEPHENS 7405 FRONTIER TRL 7405 FRONTIER TRAIL 2508001101 $9,270.00321 KEVIN WESTBROCK 9112 EDGEWOOD CIR, SHAKOPEE, MN 55379 7403 FRONTIER TRAIL 2508001301 $9,270.00322 ROSEMARY A GUIDINGER TRUST 7401 FRONTIER TRL 7401 FRONTIER TRAIL 2508001401 $9,270.00323 LA WILDWOOD HOLDINGS REVOCABLE TRUST 7343 FRONTIER TRL 7343 FRONTIER TRAIL 2508003201 $9,270.00324 BLANK325 CAROL HARMER 402 HIGHLAND DR 402 HIGHLAND DRIVE 2582001901 $9,270.00326 ANDREW R HANEY 404 HIGHLAND DR 404 HIGHLAND DRIVE 2582002001 $9,270.00327 DAN W WEATHERLY 406 HIGHLAND DR 406 HIGHLAND DRIVE2582002101 $9,270.00328 TED D & CHERYL A TIGUE 408 HIGHLAND DR 408 HIGHLAND DRIVE 2582002201 $9,270.00329 CRAIG A & MARIAN WESTERMANN 410 HIGHLAND DR 410 HIGHLAND DRIVE 2582002301 $9,270.00330 JOHN E CARLSON 411 HIGHLAND DR 411 HIGHLAND DRIVE 2588101601 $9,270.00331 THE MARJORIE JEANNE NASH LIVING TRUST 409 HIGHLAND DR 409 HIGHLAND DRIVE 2588101501 $9,270.00332 BRIAN J & JULIE A TEIGLAND REV TRUST 407 HIGHLAND DR 407 HIGHLAND DRIVE 2588101401 $9,270.00333 COREY J & HEATHER M KOHNEN 405 HIGHLAND DR 405 HIGHLAND DRIVE 2588101301 $9,270.00334 LADANG MENG & DARY HAK 403 HIGHLAND DR 403 HIGHLAND DRIVE 2588101201 $9,270.00335 BONNIE JEAN NELSON 401 HIGHLAND DR 401 HIGHLAND DRIVE 2582002901 $9,270.00336 RUSS V & SONJA A RASCHKE 7402 FRONTIER TRL 7402 FRONTIER TRAIL 2588102301 $9,270.00337 JOEL A NYBECK 7404 FRONTIER TRL 7404 FRONTIER TRAIL 2588102401 $9,270.00338 THOMAS GEOFFROY 7460 FRONTIER TRL 7460 FRONTIER TRAIL 2544400501 $9,270.00339 LEROY A KRUEGER 7470 FRONTIER TRL 7470 FRONTIER TRAIL 2544400401 $9,270.00340 BRIAN H KASBOHM 7480 FRONTIER TRL 7480 FRONTIER TRAIL 2544400601 $9,270.00341 MARK B DAVIDSON 7500 FRONTIER TRL 7500 FRONTIER TRAIL 2544400701 $9,270.00342 TYLER A DOWNS JR 7510 FRONTIER TRL 7510 FRONTIER TRAIL 2538900201 $9,270.00343 CAL SHELANGOSKI 7516 FRONTIER TRL 7516 FRONTIER TRAIL 2529200211 $9,270.00344 KIRILL & SVETLANA BAK 7520 FRONTIER TRL 7520 FRONTIER TRAIL 2508001801 $9,270.00345 ADAM CHINNOCK 7522 FRONTIER TRL 7522 FRONTIER TRAIL 2508001901 $9,270.00346 JAMES M ZIMMERMAN 7602 FRONTIER TRL 7602 FRONTIER TRAIL 2501239001 $9,270.00347 DONALD D & MARY GOETZE 7610 FRONTIER TRL 7610 FRONTIER TRAIL 2501240001 $9,270.00348 LARRY A & KATHLEEN A SCHROEDER 7720 FRONTIER TRL 7720 FRONTIER TRAIL 2505000201 $9,270.002025 CITY PAVEMENT REHABILITATION PROJECTFINAL ASSESSMENT ROLL - FRONTIER RECONSTRUCTION4/19/2025OWNER OWNER ADDRESS P.I.D.STREET ASSESSMENT242
PROP. PROPERTY ASSMT STREETNOTESNO. ADDRESS UNIT ASSMT2025 CITY PAVEMENT REHABILITATION PROJECTFINAL ASSESSMENT ROLL - FRONTIER RECONSTRUCTION4/19/2025OWNER OWNER ADDRESS P.I.D.STREET ASSESSMENT349 JASON B PETTIT 7202 KIOWA CIR 7202 KIOWA CIRCLE 2582100701 $9,270.00350 JASON D OPSAL 7204 KIOWA CIR 7204 KIOWA CIRCLE 2582100801 $9,270.00351 VINCENT ANDERS BULLINGER 7203 KIOWA CIR 7203 KIOWA CIRCLE 2582100901 $9,270.00352 HEIDI PEDERSON 7194 FRONTIER TRL 7194 FRONTIER TRAIL 2582101001 $9,270.00353 LEANNE M ENGELKING 508 DEL RIO DR 508 DEL RIO DRIVE 2588105601 $9,270.00354 BRIAN B & JENNIFER L NASLUND 506 DEL RIO DR 506 DEL RIO DRIVE 2588105701 $9,270.00355 BRUCE L & REBECCA GRANOWSKI 504 DEL RIO DR 504 DEL RIO DRIVE 2588105801 $9,270.00356 ADRIAN W & KELLI E BAINES 502 DEL RIO DR 502 DEL RIO DRIVE 2588105901 $9,270.00357 MATTHEW GARDNER 500 DEL RIO DR 500 DEL RIO DRIVE 2588106001 $9,270.00358 CARL BOHNSACK 412 DEL RIO DR 412 DEL RIO DRIVE 2588103401 $9,270.00359 BRANDON EDGETT 410 DEL RIO DR 410 DEL RIO DRIVE 2588103501 $9,270.00360 ANDREW M DAVISON 408 DEL RIO DR 408 DEL RIO DRIVE 2588103601 $9,270.00361 ERIC MEIER 406 DEL RIO DR 406 DEL RIO DRIVE 2588103701 $9,270.00362 JUDINE J REINHARDT 404 DEL RIO DR 404 DEL RIO DRIVE 2588103801 $9,270.00363 JENNIFER MADDEN FINKELSTEIN 402 DEL RIO DR 402 DEL RIO DRIVE 2588103901 $9,270.00364 HENRY MARK & ANN C WEIS 400 DEL RIO DR 400 DEL RIO DRIVE 2588104001 $9,270.00365 ERIN TANSEY 386 DEL RIO DR 386 DEL RIO DRIVE 2544300301 $9,270.00366 TIMOTHY J REMINGTON 381 DEL RIO DR 381 DEL RIO DRIVE 2544300201 $9,270.00367 BRIAN R LANDE 391 DEL RIO DR 391 DEL RIO DRIVE 2544300101 $9,270.00368 MARK W WETTERGREN 42238 371ST AVE, SAINT PETER, MN 56082 401 DEL RIO DRIVE 2588105101 $9,270.00369 MICHAEL R PLACKO 403 DEL RIO DR 403 DEL RIO DRIVE 2588105001 $9,270.00370 JOSEPH SHINE 405 DEL RIO DR 405 DEL RIO DRIVE 2588104901 $9,270.00371 PAUL T & SUSAN J HOLOVNIA 407 DEL RIO DR 407 DEL RIO DRIVE 2588104801 $9,270.00372 WAYNE G & SHARON L SKOBLIK 409 DEL RIO DR 409 DEL RIO DRIVE 2588104701 $9,270.00373 VICTOR A & SUSAN M HALLBERG 411 DEL RIO DR 411 DEL RIO DRIVE 2588104601 $9,270.00374 TODD GRIGSBY OLIVER 413 DEL RIO DR 413 DEL RIO DRIVE 2588104501 $9,270.00375 JESSICA PIKE 501 DEL RIO DR 501 DEL RIO DRIVE 2588104401 $9,270.00376 LINDA K HAIGHT LIVING TRUST 503 DEL RIO DR 503 DEL RIO DRIVE 2588104301 $9,270.00377 BLAKE EREN TANBERK 505 DEL RIO DR 505 DEL RIO DRIVE 2588104201 $9,270.00378 JAMES A & MARIANNE A MOLINE 507 DEL RIO DR 507 DEL RIO DRIVE 2588104101 $9,270.00Assessment Basis Unit 78.00 $723,060.00
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2025 City Pavement Rehabilitation Project
City of Chanhassen
Figure 7: Conestoga Area Rehabilitation Assessment
January 2025
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2025 City Pavement Rehabilitation Project
City of Chanhassen
Figure 8: Frontier Area Rehabilitation Assessment
January 2025
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2025 City Pavement Rehabilitation Project
City of Chanhassen
Figure 9: Frontier Area Reconstruction Assessment
January 2025
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Page 1 of 5
CITY OF CHANHASSEN
ASSESSMENT POLICY
Date of Last City Council Adoption: May 5, 2025
The City of Chanhassen’s Assessment Policy is intended to provide general direction to City Staff and their
consultants in preparation of assessment rolls to establish fair and consistent treatment of all properties within the
City that are subject to an assessment. This document can also be used to educate and explain to property owners
about the Policy. All assessments shall follow the process outlined in Minnesota State Statutes, Chapter 429, which
gives the City the legal authority to assess benefiting property for public improvements.
