HomeMy WebLinkAboutPlanning Commission - 12/08/2025Agenda
Eden Prairie Planning Commission Meeting
7 p.m. Monday, December 8, 2025
City Center Council Chambers
8080 Mitchell Road
Eden Prairie, MN 55344
ATTENDEES
Planning Commission Members: John Kirk, Andrew Pieper, Ed Farr, Robert Taylor, Daniel Grote, Frank Sherwood, Charles Weber, Phou Sivilay, Trisha Duncan
City Staff: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne,
Manager of Parks and Natural Resources
MEETING AGENDA
I. Call the Meeting to Order
II. Pledge of Allegiance
III. Approval of Agenda
IV. Minutes
A. Approval of the minutes for Planning Commission Meeting held on November 17,
2025.
V. Public Hearing
A. Wings Financial Credit Union (2025-10)
1. Site Plan Review on 9.08 acres
VI. Planner’s Report
VII. Members’ Reports
VIII. Adjournment
Unapproved Minutes
Eden Prairie Planning Commission Meeting
7 p.m. Monday, November 17, 2025
City Center Council Chambers
8080 Mitchell Road
Eden Prairie, MN 55344
ATTENDEES
Commission Members: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Trisha Duncan,
Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay
City Staff: Jeremy Barnhart, City Planner; Carter Shulze, City Engineer; Matt Bourne, Parks and
Natural Resources Manager; Patrick Sejkora, Water Resources Engineer; Kristin Harley,
Recording Secretary
MEETING AGENDA
I. Call the Meeting to Order
Chair Pieper called the meeting to order at 7 p.m. Commission Members Duncan and
Weber were absent.
II. Pledge of Allegiance
III. Approval of Agenda
MOTION: Taylor moved, seconded by Kirk, to approve the agenda. Motion carried 7-0.
IV. Minutes
A. Planning Commission meeting held Monday, September 22, 2025
MOTION: Grote moved, seconded by Kirk, to approve the minutes of the
Planning Commission Tuesday, October 7, 2025. Motion carried 7-0.
V. Public Hearings
A. Code Amendment – Shoreland Ordinance (2025-02CA)
• Amendment to Chapter 11, section 11.50 Shoreland Regulations
Barnhart introduced Patrick Sejkora, Water Resources Engineer for the City of
Eden Prairie, who was presenting in place of Lori Haak, Water Resources
Coordinator. Sekora presented a PowerPoint and detailed the Shoreland
Ordinance Revision. This was Section 11.50 of the City Code under Zoning. The
PLANNING COMMISSION MEETING MINUTES
November 17, 2025
Page 2
shoreland zone comprised nearly 50 percent of Eden Prairie with 19 lakes, a
river, and four creeks. A shoreland zone was any land within 1,000 feet of a lake
or within 300 feet of a creek or the river.
The goals of the Shoreland Code Amendment were to comply with State Statute,
align with DNR’s model ordinance (most recently revised in 2022), codify existing
practices, and to repeal and replace the entire Code to ensure consistency and
compliance with the latest DNR/state model and for ease of use and updating.
The main changes were: to add OHWLs (ordinary high water levels), to correct
DNR classifications for streams (from general waters to tributaries or transitions,
to revise water-oriented accessory structures, to add Vegetations Management
Plan requirements, and to refine the definition of “impervious surface.” An
impervious surface would be redefined to allow for a more consistent
application of the Shoreland Code. In agreement with codifying existing practices
and to prevent more variances or waivers, this would be redefined to be 30
percent for all Rural and R-1 zoned parcels, and 70 percent for all others.
Staff recommended approval of the new Ordinance as drafted.
Farr commended the adoption of a common template language from city to city,
which more readily highlighted differences. He noted the Ordinance definition of
the Shoreland Zone as “1,000 feet from lake, pond for flowage,” and asked for
the definition of flowage versus “floodway” used elsewhere in the Amendment.
