05-06-25 PC Agenda and Packet
A.6:00 P.M. - CALL TO ORDER
B.PUBLIC HEARINGS
B.1 Ordinance XXX: Amending Chapters 1 and 20 Regulating Attached and Internal Accessory
Dwelling Units
B.2 Consider Minor Planned Unit Development (PUD) Amendment to Chanhassen Retail Center
Planned Unit Development (Planning Case 2025-09)
B.3 Consider Preliminary Plat for Chanhassen Bluffs Community Center
C.GENERAL BUSINESS
D.APPROVAL OF MINUTES
D.1 Approve Planning Commission Meeting Minutes dated April 8, 2025
D.2 Approve Planning Commission Meeting Minutes dated April 15, 2025
E.COMMISSION PRESENTATIONS
F.ADMINISTRATIVE PRESENTATIONS
G.CORRESPONDENCE DISCUSSION
H.OPEN DISCUSSION
I.ADJOURNMENT
AGENDA
CHANHASSEN PLANNING COMMISSION
TUESDAY, MAY 6, 2025
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
NOTE: Planning Commission meetings are scheduled to end by 9:00 p.m. as outlined in the official by-laws. We will
make every attempt to complete the hearing for each item on the agenda. If, however, this does not appear to be possible,
the Chairperson will notify those present and offer rescheduling options. Items thus pulled from consideration will be
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listed first on the agenda at the next Commission meeting.
If a constituent or resident sends an email to staff or the Planning Commission, it must be made part of the public record
based on State Statute. If a constituent or resident sends an email to the Mayor and City Council, it is up to each individual
City Council member and Mayor if they want it to be made part of the public record or not. There is no State Statute that
forces the Mayor or City Council to share that information with the public or be made part of the public record. Under
State Statute, staff cannot remove comments or letters provided as part of the public input process.
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Planning Commission Item
May 6, 2025
Item Ordinance XXX: Amending Chapters 1 and 20 Regulating Attached and
Internal Accessory Dwelling Units
File No.Item No: B.1
Agenda Section PUBLIC HEARINGS
Prepared By Rachel Jeske, Planner
Applicant
Present Zoning
Land Use
Acerage
Density
Applicable
Regulations
SUGGESTED ACTION
"Motion to recommend adoption of the ordinance amending Chapter 1 and Chapter 20 regulating
attached and internal accessory dwelling units."
SUMMARY
The Planning Commission has previously discussed both attached and detached ADU's during a work
session. The City Council has also reviewed ordinance language related to attached and detached
ADU's. The City Council has forwarded language specifically related to Attached and Internal
Accessory Dwelling Units (ADUs) for consideration by the Planning Commission including a public
hearing.
The City Council is scheduled to continue its conversation on detached ADUs on May 12th; however,
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the Planning Commission is not asked to consider detached ADUs as part of this agenda item.
BACKGROUND
DISCUSSION
RECOMMENDATION
Staff recommends approval of the attached ordinance as presented.
ATTACHMENTS
Ordinance Amending Chapter 1 and Chapter 20 Regulating Attached and Internal Accessory Dwelling
Units
Affidavit of Publication
4
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
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).
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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 20-974 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.
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(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.
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(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 style s, 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 a short-term rental as
defined by 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.
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(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 9. 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 10. 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 ______________________________)
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10
Planning Commission Item
May 6, 2025
Item Consider Minor Planned Unit Development (PUD) Amendment to Chanhassen
Retail Center Planned Unit Development (Planning Case 2025-09)
File No.#25-09 Item No: B.2
Agenda Section PUBLIC HEARINGS
Prepared By Eric Maass, Community Development Director
Applicant Greg Dahling, Finn Daniels Architects
Present Zoning Planned Unit Development District (PUD)
Land Use Commercial
Acerage 0.85
Density
Applicable
Regulations
Ordinance No. 492 Chanhassen Retail Center PUD Regulations, Building
Materials and Design
SUGGESTED ACTION
"Motion to recommend adoption of the proposed minor amendment to the Chanhassen Retail Center
Planned Unit Development."