The strict interpretation of this Policy may not apply in all circumstances, it is intended to be a guide for a systematic
process. The City Council may direct staff to use special consideration and discretion for the assessment
methodology on projects.
WHICH PROPERTIES ARE TO BE ASSESED
Determination about which properties are to be included in the assessment role generally fall into two (2) property
types:
1. Type 1: Land use that generates a low level of vehicular traffic, such as low-density residential properties.
o These properties shall be included in the assessment role for public street improvements that have
their primary driveway access, or that it can be reasonably determined will have a future driveway
access, to the street being rehabilitated. This includes property with a shared driveway or private
street access to the public street, except where said private street meets applicable criteria to allow
for a reduced or no assessment. The policy acknowledges that private streets are not maintained by
the City and therefore all costs associated with the maintenance of them are borne by the property
legally required to maintain them. Applicable criteria of private streets includes whether the street
meets City Code requirements with respect to width, pavement section, and appropriate fire
apparatus turn-around.
2. Other land use property types that generate increased levels of vehicular traffic, such as commercial, multi-
family, or schools.
o These properties shall be included in the assessment role for all adjacent public street improvement
projects, regardless of which street their primary driveway takes access from, or the number of
driveway access points; unless it can be reasonably determined that the use of the property does
not have any traffic impact on the adjacent public street receiving the improvements.
ASSESSMENT METHODOLOGY
There are various ways to calculate assessments. The typical methodology is based on the number of parcels, an
area, or linear foot calculation. Chanhassen has also developed a policy that utilizes a flat rate, meaning all parcels to
be assessed receive the same assessment regardless of any particular property characteristic.
• For property type 1 listed above, the properties to be assessed will receive an assessment amount equal to
the flat rate for which rehabilitation type the project is utilizing (mill and overlay, full depth reclamation, or
reconstruction). The flat rate is established on the City’s Fee Schedule, which is updated and approved by
the City Council annually. The flat rate utilized for a project will be the rate that is in effect on the date the
assessment role is adopted.
• For property type 2 listed above, the City shall use the calculation method that creates a reasonable
distribution of assessments across the entire roll.
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• Where reasonable to do so, when more than one “neighborhood” is contained within the same project,
the assessment roll may be calculated per each neighborhood, rather than the total project. This would not
apply to property type 1 as they would all receive a flat rate assessment.
• Unless otherwise exempt, public property, government land, private associations, schools, churches, and
non-profit property uses shall be included in the assessment roll.
• Commercial property, and Medium and High-Density Residential property shall be assessed based on a
reasonable determination of vehicular traffic generated.
• A duplex that is located on a single parcel, shall be considered two units. Generally, when traffic volumes
are used as the assessment methodology, a Residential Equivalent Unit (REU) or similar other unit
assessment relationship shall be used.
NEW CONSTRUCTION: 100% assessed to all benefitting properties.
New construction is typically paid for by the development itself and therefore not formally assessed. In some
instances, the City will undertake proactive installation of public utilities to unserved areas and then assess the
benefiting properties, or establish an improvement district/area with deferred access charges to cover the cost for
the added service. In other instances, properties may petition the City directly for the installation of the public
improvements in which case 100% of the costs are paid for by the benefiting properties.
Assessable Costs Include:
• Construction of a new public street, trail and/or sidewalk.
• Installation of public water main, storm sewer and/or sanitary sewer system, including appurtenances
(structures, valves, hydrants, lift stations, etc.), where it did not previously exist.
• Indirect costs (design, legal, and administration fees).
Notes:
• Oversizing of streets and utilities beyond the city’s standard details, or what is needed for the development
itself, are paid for by the city and are typically not assessed.
RECONSTRUCTION/REHABILITATION: 40% assessed to all benefitting properties, unless a flat rate methodology is
utilized.
When determining the rehabilitation method to be used, the following decision matrix shall be used for planning
purposes:
Question If Yes If No
Does the street need to change its intended use;
change to meet our current standard (width,
thickness, C&G, drainage, etc.); and/or has it met its
useful service life (~50 yrs)?
Plan for Reconstruction Move to next question
Is the pavement condition OCI between 0 and 29? Plan for Reconstruction Move to next question
Is the pavement condition OCI between 30 and 59? Plan for FDR Move to next question
Is the pavement condition OCI greater than 60? Plan for M&O n/a
Notes:
• Once a project is under design, an engineering analysis will be undertaken to determine the appropriate
rehabilitation method.
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Page 3 of 5
• Two inches (2”) shall be the standard depth for a mill and overlay unless particular circumstances exist. Under
such circumstances, the flat rate will not be adjusted.
Assessable Costs Include:
• Pavement associated with public streets, trails and/or sidewalks. This includes draintile, geotechnical (soil
corrections, etc.), and other improvements needed to support the function of the pavement structure.
o In situations where there is no existing trail or sidewalk infrastructure, but such improvements are
being added by the project, the costs associated with the addition shall not be assessed unless
particular circumstances exist such as when the benefit of the new infrastructure is of primary
benefit to the assessable properties only.
• Curb and gutter, including curb impacted solely by utility improvements.
• Driveway pavement and aprons directly affected by the project work.
• Storm Sewer and appurtenances associated with street drainage.
• Multi-Modal improvements such as ADA ramps and actuated pedestrian crossings such as Rectangular Rapid-
Flashing Beacons (RRFB’s).
• Signing and striping.
• Retaining walls required within the Right-of-Way.
• Tree removal and/or landscaping improvements directly affected by the project work.
• Applicable percentage of indirect costs (design, legal, and admin fees).
Notes:
• If a residential property has access from a collector or otherwise oversized street, the assessment amount
shall be based on an equitable formula compared to a typical local roadway, including normalizing to a city
standard width, typical street pavement section, typical lot width, and other applicable factors. This
normalization does not apply to a flat rate assessment.
• Pavement projects on streets that provide direct access to Chanhassen property(s) that are being
implemented by an adjacent municipality shall not be assessed to the Chanhassen property(s) unless the
adjacent municipality is assessing the benefiting property in their jurisdiction as part of the project.
• Replacement, maintenance, or repair of existing public water main, sanitary sewer, and indirect stormwater
management infrastructure shall not be assessed. The City will pay 100% of these improvement costs out of
the associated enterprise fund.
REGULAR MAINTENANCE: Benefiting properties are not assessed.
• Activities Include: Pavement patching, pothole filling, crack sealing, chip sealing, sealcoating, sign
maintenance, lighting, and pavement markings.
PAYMENT OPTIONS
• Assessments can be paid in full up-front with no finance charge, otherwise the assessment will be certified to
the County and added to annual property taxes with interest.
• If elected to add to annual property taxes, the balance can be paid off at any time during the term if requested
by the property owner.
• Interest will be charged to property owners who choose to not pay their assessments in full by November 15th
in the year the special assessment is levied. The interest rate will be equal to the yield on the 7-year Treasury
Note on the date the special assessment roll is adopted, plus 1.0%.
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• Unless approved otherwise by the City Council, the maximum financing term for assessments shall be as
follows:
o $0-$500 1 year
o $501-$2,500 5 years
o $2,501-$5,000 8 years
o $5,001-$15,000 10 years
o $15,001 and above 15 years
HARDSHIP ASSESSMENT DEFERAL FOR SENIORS, DISABLED, OR MILITARY PERSONS
Minnesota Statute §435.193 allows a statutory city to establish standards and guidelines to defer special
assessments. A deferment of a special assessment for a homesteaded property may be granted if:
(1) The property is owned by a person 65 years of age or older or retired by virtue of a permanent and total
disability* for whom it would be a hardship to make the payments; or
(2) The property is owned by a person who is a member of the Minnesota National Guard or other military
reserves who is ordered into active military service, as defined in Minnesota Statutes § 190.05, subdivision
5b or 5c, as stated in the person’s military orders, for whom it would be a hardship to make the payments.
The deferment is not an elimination of the assessment, but rather a temporary pause of paying the assessment until
the hardship no longer exists. Interest on deferred assessments shall be subject to and charged at the interest rate
set by the City Council on its resolution adopting the special assessment, and such interest shall accrue on said
principal until the special assessment is paid in full.
The option of the property owner to defer the payment of special assessments shall terminate and all amounts
accumulated plus accrued interest (compounded annually) shall become due and payable within sixty (60) days upon
the occurrence of any of the following events:
(1) The sale, transfer, or subdivision of the property or any part thereof, or the property is in any way conveyed
to another person; or
(2) The subject property loses its homestead status for any reason; or
(3) The death of the owner qualified for deferral status unless a surviving spouse is eligible for benefits
hereunder; or
(4) If for any reason the City Council determines that there would be no hardship in requiring an immediate or
partial payment of the deferred special assessment.
To request deferral of a special assessment, the property owner must request a deferment on the form prescribed by
the City Clerk within thirty (30) days after the adoption of the improvement assessment by the City Council.
The applicant must submit a copy of the federal income tax return from the year prior to the assessment to verify
that all sources of income do not exceed the very low-income limits for the Carver County area as established by the
Department of Housing and Urban Development.
The property must be the applicant’s principal residence and classified on the real estate tax rolls as the applicant’s
homestead.
City staff will review the application and if the applicant meets the standards and guidelines above, the deferment
will be granted.
The City Council has the discretion to make the determination that a hardship exists based on exceptional and
unusual circumstances not covered by the standards and guidelines where the determination is made in a
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Page 5 of 5
nondiscriminatory manner and does not give the applicant an unreasonable preference or advantage over other
applicants.