Sejkora replied the use of flowage came straight from the DNR which did not
include a definition. This was a vestigial term similar to a reservoir that would
not have a practical application within Eden Prairie, having no real counterpart
here, but the Code Amendment would coherently apply to all lakes, ponds,
rivers, and streams within the City. Farr asked for and received confirmation that
only the buffer around lakes and streams or their floodplain comprised the
definition of the Shoreland Zone.
Farr also asked and received confirmation that Subdivision Seven, General
Performance Standards would be applied only to new lots via a platting process,
and not redevelopments. Sejkora added any new use of a riparian lot would not
trigger the requirement of this minimum lot width and would be “grandfathered
in.” Barnhart stated under the Amendment any lot created before January 1,
2026 would be allowed to retain its existing lot area and width. Therefore such
lots would be conforming, not even “legal nonconforming.”
Farr stated that a table Subdivision Seven E.1-D regarding additional structure
setbacks listed a top-of-bluff setback, a cemetery setback, and right-of-way
setbacks. He thought this information could be included in the Performance
Standards section. Sejkora agreed, stating in most cases this would be
administrated for the rear yard and other right-of-way setbacks codified
PLANNING COMMISSION MEETING MINUTES
November 17, 2025
Page 3
elsewhere are more restrictive. There were different setbacks for the right-of-
way for all but the Town Center and TOD zoning districts, which were more
restrictive than the Shoreland District. In most cases, residents would find the
relevant information where they would most likely look for it, and staff would
work with developers in those cases where the section applied. Farr suggested
including a footnote to link the two sections together.
Pieper asked if there were sections in the Eden Prairie Code Amendment that
were more restrictive than the DNR’s, and Sejkora replied there were, such as
setbacks from ordinary high waters and lot widths, with the inclusion of entire
bluffs, and in the application of the Shoreland Code itself. Under the DNR the
Shoreland ended where the buffer ended, but Eden Prairie’s longstanding
practice was to apply the Shoreland Code the entirety of any parcel that is
touched by the buffer. There were other examples in terms of clearing and
applications to all structures rather than just to principal structures. This aligned
with codifying of existing practices.
MOTION: Sherwood moved, seconded by Farr, to close the public hearing.
Motion carried 7-0.
MOTION: Kirk moved, seconded by Taylor, to recommend approval for repealing
and replacing the City Code Section 11.50 as recommended by staff as
represented in the November 17, 2025 staff report Motion carried 7-0.
B. Code Amendment – Shoreland Ordinance (2025-03CA)
• Amendment to Chapter 11, section 11.47 related to site plan approval
Barnhart presented a PowerPoint and detailed the Amendment clarifying the
review process for most projects in Eden Prairie. There would be no changes to
the subdivision process, but would simply the process for simpler site plan
projects. The Ordinance would have conforming projects reviewed by staff and
approved via an administrative process; nonconforming projects would go
through the Planning Commission and City Council review process. The
administrative process included a site plan review committee that met weekly,
including engineers, planners, fire department personnel, landscaping staff, et
cetera.
In a significant change, conforming building expansions up to 10 percent of the
gross floor area (GFA) would be reviewed by staff; the City Council (and not the
Planning Commission) would review all expansions that were 10-50 percent of
the gross floor area, and the full review including the Planning Commission and
the City Council would review all larger percentages. This paralleled demolitions
which received site plan approvals, but these often were part of a larger project
which would be part of the full review process. Barnhart cited 7965 Wallace
Road (a façade change) and the Holiday Inn Express Pool Addition (a four percent
PLANNING COMMISSION MEETING MINUTES
November 17, 2025
Page 4
gross full area expansion) as examples of what would be approved by staff.
Barnhart recommended approval of the Ordinance change as drafted.
Kirk asked for and received confirmation the City Council review without the
involvement of the Planning Commission would still be a public hearing, as was
presently done for the full review (City Council and Planning Commission).
Farr commended the reduction of red tape in this Ordinance change. Farr
suggested a simpler process offering two different choices rather than a three-
tiered process; including the Planning Commission in all greater than 10 percent
GFA expansions, or having these decided only by the City Council, would satisfy
him.
MOTION: Grote moved, seconded by Farr, to close the public hearing. Motion
carried 7-0.
Taylor commended the expedition of future projects.