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. The proposed ordinance amendment would remove the
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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,
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
RECOMMENDATION
Staff recommends approval of the requested ordinance amendment as presented.
ATTACHMENTS
Application
Ordinance Amending PUD
Narrative
Proposed Renderings
Proposed Plans
Affidavit of Mailing
Affidavit of Publication
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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 ______________________________)
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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
16
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 1
17
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 2
18
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 3
19
975 W 78th St
Chanhassen, MN 55317
03.17.2025Perspective 4
20
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
21
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
22
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
23
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
24
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
25
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
26
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
27
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
28
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
29
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
30
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
31
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
32
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
33
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
34
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
35
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
36
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
37
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
38
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
39
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
40
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
41
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
42
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
43
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
44
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
45
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
46
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
47
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
48
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
49
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
50
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
51
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-
52
53
Planning Commission Item
May 6, 2025
Item Consider Preliminary Plat for Chanhassen Bluffs Community Center
File No.Item No: B.3
Agenda Section PUBLIC HEARINGS
Prepared By Eric Maass, Community Development Director
Applicant
Present Zoning
Land Use
Acerage
Density
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”
SUGGESTED ACTION
"Motion to recommend approval of the Chanhassen Bluffs Preliminary Plat and adoption of the
attached findings of fact and recommendation."
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
54
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.
BACKGROUND
DISCUSSION
RECOMMENDATION
Staff recommends approval of the preliminary plat as presented.
ATTACHMENTS
Preliminary Plat Chanhassen Bluffs
Staff Report
Findings of Fact and Recommendation
Affidavit of Publication
Affidavit of Mailing
55
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
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"239.96788.85120.5310391
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
56
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.”
57
Page 2 of 4
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.
58
Page 3 of 4
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.
59
Page 4 of 4
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.
60
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
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;
61
2
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.
RECOMMENDATION
The Planning Commission adopts the attached findings of fact and recommendation that
recommends the City Council approval the requested subdivision for Chanhassen Bluffs.
ADOPTED by the Chanhassen Planning Commission this 6th day of May, 2025.
CHANHASSEN PLANNING COMMISSION
BY:
Eric Noyes, Chairman
62
63
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
)ss
COUNTYOFCARVER )
I, Jenny Potter, being lirst duly swom, on oath deposes that she is and was on
April 24,2025, the duly qualified and acting City Clerk of the City of Chanhassen. Minnesota;
that on said date she caused to be mailed a copy of the attached notice Consider request for a
preliminary plat for the property required to construct the Chanhassen Bluffs Community
Center, Applicant: City ofChanhassen to the persons named on attached Exhibit "A", by
enclosing a copy of said notice in an envelope addressed to such owner, and depositing the
envelopes addressed to all such owners in the United States mail with postage fully prepaid
thereon; that the names and addresses ofsuch owners were those appearing as such by the
records olthe County Treasurer, Carver County, Minnesota, and by other appropriate records.