*Permanent and total disability shall have the same definition for purposes of assessment deferral as is used for social security.
FREQUENTLY ASKED QUESTIONS
A Frequently Asked Questions (FAQ) document addressing the most common questions concerning assessments is
attached to this policy and can also be found on the City’s website.
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What are assessments?
Assessments are charges to benefiting properties utilized to help finance an improvement
project. In Chanhassen and most metro area cities, assessments are used to help finance street
reconstruction and rehabilitation projects. These projects are programmed via the Pavement
Management Program (PMP). Minnesota State Statutes, Chapter 429, allows the City the
authority to assess for projects.
Who is assessed for a street improvement project?
Owners of property that directly access a public street, or that have a private driveway that has
access to a public street, or that have potential future access within the project area are
assessed. These properties are determined to be “benefitting properties” and are assessed a
cost based on the City’s Assessment Policy.
Does the City have an Assessment Policy?
Yes. It can be found on the City’s website at this location:
https://www.ci.chanhassen.mn.us/432/Assessment-Policy
The City started assessing for street improvements in 1993. The Policy was last updated in
January 2022. For the construction of a new public streets or public utilities, 100% of the cost is
assessed to the benefitting properties. For an improvement project of an existing street, 40%
of the cost is assessed to the benefitting properties and the City pays 60% of the street
improvement cost. 100% of the public storm sewer, sanitary sewer and water main costs
associated with the project are paid by the associated utility enterprise funds and are not
included in the cost assessed to the benefitting properties.
Why does the City assess for street improvement projects? Why doesn’t the City pay 100% of
the project cost?
Public streets are part of the City’s Multi-Modal transportation system to provide access to all
residents. The City acknowledges the system benefit of a street project by paying 60% of the
project cost. Benefitting properties use the roads to get to and from their property on a daily
basis, which is why they are assessed 40% of the street project cost. When someone buys a
new home in a new subdivision, the cost to construct the new infrastructure was incorporated
into the purchase price of the home and property by the Developer and thus was the initial
assessment to the property.
When is the assessment amount determined?
An estimate of the assessment is calculated with the Feasibility Study, which is typically
completed six months to a year before a project begins. The final assessment amount is based
on the lowest responsible bid amount and is set by City Council at the assessment hearing,
CITY OF CHANHASSEN
FAQs: ASSESSMENTS
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which typically occurs in April or May of the construction year. Properties being assessed for
the project are notified of the assessment hearing formally by US mail, but the process is also
communicated by the City via its website, public open houses, the Chanhassen Connection,
social media, and at City Council meetings.
What are the payment options for assessments?
Please refer to the timeline below for payment options. The City does not accept partial
payments of the assessment.
Assessment Hearing &
final assessment
amount is determined
and the Assessment
Roll is adopted
Payments
received by
this date are
not charged
interest
Payments received by
this date are charged
the interest that has
accrued from the
date the Assessment
Roll is adopted
Annual payments to the
assessment are paid with your
property taxes. Interest is
collected each year based on
the outstanding principle owed
on the assessment
April or May
(typically)
90 days after
the Assessment
Roll is adopted
End of the year Term of the assessment*
*You can pay off an assessment after it has been certified to your property taxes. The City of Chanhassen Finance Department will calculate the
payoff amount, which will include the interest. The Term is based on a tiered amount found in the Policy.
Why does the City charge interest on assessments?
The City finances the entire project cost until all the assessments have been paid. The interest
charged on assessments is the rate the City pays for the bonding (as of the date of the
assessment) plus 2%. The interest charged is calculated as simple interest and not a compound
interest. Benefitting property owners are encouraged to consult private financial institutions
for other ways that can be used to pay off the assessment. This allows the property owner the
ability to negotiate the term and interest rates within the competitive market and may have
some tax advantages.
What does the Franchise Fees Pay for?
The Franchise Fees (passed in 2018) help pay for the City’s cost of the project. In lieu of
Franchise Fees, the annual property tax levy would have to be adjusted to fund the overall
Pavement Management Program (PMP).
How can I provide input on the project and the planned improvements?
A couple ways:
1. The City and their design consultants typically hold 2 public open houses during the
project implementation process. You can attend one or both of these and verbally
discuss the project or provide written comments on a comment card at those meetings.
2. Call the City’s Engineering Department at (952) 227-1160 and talk to one of the staff
working on the project.
3. E-mail the City’s Engineering Department at Engineering@ci.chanhassen.mn.us and
provide your comments or concerns.
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FAQ List
Pavement Management
How long has the Pavement Management Program (PMP) been in place?
The city has always performed some degree of pavement management, but it wasn’t a formalized process.
Implementation of the current Pavement Management Program (PMP) began in 2020 after the City Council
approved the franchise fee.
How does the city manage its street pavements?
The city has an outlined Pavement Management Program (PMP) and a dedicated funding source (the PMP
Fund). A general tax levy, franchise fees, municipal state aid (MSA), and assessments comprise the revenue of
the PMP fund. The projects are outlined in the 5-Yr Capital Improvement Plan (CIP), where the projects are
identified on this map. There is a separate FAQ category related to the franchise fee.
Chanhassen has approximately 119 miles of city-owned streets and has committed to its residents to provide
a systematic rehabilitation and repair program to assure that the streets are serviceable, safe, functional, and
provided at a reasonable cost to meet the needs of our residents and the traveling public.
The city is broken up into three geographic areas, and each area is field-reviewed for pavement condition once
every three years. This ensures we have accurate and timely information related to the condition of the
pavement. The pavement condition is based on a scale from 0-100, where 0 is a completely failed pavement,
and 100 is brand new. The city has established a goal to have the average pavement condition across the
entire network be 70 or greater. 70 is considered good condition. This means that many streets will have a
pavement condition less than 70, and many will have a pavement condition greater than 70, but the average is
to stay at or above 70. City staff annually analyzes the condition rating of the streets and proceeds in a manner
that “makes sense” and is within the funding provided. The goal of the program is to “do the right
maintenance at the right time.”
Four (4) maintenance and construction techniques are used as part of the PMP program: Sealcoat, Mill and
Overlay, Reclamation, and Reconstruction.
1. Sealcoat involves spraying a bituminous adhesive on the existing surface and topping it with small
graded aggregate rock. The excess aggregate is swept off and recycled. This activity helps protect the
pavement from oxidation and the effects of moisture.
2. Mill and overlay involve grinding off the top layer of the surface and installing a new top layer of
pavement. This is a structural improvement and extends the life cycle of the original pavement.
3. Reclamation takes it a step further, grinding up the asphalt and mixing it with the top part of the rock
base to create a new base layer. Then, two new layers of asphalt are installed on top of that base layer.
Excess material is generated and must be reused or hauled off and recycled.
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4. Reconstruction removes and replaces the existing asphalt pavement and aggregate base entirely and
installs an entire sand subsection, drain tile, curb, and gutter if not already present.
Some streets, typically the ones with a higher traffic volume, are designated as municipal state aid
routes and, therefore, are eligible for funding from the state. These streets are typically rehabilitated as
separate projects from normal city streets, but the techniques used and the project delivery are no different.
All street projects are assessed to benefit properties, whether they are MSA Routes or not. Assessments have a
separate FAQ.
255
Streets - 2025 Street Improvements
Overview
Request Owner Charlie Howley, PW Director/City Engineer
Department Annual Pvmnt Mgmt Contracted
Form Type Capital Improvement
Request Type Street Construction/Reconstruction
Project Number ST-012-2025
Description
The 5-year Capital Pavement Management Plan identi es the planned streets for the next ve years. The Plan is updated every fall to
review priorities and needs, but generally intends to keep the overall condition index (OCI) average across all streets at 70 or higher.
2025 Reconstruction 601-6053
The City uses a Pavement Management System in Cartegraph to monitor the condition of City streets. While proper preventative
maintenance extends the life of the street and is cost-effective, a street will eventually deteriorate to a point that major maintenance is
required. Rehabilitation projects exited the life of the street. In cases when utilities or poor subgrade needs to be replaced or where
streets have deteriorated to a point where rehabilitation will no longer be practical, reconstruction of the street is necessary. A feasibility
study is written to consider the merits of the project, scope of work, costs, and assessments.
The City has an Assessment Policy that identi es what and how much of the project is assessed to bene ting properties.
The 2025 Project is a full reconstruction scope.
Details
Type of Project Reconstruction
256
Capital Cost Breakdown
Capital Cost FY2025 Total
Engineering $800,000 $800,000
Construction/Maintenance $8,305,000 $8,305,000
Total $9,105,000 $9,105,000
Capital Cost
FY2025 Budget
$9,105,000
Total Budget (all years)
$9.105M
Project Total
$9.105M
Capital Cost by Year
Construction/Maintenance Engineering
2025 $9,105,000.00
$0 $2.5M $5M $7.5M
Capital Cost for Budgeted Years
TOTAL $9,105,000.00
Construction/Maintenance (91%)$8,305,000.0
Engineering (9%)$800,000.00
257
Funding Sources Breakdown
Funding Sources FY2025 Total
Streets - PMP Funds $2,960,000 $2,960,000
Streets - PMP Assessments $1,970,000 $1,970,000
Utility Fund - Water $1,750,000 $1,750,000
Utility Fund - Sewer $665,000 $665,000
Utility Fund - SW Mgmt $1,760,000 $1,760,000
Total $9,105,000 $9,105,000
Funding Sources
FY2025 Budget
$9,105,000
Total Budget (all years)
$9.105M
Project Total
$9.105M
Funding Sources by Year
Streets - PMP Assessments Streets - PMP Funds
Utility Fund - Sewer Utility Fund - SW Mgmt
Utility Fund - Water
2025 $9,105,000.00
$0 $2.5M $5M $7.5M
Funding Sources for Budgeted Years
TOTAL $9,105,000.00
Streets - PMP Assessments (22%)$1,970,000.0
Streets - PMP Funds (33%)$2,960,000.00
Utility Fund - Sewer (7%)$665,000.00
Utility Fund - SW Mgmt (19%)$1,760,000.00
Utility Fund - Water (19%)$1,750,000.00
258
City Council Item
May 12, 2025
Item Pioneer Ridge Tree Removal Update (Planning Case 25-01)
File No.Item No: J.1
Agenda Section ADMINISTRATIVE PRESENTATIONS
Prepared By Eric Maass, Community Development Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
No formal action; general update only.