MOTION: Taylor moved, seconded by Grote, to recommend approval for
revisions to the City Code Section 11.4. as recommended by staff as represented
in the November 17, 2025 staff report Motion carried 7-0.
VI. Reports
A. Planners report
B. Members’ reports
VII. Adjournment
MOTION: Taylor moved, seconded by Kirk, to adjourn the meeting. Motion carried 7-0.
Chair Pieper adjourned the meeting at 7:32 p.m.
Planning Commission Agenda Staff Report
Date: December 8, 2025
Location: 8015 Den Road
Subject: Wings Federal Credit Union (Project #2025-10)
From: Sarah Strain, Planner II
Applicant: Pope Design Group
Review period
expires:
February 20, 2026
ITEM DESCRIPTION
Pope Design Group, representing Wings Federal Credit Union, is proposing to construct a 3,271
square foot building in the northwest corner of the Cub Foods parking lot at 8015 Den Road.
The proposed site plan includes a drive-thru for an XTM machine.
REQUESTED ACTIONS
• Site Plan Review on 9.08 acres
BACKGROUND
COMPREHENSIVE PLAN AND ZONING
The property is zoned Commercial Regional
Services (C-REG-SER) and is guided Regional
Commercial in the Comprehensive Guide
Plan. A credit union is a permitted commercial
use. The property is also part of the Shoreland
Overlay District as it is located within 1,000
feet of Anderson Lake.
SITE PLAN
8015 Den Road is surrounded by commercial
uses to the north and west, office uses across
both Prairie Center Drive and W 78th Street,
and Eden Prairie Center to the south.
Wings Federal Credit Union is proposing to
build a new, 3,271 square foot building in the
northwest corner of the Cub Foods parking
lot. There will be 13 parking stalls oriented to
directly support the credit union.
There will be one (1) interactive teller
machine (XTM) separate from the main
Staff Report – Wings Federal Credit Union December 8, 2025 Page 2 building. The XTM functions similar to a traditional ATM but also features video and audio
capabilities, allowing customers to conduct full-service banking by speaking directly with a teller
based at the Wings Credit Union location in Apple Valley. The drive-thru lane accommodates up
to three (3) stacked vehicles, which exceeds the anticipated peak demand of two (2) vehicles.
The XTM video and audio capabilities will be available 12 hours a day, and the ATM feature will
be available 24 hours a day.
The proposed site plan complies with all zoning and performance standards.
ACCESS AND STREET CONNECTIONS
The site, which includes the Cub Foods, has two (2) driveway accesses on Den Road for
customers. Another access on W. 78th Street is for delivery vehicles only. There are no proposed
changes to the driveway access points. A sidewalk connection will be installed to connect the
existing sidewalk along Den Road to the Wings Credit Union building.
TRAFFIC STUDY
A traffic impact memo was prepared to determine the impact of the new Wings building on traffic
patterns in the area. The memo found the proposed development will have minimal impact on
traffic levels on Den Road and nearby intersections. The XTM offers services from a bank teller
for 12 hours a day, compared to the typical eight (8) hours of a bank drive-thru. This allows trips
to be spread throughout the day, decreasing peak time trip demands. The memo also noted that
Wings and Cub Foods have differing peak times. Cub Foods experiences more traffic on weekend
days, while Wings Credit Union is open on Saturday mornings only. ATM features will still be
available on weekend days.
PARKING
The site currently has 430 parking stalls, exceeding City Code requirements. The proposed infill
development will remove 53 stalls. City Code requires Wings Federal Credit Union to have 17
parking spaces and Cub Foods to have 330 parking spaces based on the proposed uses and
building sizes, totaling 347 parking stalls required for the site. The proposed site plan provides
377 parking spaces, exceeding City Code requirements.
As part of the site work, parking lot islands will be installed along the northern and western rows
of parking to further align the site with City Code requirements for parking lot islands. Prior to
the public hearing at City Council, the applicant will confirm all new parking islands meet the size
requirements outlined in City Code.
SIDEWALKS AND TRAILS
There is an existing sidewalk along Den Road. The applicant will be installing a sidewalk
connection from the sidewalk on Den Road into the site to connect to Wings Federal Credit Union.