.lenny P ity CterkI
Subscribed and sworn to before me
this 26 day of )n, <
4,,'1,\k,,1,r"*.r,.*
Notary Public
Nori\
64
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 request for a preliminary plat for the
property required to construct the Chanhassen
Bluffs Community Center
Applicant: City of Chanhassen
Property
Location:
Property in the southwest corner of Bluff Creek Blvd
& Powers Blvd
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 request for a preliminary plat for the
property required to construct the Chanhassen
Bluffs Community Center
Applicant: City of Chanhassen
Property
Location:
Property in the southwest corner of Bluff Creek Blvd
& Powers Blvd
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
65
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
66
Tax name
STATE OF MINNESOTA - DOT
LEVEL 7 DEVELOPMENT LLC
CITY OF CHANHASSEN
C/O AVIENDA TOWNHOMES ASSOCIATION
THE BOBERTZ LIVING TRUST
CARA L BLACK REVOCABLE TRUST
WILLIAM I HAMILTON
JDV INVESTMENTS LLC
SUNGSOOK KIM REVOCABLE TRUST
KELLY PATTON
CARVER COUNTY HOLDINGS LLC
TIMOTHY D FOSTER
DEBRA A JUNGCLAUS
JENIFER KENIS PRINCE
TODD DAVID MICHELS
PAGE WORTHINGTON ARLT
Tax add t1
15OO COUNTY ROAD 82 W
4600 KINGS POINT RD
PO BOX 147
15050 23RD AVE N
5395 ROBINWOOD CT
10764 PURDEY RD
17593 HACKBERRY CT
6472 SMITHTOWN RD
15395 HIGHLAND BLUFF
7051 MILLCREEK LN
8722 BIG WOODS LN
221 MANITOBA AVE S
4407 SE HAIG POINT CT
13190 BEEHIVE CT
5385 ROBINWOOD CT
9165 MILLS DR
Tax add t2
ROSEVILTE, MN 55113.
MINNETRISTA, MN 55331-9628
CHANHASSEN, MN 55317-
MINNEAPOLIS, MN 55447.
VICTORIA, MN 55318-
EDEN PRAIRIE, MN 55347-
EDEN PRAIRIE, MN 55347-
EXCELSIOR, MN 55331-
MINNETONKA, MN 55345-
EXCELSIOR, MN 55331,
EDEN PRAIRIE, MN 55347-
WAYZATA, MN 55391.
STUART, FL 34997-
EDEN PRAIRIE, MN 55346-
VICTORIA, MN 55318,
CHANHASSEN, MN 55317-
67
Planning Commission Item
May 6, 2025
Item Approve Planning Commission Meeting Minutes dated April 8, 2025
File No.Item No: D.1
Agenda Section APPROVAL OF MINUTES
Prepared By Amy Weidman, Senior Admin Support Specialist
Applicant
Present Zoning
Land Use
Acerage
Density
Applicable
Regulations
SUGGESTED ACTION
"The Chanhassen Planning Commission approves its April 8, 2025 meeting minutes"
SUMMARY
Due to the April 1 Planning Commission meeting being rescheduled to April 8 due to spring break the
first week of April, the Planning Commission meeting minutes were unavailable as of the publishing of
the initial meeting packet for April 15.
BACKGROUND
DISCUSSION
68
RECOMMENDATION
"The Chanhassen Planning Commission approves its April 8, 2025 meeting minutes"
ATTACHMENTS
Planning Commission Meeting Minutes dated April 8, 2025
69
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
70
Planning Commission Minutes – April 8, 2025
2
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
71
Planning Commission Minutes – April 8, 2025
3
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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Planning Commission Minutes – April 8, 2025
4
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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8
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
77
Planning Commission Item
May 6, 2025
Item Approve Planning Commission Meeting Minutes dated April 15, 2025
File No.Item No: D.2
Agenda Section APPROVAL OF MINUTES
Prepared By Amy Weidman, Senior Admin Support Specialist
Applicant
Present Zoning
Land Use
Acerage
Density
Applicable
Regulations
SUGGESTED ACTION
"The Chanhassen Planning Commission approves its April _, 2025 meeting minutes"
SUMMARY
Due to the April 1 Planning Commission meeting being rescheduled to April 8 as a result of spring
break the first week of April, the Planning Commission meeting minutes were unavailable as of the
publishing of the initial meeting packet. Staff anticipates draft meeting minutes being available by April
11. City staff will update this agenda item with the draft minutes once received.
BACKGROUND
DISCUSSION
78
RECOMMENDATION
"The Chanhassen Planning Commission approves its April 8, 2025 meeting minutes"
ATTACHMENTS
Planning Commission Meeting Minutes dated April 15, 2025
79
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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2
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.
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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
85