Motion Type N/A
Strategic
Priority Development & Redevelopment
SUMMARY
At the May 5th, 2025 City Council meeting the City Council was asked to consider a Land Disturbance
and Tree Clearing Contract associated with the townhome development referred to as Pioneer Ridge.
That contract would have allowed for tree removals following preliminary plat approval but prior to
final plat approval with certain conditions and financial securities. This contract was being considered
under the basis of a deadline for tree removals of June 1st, 2025 related to federal regulations regarding
the northern long eared bat. Based on questions surrounding the extent of tree removals, the City
Council did not take action on the proposed contract and directed staff to work with the applicant to
provide clarifications to concerns related to the proposed tree removals.
City of Chanhassen planning and forestry staff met with representatives from Brandl Anderson,
including their ecological consultant, on May 6. After further review of the federal regulations
pertaining to protection of the Northern Long-Eared Bat, it was found that the federal regulations only
259
apply to a construction project when it has a federal nexus, such as a federal permit or federal funding.
The U.S. Army Corps of Engineers issued a letter dated April 14, 2025, indicating that the Pioneer
Ridge project does not require a federal permit through their organization. Additionally, there is no
federal funding associated with the Pioneer Ridge project. Based on no federal permit or federal
funding, there is no federal nexus between the Pioneer Ridge project and federal regulations. As a
result, there are no timing restrictions for tree removals for the Pioneer Ridge development. The City
Council is no longer being asked to consider a Land Disturbance and Tree Removal Contract.
Tree removals and site grading will commence only after the City has approved final construction
plans.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
N/A
ATTACHMENTS
Memo to City Council
260
Date: May 7, 2025
To: Chanhassen Mayor and Chanhassen City Council
From: Eric Maass, AICP, EDFP
Subject: Pioneer Ridge Development Land Disturbance and Tree Clearing Contract
At the May 5th, 2025 City Council meeting the City Council was asked to consider a Land Disturbance
and Tree Clearing Contract associated with the townhome development referred to as Pioneer Ridge.
That contract would have allowed for tree removals following preliminary plat appro val but prior to
final plat approval with certain conditions and financial securities. This contract was being considered
under the basis of a deadline for tree removals of June 1 st, 2025 related to federal regulations
regarding the northern long eared bat. Based on questions surrounding the extent of tree removals,
the City Council did not take action on the proposed contract and directed staff to work with the
applicant to provide clarifications to concerns related to the proposed tree removals.
City of Chanhassen planning and forestry staff met with representatives from Brandl Anderson,
including their ecological consultant, on May 6 th. After further review of the federal regulations
pertaining to protection of the Northern Long-Eared Bat, it was found that the federal regulations only
apply to a construction project when it has a federal nexus, such as a federal permit or federal fundi ng.
The U.S. Army Corps of Engineers issued a letter dated April 14, 2025, indicating that the Pioneer Ridge
project does not require a federal permit through their organization. Additionally, there is no federal
funding associated with the Pioneer Ridge project. Based on no federal permit or funding, there is no
federal nexus between the Pioneer Ridge project an d federal regulations. As a result, there are no
timing restrictions for tree removals for the Pioneer Ridge development and the City Council will not be
asked to consider a Land Disturbance and Tree Removal Contract at its meeting on May 12 th, 2025.
Tree removals and grading of the site will commence only after the City has approved the final
construction plans.
Sincerely,
Eric Maass, Community Development Director
Attachments:
Army Corps of Engineers Letter dated April 14, 2025.
261
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, ST. PAUL DISTRICT
ST. PAUL DISTRICT OFFICE
332 MINNESOTA STREET SUITE E1500
ST. PAUL MINNESOTA 55101
April 14, 2025
Regulatory File No. MVP-2025-00368-SSC
Christopher Contreras
Pioneer Ridge, LLC
221 River Ridge Circle South
Burnsville, Minnesota 55337
ccontreras@brandlanderson.com
Dear Christopher Contreras,
This letter contains an Approved Jurisdictional Determination (AJD) for the area(s) identified
below, located on the Brandl Anderson - Pioneer Ridge site in Section 27, Township 116N,
Range 023W, Carver County, Minnesota. The review area for this determination is identified on
the enclosed figure labeled: MVP-2025-00368-SSC, Pages 1-3 of 3.
Non-Jurisdictional Area(s):
We have determined that the following area(s) are not waters of the United States subject to
Corps of Engineers (Corps) jurisdiction under Section 404 of the Clean Water Act or Sections 9
or 10 of the Rivers and Harbors Act:
• WB-01, (0.09 acre)
• WB-02, (0.03 acre)
• WC-01, (237 linear feet, 0.08 acre)
You are not required to obtain Corps authorization within the area(s) listed above. This
determination only applies to the area(s) identified above and is based on a reasonable
approximation of their location and boundaries. The basis for this determination is provided in
the enclosed Memorandum for Record.
The proposed work identified in your request and reflected on the attached drawing(s) does
not require Corps authorization. If a change in design or location is contemplated, please
contact our office to reassess permit requirements. Please note that you may need state or local
authorizations.
Agricultural Lands Information:
This determination has been conducted to identify the location and extent of the aquatic
resources for purposes of the Clean Water Act for the particular site identified in this request.
This determination may not be valid for the Wetland Conservation Provisions of the Food
Security Act of 1985, as amended. If you or your tenant are USDA program participants, or
anticipate participation in USDA programs, you should discuss the applicability of an NRCS
Certified Wetland Determination with the local USDA service center, prior to starting work.
Appeal Process:
If you object to this approved jurisdictional determination, you may request an administrative
appeal under Corps regulations at 33 CFR 331. Enclosed you will find a Notification of Appeal
262
Regulatory Division (File No. MVP-2025-00368-SSC)
Page 2 of 2
Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination, you must submit a completed RFA form to the Mississippi Valley Division Office
at the address shown on the form. In order for an RFA to be accepted by the Corps, the Corps
must determine that it is complete, that it meets the criteria for appeal under 33 CFR 331.5, and
that it has been received by the Division Office within 60 days of the date of the enclosed NAP.
It is not necessary to submit an RFA form to the division office if you do not object to the
determination in this letter.
AJD Expiration:
This AJD may be relied upon for five years from the date of this letter. However, the Corps
reserves the right to review and revise the determination in response to information that was not
considered during our initial review.
Contact Information:
If you have any questions, please contact me in our St. Paul District Office at 651-290-5268 or
samantha.s.coungeris@usace.army.mil. In any correspondence or inquiries, please refer to the
Regulatory file number shown above.
Sincerely,
Samantha Coungeris
Project Manager
Enclosures
Project Figures, AJD MFR, Appeals Form
cc:
Malia Stone, Westwood Professional Services; malia.stone@westwoodps.com
John Anderson, Pioneer Ridge LLC; johnbranderson@aol.com
263
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, ST. PAUL DISTRICT
332 MINNESOTA STREET, SUITE E1500
ST. PAUL, MN 55101-1323
MVP 14 April 2025
MEMORANDUM FOR RECORD
SUBJECT: US Army Corps of Engineers (Corps) Approved Jurisdictional Determination
in accordance with the “Revised Definition of ‘Waters of the United States’”; (88 FR
3004 (January 18, 2023) as amended by the “Revised Definition of ‘Waters of the
United States’; Conforming” (8 September 2023) ,1 MVP-2025-00368-SSC, MFR 1 of 1 2
BACKGROUND. An Approved Jurisdictional Determination (AJD) is a Corps document
stating the presence or absence of waters of the United States on a parcel or a written
statement and map identifying the limits of waters of the United States on a parcel.
AJDs are clearly designated appealable actions and will include a basis of JD with the
document.3 AJDs are case-specific and are typically made in response to a request.
AJDs are valid for a period of five years unless new information warrants revision of the
determination before the expiration date or a District Engineer has identified, after public
notice and comment, that specific geographic areas with rapidly changing
environmental conditions merit re-verification on a more frequent basis.4
On January 18, 2023, the Environmental Protection Agency (EPA) and the Department
of the Army (“the agencies”) published the “Revised Definition of ‘Waters of the United
States,’” 88 FR 3004 (January 18, 2023) (“2023 Rule”). On September 8, 2023, the
agencies published the “Revised Definition of ‘Waters of the United States’;
Conforming”, which amended the 2023 Rule to conform to the 2023 Supreme Court
decision in Sackett v. EPA, 598 U.S., 143 S. Ct. 1322 (2023) (“Sackett”).