An ADA compliant marked pedestrian pathway will be added in the parking lot to provide a clear
pedestrian path to the front of Cub Foods. While this site feature is not shown on the Site Plan
sheet, it is included in the Curb Island Plan and has been part of ongoing conversations between
staff and the applicant. Prior to the 1st City Council meeting, the pedestrian pathway in the
parking lot connecting Cub Food to Wings Federal Credit Union and existing sidewalk on Den
Road will need to be provided on all plan sheets.
Staff Report – Wings Federal Credit Union December 8, 2025 Page 3
BUILDING ARCHITECTURE AND MATERIALS
The proposed building meets the architectural standards for material variety and meets or
exceeds the Class I/Class II materials ratio on all façades. The majority of the building is glass.
The glass above the door/first floor height will be tinted grey. The glass at the ground floor level
will be transparent to meet Code requirements for transparency and provide connection to the
surrounding area.
A column on the west side of the building will be metal and colored blue to match the Wings
branding. The sign is proposed to be located below the roofline, as rooftop signs are prohibited
in City Code.
SHORELAND
The property is in the Shoreland Overlay District as it is located within 1,000 feet of Anderson
Lake. When the site was originally developed in the early 1990s, a variance was granted to exceed
the 30 percent impervious surface coverage maximum allowed by City Code. The variance is still
valid, and the proposed work falls within the impervious surface allowance approved by the
variance. This project will be decreasing the amount of impervious surface on the site by
approximately 4,000 square feet by installing additional parking lot islands throughout the site.
DRAINAGE/STORMWATER MANAGEMENT
The site is in the Riley Purgatory Bluff Creek Watershed District and will require permitting and
approval from the Watershed District. To meet these requirements, chambers will be installed
underneath the parking lot and drive lanes near the Wings building. The site is disturbing less
than one (1) acre of land, so City stormwater management rules do not apply to this project. Staff
reviewed stormwater related materials and plans for informational purposes.
UTILITIES
The Wings building will connect to sewer and water through connections available in Den Road.
There is sufficient capacity to support the proposed use.
Staff Report – Wings Federal Credit Union December 8, 2025 Page 4 TREE LOSS AND GRADING
The applicant is proposing to remove six (6) trees along Den Road, south of the northern driveway
entrance to the site. The removal of these trees is needed to provide sufficient space to install
the building foundation, sewer lines, and other utility infrastructure. The removals are also
needed to accommodate site improvements, including a new pedestrian sidewalk connection
from Den Road to both Wings Credit Union and Cub Foods as well as bicycle parking.
These trees were planted as part of the Cub Foods original site plan to meet code requirements.
In accordance with the City's tree preservation requirements, each removed tree will be replaced
with one (1) new tree onsite.
LANDSCAPING AND TREE REPLACEMENT PLAN
City Code requires commercial and industrial buildings taller than 20 feet to double the
landscaping requirement from the Code required formula to offset the mass of the building. The
proposed building height exceeds 20 feet, meaning 20.4 caliper inches of landscaping are
required in addition to tree replacement. The proposed landscaping and tree replacement plan
meet City Code requirements.
SUSTAINABILITY
The project is not required to meet the Sustainable Building Standards. However, the building
will provide sustainable features such as, utilizing Energy Star rated appliances in the
breakroom and waiting area, LED fixtures, and recycling services. The tinted glass on the upper
portions of the building will also offer heating and cooling efficiency.
SIGNS
The architectural plans provide details on the wall and freestanding signs proposed for Wings
Federal Credit Union. The proposed signage as depicted meets City Code requirements for
commercial zoned properties. Signs will require sign permit and building permit review. Code
compliance will be confirmed at the time of permitting.
OTHER AGENCY OR MUNICIPALITY COMMENTS
To date, no outside agencies or municipalities have provided comment on the proposed site plan.
NEIGHBORHOOD MEETING AND RESIDENT INPUT
To date, staff has heard from four (4) residents concerned with tree removal along Den Road.