This Memorandum for Record (MFR) constitutes the basis of jurisdiction for a Corps
AJD as defined in 33 CFR §331.2. For the purposes of this AJD, we have relied on
Section 10 of the Rivers and Harbors Act of 1899 (RHA),5 the 2023 Rule as amended,
1 While the Revised Definition of “Waters of the United States”; Conforming had no effect on some
categories of waters covered under the CWA, and no effect on any waters covered under RHA, all
categories are included in this Memorandum for Record for efficiency.
2 When documenting aquatic resources within the review area that are jurisdictional under the Clean
Water Act (CWA), use an additional MFR and group the aquatic resources on each MFR based on the
TNW, the territorial seas, or interstate water that they are connected to. Be sure to provide an identifier to
indicate when there are multiple MFRs associated with a single AJD request (i.e., number them 1, 2, 3,
etc.).
3 33 CFR 331.2.
4 Regulatory Guidance Letter 05-02.
5 USACE has authority under both Section 9 and Section 10 of the Rivers and Harbors Act of 1899 but for
convenience, in this MFR, jurisdiction under RHA will be referred to as Section 10.
264
MVP
SUBJECT: 2023 Rule, as amended, Approved Jurisdictional Determination in Light of
Sackett v. EPA, 143 S. Ct. 1322 (2023), MVP-2025-00368-SSC
2
as well as other applicable guidance, relevant case law, and longstanding practice in
evaluating jurisdiction.
1. SUMMARY OF CONCLUSIONS.
a. Provide a list of each individual feature within the review area and the
jurisdictional status of each one (i.e., identify whether each feature is/is not a
water of the United States and/or a navigable water of the United States).
i. WB-01 (0.09 acre), non-jurisdictional
ii. WB-02 (0.03 acre), non-jurisdictional
iii. WC-01 (0.08 acre, 237 linear feet), non-jurisdictional
2. REFERENCES.
a. “Revised Definition of ‘Waters of the United States,’” 88 FR 3004 (January 18,
2023) (“2023 Rule”)
b. “Revised Definition of ‘Waters of the United States’; Conforming” 88 FR 61964
(September 8, 2023)
c. Sackett v. EPA, 598 U.S. 651, 143 S. Ct. 1322 (2023)
d. January 2023 Rule preamble at 88 FR 3090
e. “Memorandum To The Field Between The U.S. Department Of The Army, U.S.
Army Corps Of Engineers And The U.S. Environmental Protection Agency
Concerning The Proper Implementation Of ‘Continuous Surface Connection’
Under The Definition Of “Waters Of The United States” Under The Clean Water
Act” (March 12, 2025)
3. REVIEW AREA.
a. Project Area Size (in acres): approximately 13 acres
b. Location Description: The review area is located within Sections 8 and 17,
Township 116 North, Range 23 West, Carver County, Minnesota.
c. Center Coordinates of the Project Site (in decimal degrees) Latitude
44.828244, Longitude -93.562135
d. Nearest City or Town: Chanhassen
e. County: Carver
f. State: Minnesota
265
MVP
SUBJECT: 2023 Rule, as amended, Approved Jurisdictional Determination in Light of
Sackett v. EPA, 143 S. Ct. 1322 (2023), MVP-2025-00368-SSC
3
g. Other associated Jurisdictional Determinations (including outcomes): none
4. NEAREST TRADITIONAL NAVIGABLE WATER (TNW), THE TERRITORIAL SEAS,
OR INTERSTATE WATER TO WHICH THE AQUATIC RESOURCE IS
CONNECTED. N/A
5. FLOWPATH FROM THE SUBJECT AQUATIC RESOURCES TO A TNW, THE
TERRITORIAL SEAS, OR INTERSTATE WATER. N/A
6. SECTION 10 JURISDICTIONAL WATERS 6: Describe aquatic resources or other
features within the review area determined to be jurisdictional in accordance with
Section 10 of the Rivers and Harbors Act of 1899. Include the size of each aquatic
resource or other feature within the review area and how it was determined to be
jurisdictional in accordance with Section 10.7 N/A
7. SECTION 404 JURISDICTIONAL WATERS: Describe the aquatic resources within
the review area that were found to meet the definition of waters of the United States
in accordance with the 2023 Rule as amended, consistent with the Supreme Court’s
decision in Sackett. List each aquatic resource separately, by name, consistent with
the naming convention used in section 1, above. Include a rationale for each aquatic
resource, supporting that the aquatic resource meets the relevant category of
“waters of the United States” in the 2023 Rule as amended. The rationale should
also include a written description of, or reference to a map in the administrative
record that shows, the lateral limits of jurisdiction for each aquatic resource,
including how that limit was determined, and incorporate relevant references used.
Include the size of each aquatic resource in acres or linear feet and attach and
reference related figures as needed.
a. Traditional Navigable Waters (TNWs) (a)(1)(i): N/A
b. The Territorial Seas (a)(1)(ii): N/A
c. Interstate Waters (a)(1)(iii): N/A
6 33 CFR 329.9(a) A waterbody which was navigable in its natural or improved state, or which was
susceptible of reasonable improvement (as discussed in § 329.8(b) of this part) retains its character as
“navigable in law” even though it is not presently used for commerce, or is presently incapable of such
use because of changed conditions or the presence of obstructions.
7 This MFR is not to be used to make a report of findings to support a determination that the water is a
navigable water of the United States. The district must follow the procedures outlined in 33 CFR part
329.14 to make a determination that water is a navigable water of the United States subject to Section 10
of the RHA.
266
MVP
SUBJECT: 2023 Rule, as amended, Approved Jurisdictional Determination in Light of
Sackett v. EPA, 143 S. Ct. 1322 (2023), MVP-2025-00368-SSC
4
d. Impoundments (a)(2): N/A
e. Tributaries (a)(3): N/A
f. Adjacent Wetlands (a)(4): N/A
g. Additional Waters (a)(5): N/A
8. NON-JURISDICTIONAL AQUATIC RESOURCES AND FEATURES
a. Describe aquatic resources and other features within the review area identified in
the 2023 Rule as amended as not “waters of the United States” even where they
otherwise meet the terms of paragraphs (a)(2) through (5). Include the type of
excluded aquatic resource or feature, the size of the aquatic resource or feature
within the review area and describe how it was determined to meet one of the
exclusions listed in 33 CFR 328.3(b).8 N/A
b. Describe aquatic resources and features within the review area that were
determined to be non-jurisdictional because they do not meet one or more
categories of waters of the United States under the 2023 Rule as amended (e.g.,
tributaries that are non-relatively permanent waters; non-tidal wetlands that do
not have a continuous surface connection to a jurisdictional water).
WB-01, WB-02, and WC-01 are not TNWs, territorial seas, or interstate waters
and are therefore not (a)(1) waters. WB-01 and WB-02 do not connect to any
other wetlands or tributaries on or off-site. WB-01 and WB-02 were evaluated as
potential (a)(4) waters but do not have a continuous surface connection to a
jurisdictional water. WC-01 was evaluated as a potential (a)(3) water and was
found to not meet this category because it is not a relatively permanent water
with a continuous surface connection to a paragraph (a)(1) or (a)(3) water.
The National Wetland Inventory (NWI) and National Hydrography Dataset (NHD)
were both reviewed for the site and did not denote the presence of WB-01, WB-
02, or WC-01 or any other surface waters flowing through the site. Soils within
this area are described as predominantly non-hydric, with two small areas in the
southwest and northwest of the site denoted as hydric and predominantly hydric
(Soil Survey).
WB-01 and WB-02 are located within a topographically low area alongside
Pioneer Trail (roadway). Both of these wetlands appear to have developed after
8 88 FR 3004 (January 18, 2023)
267
MVP
SUBJECT: 2023 Rule, as amended, Approved Jurisdictional Determination in Light of
Sackett v. EPA, 143 S. Ct. 1322 (2023), MVP-2025-00368-SSC
5
Pioneer Trail was realigned further north from its original position (between 2006
and 2008, GoogleEarth Imagery). WB-01 flows into a culvert, a discrete feature,
which does not directly abut a covered water. WB-02 is located west of WB-01
and is separated from WB-01 by uplands, based on the wetland delineation
report submitted on behalf of the applicant. No other aquatic resources were
identified in this area of the site.
WC-01 was delineated based on the presence of a bed and bank within the
channel. The watercourse flows east where it empties into a constructed
stormwater basin. Hillshade and 3DEP (3D Elevation Program) Digital Elevation
Modeling (DEM) were reviewed for this area and did not show a continuous
surface connection to a jurisdictional water. The stormwater basin is surrounded
by uplands.
WB-01 and WB-02 do not have a continuous surface connection to a relatively
permanent jurisdictional water and as such do not meet the definition of adjacent
and cannot be evaluated as an (a)(4) adjacent wetland; therefore, WB-01 and
WB-02 are non-tidal wetlands that are not jurisdictional under the 2023 Revised
Definition of ‘Waters of the United States’; Conforming” 88 FR 61964 Final Rule.
WC-01 is a tributary evaluated under (a)(3) and determined to not be a relatively
permanent water with a continuous surface connection to a paragraph (a)(1) or
(a)(3) water; therefore, this non-relatively permanent feature is not jurisdictional
under the 2023 “Revised Definition of ‘Water of the United States’; Conforming”
88 FR 61964 Final Rule.
9. DATA SOURCES. List sources of data/information used in making determination.
Include titles and dates of sources used and ensure that information referenced is
available in the administrative record.
a. Brandl Anderson – Bluff Creek Drive Wetland Delineation Report dated May 3,
2024
b. US Geological Survey, 3DEP Bare Earth DEM Dynamic service – hillshade and
3DEP DEM, accessed on April 14, 2025
c. Google Earth aerial imagery (1991 – present), accessed April 14, 2025
d. United States Geological Survey, National Hydrography Dataset, accessed on April
14, 2025
e. United States Fish and Wildlife Service, National Wetland Inventory, accessed
August 13, 2024
268
MVP
SUBJECT: 2023 Rule, as amended, Approved Jurisdictional Determination in Light of
Sackett v. EPA, 143 S. Ct. 1322 (2023), MVP-2025-00368-SSC
6
10. OTHER SUPPORTING INFORMATION. N/A
11. NOTE: The structure and format of this MFR were developed in coordination with
the EPA and Department of the Army. The MFR’s structure and format may be
subject to future modification or may be rescinded as needed to implement
additional guidance from the agencies; however, the approved jurisdictional
determination described herein is a final agency action.
269
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ENG FORM 6287, OCT 2024 PREVIOUS EDITIONS ARE OBSOLETE
Page 1 of 5
U.S. Army Corps of Engineers (USACE)
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS
AND REQUEST FOR APPEAL
For use of this form, see Section 404 of the Clean Water Act, Section 10 of the Rivers and Harbors Act of 1899, and
Section 103 of the Marine Protection, Research, and Sanctuaries Act; the proponent agency is CECW-COR.
Form Approved –
OMB No. 0710-0003
Expires 2027-10-31
DATA REQUIRED BY THE PRIVACY ACT OF 1974
Authority The authorities for requesting this information are Sections 9, 10, 13, and 14, Rivers and Harbors Act of March 3, 1899; Section
404, Clean Water Act; and Section 103 Marine Protection Research and Sanctuaries Act of 1972.
Principal Purpose This information serves as notification to affected parties regarding the USACE administrative appeal options and process, as well as
to facilitate requests for appeal of USACE decisions with which they disagree.
Routine Uses Routine uses will include: (a) To serve as notification to affected parties of the Corps administrative appeal options and process and to
facilitate requests for appeal of Corps decisions with which they disagree. (b) Records may be referred to the Department of Justice for
possible criminal prosecution. (c) Records may be referred to other Federal, State, and local agencies for evaluation and enforcement
purposes.
Disclosure Disclosure of this information is voluntary on your part. However, failure of individual to provide requested information could result in
inability to determine all pertinent information regarding a Department of the Army permit matter.
The Agency Disclosure Notice (ADN)
The Public reporting burden for this collection of information, 0710-0003, is estimated to average 1 hour per response, including time for reviewing
instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information.
Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services, at
whs.mc-alex.esd.mbx.dd-dod-information-collections@mail.mil. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
PURPOSE: This form is used to facilitate the initiation of the administrative appeals process. The appeals process allows an affected party to pursue an
administrative appeal of certain Corps of Engineers decisions with which they disagree.
Upon release, this form will also be available on the Corps website https://www.usace.army.mil/Missions/Civil-Works/Regulatory-Program-and-Permits/
Applicant: Pioneer Ridge, LLC c/o Christopher Contreras File Number: MVP-2025-00368-SSC Date: 4/14/2025
Documents Attached (select all that apply): Form Reference Section:
☐ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
☐ PROFFERED PERMIT (Standard Permit or Letter of permission) B
☐ PERMIT DENIAL WITHOUT PREJUDICE C
☐ PERMIT DENIAL WITH PREJUDICE D
☒ APPROVED JURISDICTIONAL DETERMINATION E
☐ PRELIMINARY JURISDICTIONAL DETERMINATION F
SECTION I
The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at
https://www.usace.army.mil/Missions/Civil-Works/Regulatory-Program-and-Permits/appeals/ or Corps regulations at 33 CFR Part 331.
270
Regulatory Division (File No. MVP-2025-00368-SSC)
ENG FORM 6287, OCT 2024 PREVIOUS EDITIONS ARE OBSOLETE
Page 2 of 5
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you
received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance
of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved
jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified
accordingly. You must complete Section II of this form and return the form to the district engineer. Upon receipt of your letter, the district engineer will
evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or
(c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district
engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you
received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of
the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved
jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the
declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division
engineer. This form must be received by the division engineer within 60 days of the date of this notice.
C. PERMIT DENIAL WITHOUT PREJUDICE: Not appealable
You received a permit denial without prejudice because a required Federal, state, and/or local authorization and/or certification has been denied for
activities which also require a Department of the Army permit before final action has been taken on the Army permit application. The permit denial
without prejudice is not appealable. There is no prejudice to the right of the applicant to reinstate processing of the Army permit application if
subsequent approval is received from the appropriate Federal, state, and/or local agency on a previously denied authorization and/or certification.
D: PERMIT DENIAL WITH PREJUDICE: You may appeal the permit denial
You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending
the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice.
E: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information for reconsideration
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means
that you accept the approved JD in its entirety and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of
the date of this notice.
• RECONSIDERATION: You may request that the district engineer reconsider the approved JD by submitting new information or data to the district
engineer within 60 days of the date of this notice. The district will determine whether the information submitted qualifies as new information or data
that justifies reconsideration of the approved JD. A reconsideration request does not initiate the appeal process. You may submit a request for
appeal to the division engineer to preserve your appeal rights while the district is determining whether the submitted information qualifies for a
reconsideration.
271
Regulatory Division (File No. MVP-2025-00368-SSC)
ENG FORM 6287, OCT 2024 PREVIOUS EDITIONS ARE OBSOLETE
Page 3 of 5
F: PRELIMINARY JURISDICTIONAL DETERMINATION: Not appealable
You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further
consideration by the Corps to reevaluate the JD.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision you may contact: If you have questions regarding the appeal process, or to submit your
request for appeal, you may contact:
Name: U.S. Army Corps of Engineers, St. Paul District Name: Brian Oberlies, Regulatory Appeals Review Officer
Street Address, City, State:
332 Minnesota Street Suite E1500
St. Paul, Minnesota 55101-1323
Street Address, City, State:
Mississippi Valley Division P.O. Box 80 (Walnut Street)
Vicksburg, MS 39181-0080
Phone: 651-290-5525 Phone: 601-634-5820
Email: brian.m.oberlies@usace.army.mil
SECTION II – REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
272
Regulatory Division (File No. MVP-2025-00368-SSC)
ENG FORM 6287, OCT 2024 PREVIOUS EDITIONS ARE OBSOLETE
Page 4 of 5
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear
concise statements. Use additional pages as necessary. You may attach additional information to this form to clarify where your reasons or objections are
addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal
conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the
appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of
information that is already in the administrative record.
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct
investigations of the project site during the course of the appeal process. You will be provided a 15-day notice of any site investigation and will have the
opportunity to participate in all site investigations.
Email address of appellant and/or agent
Telephone number
Signature of appellant or agent Date
273
City Council Item
May 12, 2025
Item 4th of July Parade Update
File No.Item No: K.1
Agenda Section CORRESPONDENCE DISCUSSION
Prepared By Priya Wall, Recreation Manager
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
A new route has been developed for the Annual Fourth of July Parade.
The new one-mile route begins at the intersection of Saddlebrook Curve and Kerber Boulevard. The
parade will travel south on Kerber Boulevard, turn east on West 78th Street, and end on Market Street,
past the entrance to the Chanhassen Dinner Theatre. The new route is a near-replica of the adjusted
2024 parade route, with the addition of a quarter-mile in length between Santa Vera Drive &
Saddlebrook Curve, and staging occurring exclusively on Kerber Blvd.
The new route was developed collaboratively between the Rotary Club, City Parks & Recreation, Fire,
Public Works, and Engineering Departments, and the Carver County Sheriff's Office, with hopes of
optimizing public safety while maintaining a high-quality spectator experience.
This is an informational item only; no action is required.
BACKGROUND
274
The City and the Rotary Club of Chanhassen partner to produce the Annual Fourth of July Parade, with
the City providing traffic control, public safety management, and overall event management. The
Rotary Club manages logistics, coordinates with parade entrants, and manages staging and flow during
the parade.
The parade was added to the Fourth of July Celebration in 1996. With minor adjustments, the parade
route remained consistent from 1996-2023.
In 2024, prompted by road projects and traffic safety concerns along the historical parade route, a new
route was developed for the parade. The three-quarter mile route began at the intersection of Kerber
Boulevard and Santa Vera Drive. The parade was to travel south on Kerber Boulevard, turn east on
West 78th Street, and end on Market Street, past the entrance to the Chanhassen Dinner Theatre. The
parade was to reverse and travel in the opposite direction from the traditional route.
Due to severe weather during the parade staging and parade time, the 2024 parade was cancelled. This is
the only time the parade has been cancelled in its 28-year history.
DISCUSSION
The primary reason the 2024 parade route was adjusted is that City Pavement Rehabilitation Project
construction was occurring along the traditional route and staging area (Chan View Drive, Iroquois
Circle, West 76th Street, and Huron Avenue), making it impossible to run the parade along its
traditional route. A secondary reason was that increased popularity of Fourth of July Celebration events
has created increased vehicle & pedestrian traffic downtown, spurring a desire to consider alternate
routes that could optimize public safety during the parade.
With a new route being necessary in 2024, the intention was to use the year as a "trial" to see if the
newly developed route could be successful moving forward. Depending on its success, it would either
become the new parade route, undergo adjustments, or the parade would revert back to the traditional
route. With the cancellation of the 2024 parade due to severe weather, the opportunity to "trial" the new
route was lost.