The concern is the loss of large trees that provide a visual screen of the parking lot. The Wings
Credit Union building will provide screening of the parking lot from Den Road. The removed trees
are being replaced on a 1-for-1 basis, in accordance with the City’s tree preservation
requirements.
Some of the residents were also concerned with future traffic circulation. Two (2) residents
shared that they live near Jerry’s Foods, which has recently seen infill development in the parking
lot. Jerry’s Foods is located at 9605 Anderson Lakes Parkway. The site has approximately the
same acreage as the Cub Foods site and contains a grocery store with an attached retail center
and two (2) separate restaurant/retail buildings, each with their own drive-thru. The residents
shared it can be dangerous or confusing to navigate Jerry’s Foods parking lot and are concerned
Staff Report – Wings Federal Credit Union December 8, 2025 Page 5 that similar infill development in another grocery store parking lot will also have circulation
problems. Staff has reviewed the traffic memo and does not anticipate circulation or traffic issues
with the proposed Wings development. Banks typically have lower traffic volumes than retail and
food services, and the Cub Foods site has fewer retailers and restaurants than the Jerry’s Foods
site. Further, the new parking lot islands installed as part of this project will help guide traffic
through the parking lot.
STAFF RECOMMENDATION
Staff recommends approval of the Site Plan Review on 9.08 acres based on the plans dated
November 17, 2025, the December 8, 2025 staff report, and the following conditions of
approval.
CONDITIONS OF APPROVAL
1. Prior to the 1st reading by the City Council, the applicant must:
A. Include the ADA compliant pedestrian pathway in the parking lot connecting the
Cub Food building to the Wings Building and existing sidewalk on Den Road on all
plan sheets.
B. Ensure all new parking lot islands meet the minimum requirements in City Code.
C. Provide a Cross Access, Parking, and Utility Easement document over the private
driveways, parking areas, and infrastructure located on the Property that provides
cross access, shared parking, and utility access between the two businesses.
D. Provide a copy of the Stormwater Report for informational purposes.
2. Prior to land alteration permit issuance, the applicant must:
A. Obtain permits and approvals from other agencies as needed.
B. Obtain City approval of a final grading and drainage plan for the property.
C. Submit construction plans and project specifications for public infrastructure for
review and approval by the City Engineer.
D. Submit detailed utility and erosion control plans for review and approval by the
City Engineer.
E. Obtain and provide documentation of Watershed District approval.
F. Notify the City and Watershed District 48 hours in advance of grading.
G. Provide a construction grading limits and tree protection plan for review and
approval by the City.
H. Install erosion control at the grading limits of the property for review and
approval by the City.
I. Install fencing at the construction grading limits and tree protection areas as
shown on the approved plans.
J. Submit and receive written approval of an executed landscape agreement.
K. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of
the landscaping.
L. Submit a land alteration bond, letter of credit, or escrow surety equivalent to
125% of the cost of the land alteration.
M. Provide proof that the Inspection and Maintenance Agreement for Private
Stormwater Facilities has been recorded.
Staff Report – Wings Federal Credit Union December 8, 2025 Page 6 3. Prior to building permit issuance for the property, the applicant must:
A. Provide proof that the Cross Access, Parking, and Utility Easement has been
recorded.
4. Prior to issuance of an Occupancy Permit, the applicant must:
A. Complete implementation of the lighting plan in Exhibit B.
B. Complete construction of mechanical equipment screening.
C. Complete implementation of the approved exterior materials and colors plan.
popedesign.com
Memorandum
November 14, 2025
Re: Wings Financial Credit Union
Den Road Cub Foods Outlot Development
Project No. 83537-250122
Subject: Project Narrative
To: Director of Community Development
City of Eden Prairie
8080 Mitchell Road,
Eden Prairie, MN 55344
From: Lauri Brachmann, Project Manager, Pope Design Group
Wings Financial Credit Union is excited to expand services in the Eden Prairie community and is seeking
Site Plan Approval to develop a new full-service branch near the corner of Leona Road and Den Road in
the Cub Foods outlot. The existing Cub Foods building will remain on the site, with no alterations as a
part of this application. Primary site access for the new building will utilize the existing access on the
northwest area of the site via Den Road. Additional existing access on the southwest corner of the site
via Den Road and the south side of the site via West 78th Street will remain.