The 2025 parade route is a near-replica of the proposed 2024 route. It maintains the L-shaped route that
was a focus in 2024, which provides an easier entrance/exit to the downtown area for resident and
emergency vehicles before, during, and after the parade. Prompted by the desire for a longer route with
more viewing areas for spectators, the 2025 route adds an additional quarter-mile to the 2024 route. The
2025 route length is 1 mile, which is consistent with comparable parades in the Twin Cities area.
2025 length: 1.00 mile
2024 length: 0.75 mile
2023 length: 1.50 mile
Notification letters and parade maps will be sent to all residential and commercial property owners
along the parade route on June 16, 2025. Letters will also be sent to property owners along the former
2024 route and former 2023/traditional route, to notify them of the change. Poke-in signage will be
placed in neighborhoods along the new route and both old routes, with QR codes and directions to the
City website for parade maps and information. Notification of the route will also be done via digital and
print media, on the City website, and via City social media accounts.
275
After this year's parade, the new route will be evaluated and reviewed. Depending on its success, the 4th
of July Parade route for 2026 and moving forward will remain the same as the 2025 route, will be
adjusted, or will revert back to the 2023/traditional route.
BUDGET
RECOMMENDATION
ATTACHMENTS
2025 Route Map
2024 Route Map
2023 Route Map
2025 Parade Application
Parade Notification Letters
May 13, 2024 City Council Parade Update
276
LIBRARY
Parade RouteNEW
PA RADE PRODUCED BY:
TARGET
CUBFOODS
CHANHASSEN
DINNER THEATREPOWERS BLVD.SIERR A TR AIL
BUCKINGW
O
O
D
COUR T
W 78TH ST.LAREDO DR.CITY CENTER
PA RK
MEADOW
GREENPARK
W 76TH ST.
W 78TH ST.
SANTA FE TR.
MARKET ST .SA DD L E B R OOK TRAIL
PONTIA C L A N E
BIGHORN D RIVES A N TAVERADRIVEBE L MONTLANEParade Staging Only
Parade
Staging Only
Participant
Check-In
Road Closure Time00:00
Alternate Traffic Route
Participants Only
Line Up Area
Parade Route
Food & Beverage Sales
277
Parade RouteNEW
PRODUCED BY:
LIBRARY
TARGET
CUBFOODS
CHANHASSEN
DINNER THEATREPOWERS BLVD.W 78TH ST.LAREDO DR.W 76TH ST.
W 78TH ST.
CHAN VIEW
SANTA FE TR.
MARKET ST .
ParadeStaging Only
Parade Staging Only
Participant
Check-In
Road Closure Time00:00
Alternate Traffic Route
Participants Only
Line Up Area
Parade Route
Food & Beverage Sales
278
Pa radeRoute
Produced by:
Food, water &
beer sales
Parade
InfoLIBRARY
Access Point Check-in Tent
Restricted Entrance (Participants & Local Traffic Only)
Barricade Set-Up Time
Restricted Entrance
Alternate Traffic Route
Participants Only
Line Up Area
Parade Route
00:00
00:00
279
280
2 of 4
TEMPORARY EVENT PERMIT APPLICATION FORM
SECTION FOUR: EVENT INFORMATION
Event Title:
Event Location:
Event Description:
Event Date(s):
Provisions for parking and security:
Number participants/attendees:Number of Employees/Workers:
Event Time(s):
Event Subtype:
Will there be sound amplification equipment?
Will merchandise be sold at the event?
Narrative Required: (only for Special Event Permit)
Will there be signage at the event?
Race/Walk (complete and attach race addendum form)
If yes, attach additional permit.
If yes, please describe:
If yes, attach additional permit.
Festival
No
No
No
Sidewalk sales Promotional event Seasonal produce
Christmas TreesConcert
Yes
Yes
Yes
Temporary food & beverage sales
Other:
(Street, City, State, & Zip)
Please provide a narrative including the following information:
»Description of event
»Parking arrangements
»Security
»Potential impact on public safety, traffic, and other services including proposed mitigation strategy
Parade
Kerber Blvd-W 78th Street-Great Plains Blvd-Market Street
July 4th 2025 2:30pm-4:30pm
Rotary Club of Chanhassen July 4th Parade
Partnering with SW Transit and City of Chanhassen
100+volunteers70
Rotary Club of Chanhassen July 4th Parade
Each year over the July 4th holiday, the Rotary Club of Chanhassen partners with the City of
Chanhassen to celebrate our countries freedom with a Parade. Local celebrities, school groups,
service groups and corporations take part in the celebrationwhich includes a historic flyover down
main street in Chanhassen.
Parking for viewers is coordinated with the City, local leasing agents and businesses.
Security is contracted thru and provided by Carver County Sheriffs office.
The City along with the Rotary Club of Chanhassen work hand in hand to provide a safe enjoyable
experience for all who attend. The City's Emergency Management Team coordinates crowd safety
protocol with Rotary members and volunteers to keep children at a safe distance from moving
vehicles, making use of barricades, signage and safety cones to indicate NO Parking and Pedestrian
crossing zones.
281
3 of 4
TEMPORARY EVENT PERMIT APPLICATION FORM
SECTION FOUR: EVENT INFORMATION (CONTINUED)
Equipment/Set-Up
Insurance Required:
Staging/Scaffolding
Signage # (include size and location on map)
Tents/Canopies # (include size and location on map)
Tent Size(s):
Lighting Statues or structures Portable restrooms
Select all that apply (show all equipment on your attached map).
Proof of liability insurance must be provided at city discretion.
Please list the outside companies/vendors that you are using for any of the checked boxes above. A complete list
of vendors must be submitted prior to your event.
Map Required:
»Surrounding street names
»Directional arrows
»Twenty foot (20’) fire lanes
»Fencing/Barriers
»Street closure points
»Barricades
»Bleachers
»Booths
»Generators
»Canopies/Tents
»Cooking Areas
»Generators
»Vehicles
»Beer gardens
»Number and dimension of
entrances/exits
»Start/Finish lines
» Routes with directional
arrows
»Fire extinguisher locations
»Safety and First Aid stations
»Parking areas
»Special lighting
»Trash/Recycling containers
Maps are required for the overall event layout as well as any separately fenced areas such as beer/wine gar-
dens or contained areas as part of a parade/march route.
As a general rule, maps must include the following:
SECTION FIVE: FOOD
Will food be served at the event?
Will food be prepared off-site but served on-site?
Will any of the following appliances be used? (Check all that apply)
Will food be prepared on-site?
Will food be grilled on-site?
NOTE: If using any of the cooking methods listed above other than warming ovens, Chanhassen Fire Department
Policy #50-2005 Temporary Assemblies and Tents must be followed.
If no, skip to next section.
If yes, select one:
*Size of LP gas tank:
No
No
No
Deep fat fryer Warming oven Corn roaster
Other:
No LP Gas*
.lbs
Yes
Yes
Yes
Gas griddle (flat top)
Yes Charcoal
check in directiona
1 10x10 at Kerber
2@10x10 & 1@10x20
None of the above
282
283
284
2 of 2
SECTION THREE: RACE DETAILS
TEMPORARY EVENT PERMIT APPLICATION: RACE ADDENDUM
Number of People Participating:
(Attach additional document if necessary)
How much of the street will the race use?
Number of Units in Race:
Space Between Units:Race Assembly Time:
Trails/Sidewalks One Lane Two Lanes Full Width Full Width & Trails/sidewalk
Race Assembly Area:
Traffic Management Plan:
4
10,000+70-90
50 ft. 12:30pm
Kerber Boulevard, from Pontiac Lane to Saddlebrook Curve
4 4
Working with City of Chanhassen.
285
Document Path: K:\Departments\Parks\ParadeRoute\2025\Parade Notification Map.aprxParade Notification Map, 2025 Route
City of Chanhassen
Lotus Lake
Kerber Pond
L a k eDrEChaparralLnMarketBlv
dRe
d
wing L n
W 78th St
Po n t i a c
L n Car
verBeac
hRdM
ars
hDr
W 7 7 t h
S t
MainStS a n t a
V e r a D rSa n ta F e T rlChippewaTrlKerberBl
v
d
P r e a k nessLn
LaredoLnB ig h o r n
D r
FrontierTrlLaredo DrS i e r ra T rlU t ica Ln
SaratogaDr
Highland
DrDerbyDr
W 76 t h
S t
HiddenCtGreatPlainsBlvdS a d dle
b
rookTr
lPimaL
n
Chan
ViewRedman LnH id d en
Ln
D e l
R i o D rC
anyo n CurvPont
iac Ci rC o n e stogaT r lTro
t
tersCi
r
ErieAveLongviewCirHuronKiowaB i g WoodsBlvd
B utte Ct
Kim berly
LnLake Dr
Park R d
W 79thS tMarketSt
ST17
SA5PowersBlvd
ArboretumBlvd
MarketBlvdST101 Carver County GIS
Date Created: 5/7/2025
Created By: City of Chanhassen - Engineering Department µ0 0.1
Mile
0 500
Feet
Parade Notification Area
286
June 16, 2025
Dear Property Owner Along the Parade Route:
The 4th of July holiday is rapidly approaching and is a very exciting time of the year. Part of the
excitement is the annual 4th of July Parade, scheduled for Friday, July 4th at 2:30 p.m.
This year’s parade route has been adjusted from prior years. Your property is located within, along, or
near the new parade route or float staging area. The map showing the new parade route, staging area,
road closures, and times is enclosed.
Kerber Boulevard will be closed between Buckingwood Court/Belmont Lane and Saddlebrook Curve
from 12:30-4:30pm, and from Saddlebrook Curve to West 78th Street from 1:30-4:30pm. Residents will
have access to their homes via Powers Boulevard, Laredo Drive, or Frontier Trail.
Additionally, it would be greatly appreciated if all property owners along West 78th Street could turn off
their irrigation systems during the parade time frame.
Thank you in advance for your cooperation and understanding. Please reach out if you have any
questions, comments, concerns, or feedback. Have a safe and enjoyable holiday.
Sincerely,
Priya Wall
Recreation Manager
pwall@chanhassenmn.gov
952-227-1122
www.chanhassenmn.gov/4th
287
Document Path: K:\Departments\Parks\ParadeRoute\2025\Parade Notification Map.aprxParade Notification Map, 2024 Route
City of Chanhassen
NicholasWayW78thSt
S a n ta V e ra D rK
e
r
b
e
r
B
l
v
d
K e l l y Ct
K i m b erlyLnST17Powers BlvdCarver County GIS
Date Created: 5/6/2025
Created By: City of Chanhassen - Engineering Department µ0 0.1
Mile
0 500
Feet
Parade Notification Area
288
June 16, 2025
Dear Property Owner,
The 4th of July holiday is rapidly approaching and is a very exciting time of the year. Part of the
excitement is the annual 4th of July Parade, scheduled for Friday, July 4th at 2:30 p.m.
This year’s parade route has been adjusted from prior years. Your property is not located along the new
parade route or float staging area.
The map showing the new parade route, staging area, road closures, and times is enclosed. Signage will
be placed along the former parade route to communicate this change to those looking to view the parade.
Thank you in advance for your cooperation and understanding. Please reach out if you have any
questions, comments, concerns, or feedback. Have a safe and enjoyable holiday.
Sincerely,
Priya Wall
Recreation Manager
pwall@chanhassenmn.gov
952-227-1122
www.chanhassenmn.gov/4th
289
Document Path: K:\Departments\Parks\ParadeRoute\2025\Parade Notification Map.aprxParade Notification Map, 2023 & Prior Route
City of Chanhassen
Kerber Pond
MarketBlvdLaredo DrW 78th St
W 7 7 t h
S t
S a nta F e T rlSantaFeCirChi
ppewaTrlLaredoLnPicha
Dr
S a nta
V e r a D rSaratogaDr
Highland Dr
Joann aD rKerber BlvdW 76th St
GreatPlainsBlvdC ha n View Frontier TrlD e l R i o D r
C i m a r r o n
C i rLongviewCir
IroquoisHuronA rb o retu m
B lvdKiowa
W 79thS tM a r k e t S t
SA5
ArboretumBlvd
Carver County GIS
Date Created: 5/6/2025
Created By: City of Chanhassen - Engineering Department
Parade Notification Area
µ0 0.1
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June 16, 2025
Dear Property Owner,
The 4th of July holiday is rapidly approaching and is a very exciting time of the year. Part of the
excitement is the annual 4th of July Parade, scheduled for Friday, July 4th at 2:30 p.m.
This year’s parade route has been adjusted from prior years. Your property is not located along the new
parade route or float staging area.
We understand that many individuals have established traditions along the former parade route, and we
recognize that this change will affect those traditions. Please know that we did not make this decision
lightly. We sincerely hope you will continue to participate in the Chanhassen Fourth of July Celebration
and find new ways to incorporate it into your traditions.
The map showing the new parade route, staging area, road closures, and times is enclosed. Signage will
be placed along the former parade route to communicate this change to those looking to view the parade.
Thank you in advance for your cooperation and understanding. Please reach out if you have any
questions, comments, concerns, or feedback. Have a safe and enjoyable holiday.
Sincerely,
Priya Wall
Recreation Manager
pwall@chanhassenmn.gov
952-227-1122
www.chanhassenmn.gov/4th
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City Council Item
May 13, 2024
Item Fourth of July Parade Update
File No.Item No: I.2
Agenda Section ADMINISTRATIVE PRESENTATIONS
Prepared By Priya Tandon, Recreation Manager
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Operational Excellence
SUMMARY
Prompted by traffic safety concerns with the historical route and 2024 road projects in the downtown
area, a new route has been developed for the Annual Fourth of July Parade.
The new three-quarter-mile route begins at the intersection of Kerber Boulevard and Santa Vera Drive.
The parade will travel south on Kerber Boulevard, turn east on West 78th Street, and end on Market
Street, past the entrance to the Chanhassen Dinner Theatre. The parade will reverse and travel in the
opposite direction from the traditional route.
BACKGROUND
The parade was added to the Annual Fourth of July Celebration in 1996, making 2024 the 28th year of
the parade. With minor adjustments, the parade route has remained consistent from 1996-2023.
The city and the Rotary Club of Chanhassen partner to produce the annual parade, with the city
providing traffic control, public safety management, and overall event management. The Rotary Club
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manages logistics, coordinates with parade entrants, and manages staging and flow during the parade.
DISCUSSION
A portion of the historical parade route (Chan View Drive) and float staging area (Iroquois Circle, West
76th Street, and Huron Avenue) will be under construction in July 2024 as part of the City Pavement
Rehabilitation Project. Delaying construction along the parade route and staging area until after the
Fourth of July was considered, but is not feasible due to significant budgetary implications. The parade
would not be able to stage or run through the construction area while maintaining safety.
The increased popularity of the Fourth of July Celebration events, increased vehicle traffic downtown
on the Fourth of July, and end-of-parade float and pedestrian traffic have resulted in traffic safety
concerns with the historical parade route in recent years. Potentially unsafe situations have arisen when
trying to clear downtown Chanhassen of vehicles, pedestrians, and float traffic as the first half of the
parade has ended and the second half of the parade continues on. Large gaps in the parade have also
been a challenge, with gaps of up to 10 minutes between floats.
Staff have worked closely as a group with Chanhassen Fire, Public Works, Carver County Sheriff's
Office, the Rotary Club of Chanhassen, and local downtown businesses to develop a new parade route
that does not overlap construction areas, optimize public safety, minimize impacts to the downtown
area, and provides the best viewer experience for residents and visitors. Eight new routes were
considered. All route options were kept downtown Chanhassen, to maintain the tradition of the parade
and focus on downtown. A primary focus when developing the new route was maintaining access to all
downtown businesses and allowing for easy entrance/exit to the downtown area for vehicles before,
during, and after the parade, to optimize general safety and safety during the event of an emergency.
The new three-quarter-mile route begins at the intersection of Kerber Boulevard and Santa Vera Drive.
The parade will travel south on Kerber Boulevard, turn east on West 78th Street, and end on Market
Street, past the entrance to the Chanhassen Dinner Theatre. The parade will reverse and travel in the
opposite direction from the traditional route.
BUDGET
RECOMMENDATION
ATTACHMENTS
Historical Route Map
New Route Map (public)
New Route Map (internal)
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City Council Item
May 12, 2025
Item First Quarter 2025 Economic Development Activity Report
File No.Item No: K.2
Agenda Section CORRESPONDENCE DISCUSSION
Prepared By Sam DiMaggio, Economic Development Manager
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Development & Redevelopment
SUMMARY
Staff has compiled the First Quarter Report, providing a summary of the Economic Development
Department’s activities and business-related insights.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
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ATTACHMENTS
1st Quarter ED Report 2025
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2025 Economic
Development Activity
1st Quarter
1
ON-SITE OR VIRTUAL VISITS
1st Quarter Dandy Lion Coffee, Hansen Hometech, Kraus Anderson, and Phillips Edison & Company.
SUMMARY OFBUSINESS VISITS
1st Quarter Staff has been working with local property owners and developers on the potential
growth and expansion of their properties within the City of Chanhassen, helping them
maximize the use of their land and buildings. In addition, a growing number of
developers have reached out to staff seeking available properties or assistance with sites
they already own locally.
Recently, staff sent introductory letters to 29 Chanhassen businesses and their
corresponding property owners—those with either Chaska or Excelsior mailing
addresses—to inform them of the new Local Option Sales Tax that took effect on
April 1, 2025. Since this may have been the first point of contact with the city for some
recipients, the letters also introduced key departments and resources available to
support them.
Additionally, staff supported the Engineering Department with business outreach to 50
local businesses in connection with the Market Boulevard project and the outreach
meeting held on February 14, 2025.
MEETING TYPE
1ST
QUARTER
2ND
QUARTER
3RD
QUARTER
4TH
QUARTER
TOTAL
YTD
Businesses 2 2
Non-Profits & Government 1 1
Entrepreneurs 1 1
Brokers/Developers 5 5
TOTAL INDIVIDUAL MEETINGS 9 9
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2025 Economic
Development Activity
1st Quarter
2
NEW CHANHASSEN BUSINESSES
OG Coffee & Wine Bar Drive Coffee Roasters
TOPFIVEREQUESTED
ASSISTANCE 1ST
QUARTER
2ND
QUARTER
3RD
QUARTER
4TH
QUARTER
TOTAL
YTD
eCommerce 1 1
Marketing and Sales 3 3
Market Research 1 1
Mentoring 1 1
Product Development 43 43
Site Location 24 24
Start-up Assistance 7 7
TOTAL 89 89
SAC PROGRAM BUSINESS UTILIZATION
Business Type of Business
Total SAC
Assessed
City SAC
Credits Value of Waiver
Driven Coffee Roasters Light Manufacturing 1 1 $12,080
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