Wings Credit Union has entered into a Land Lease Agreement with Jerry’s Foods (JE Eden Prairie, LLC)
which will be additionally governed by an Access Agreement and CIC/Condo Agreement. The existing
parcel will not be subdivided; however, Jerry’s Foods is pursuing a separate PID for tax purposes. This
project is privately funded.
Pope Design Group is the Architect of Record working with Houston Engineering as the Civil Engineer
and Landscape Architect to secure approvals for the site and building design. Wings Credit Union will
be ready to begin construction upon approval and receipt of building permits with an expected
occupancy date in Summer 2026.
The existing property is zoned Regional Service Commercial and the City Guide Frame Land Use Plan
designation of Regional Commercial. The property is not in a flood plain, wetland, airport zone,
environmentally sensitive area or an area known to be culturally or archeologically significant.
Wings has developed branch architecture that is unique and easily identifiable, while being attractive
and tasteful. The design and square footage are crafted after the Wings iconic branches in Lakeville,
Maple Grove, Rochester, and Baxter, with a footprint of just under 3,500 square feet. The new Eden
Wings Financial Credit Union
Project Narrative
11/13/2025
Page 2
Prairie branch will be a state-of-the-art financial institution incorporating four-sided architecture of
Class 1 materials, extended live-teller drive-up hours, and a full-service branch including wealth
management and access to best-in-class mortgage and consumer loan divisions. The building design
has been adapted to complement the architecture and materials of the adjacent Cub Foods building.
The proposed building materials will meet the City requirements outlined in the City zoning ordinance.
The property is located in the Riley Purgatory Bluff Creek Watershed. Because the project is disturbing
0.81 acres of land within the project site, the stormwater requirements of RPBCW district apply. The
stormwater management requirements of RPBCW are the most stringent and have been used as the
basis of design for this project. Because of the limited infiltration capacity in the existing soils this
project will utilize underground storm chambers situated southeast of the new Wings building within
the parking area. The project will result in a reduction of 0.093 acres of impervious area. Permit
applications have been submitted to the watershed as required.
A Geotechnical site analysis was conducted in August of 2025, and a Phase I Assessment was
conducted in December of 2013. As requested by the City Engineering Department an MPCA Screening
checklist has been completed for this project to document that the BMP will not mobilize any
contaminants.
The credit union will utilize a single lane interactive teller machine. The drive-through lane
accommodates up to 3 stacked vehicles, which exceeds the anticipated peak demand of 2 vehicles. The
electronic teller functions as a traditional ATM but also features video and audio capabilities, allowing
drive-through customers to conduct full-service banking by speaking directly with a teller at the Wings
location in Apple Valley.
This system naturally distributes traffic more evenly than traditional drive-throughs. Remote teller
services are available for 12 hours daily (compared to 8 hours for in-person banking), and ATM
functions operate 24/7. This extended availability spreads usage throughout the day and evening,
rather than concentrating traffic during peak banking hours as occurs with pneumatic tube systems
requiring in-person tellers.
The project proposes shared parking between Wings Credit Union and Jerry’s foods, with 7 parking
stalls, including two accessible spaces, immediately adjacent to the Wings building. A bike rack is
proposed at the building to accommodate alternative transportation methods. Pedestrian access to
the credit union is provided via a sidewalk connecting to the footpath on Den Road. The site has been
designed to accommodate traffic and pedestrian flow, and account for pedestrian, bicycle, and
vehicular safety. The project proposes lighting improvements which will additionally improve the
safety of the site by enhancing visibility.
The proposed development requires the removal of six existing trees to accommodate essential site
improvements, including a new pedestrian sidewalk connection from Den Road to the site, bicycle
Wings Financial Credit Union
Project Narrative
11/13/2025
Page 3
parking facilities, and necessary excavations for building foundations, sewer lines, and utility
infrastructure. The project has been designed to minimize tree removal wherever feasible while
meeting required safety, accessibility, and infrastructure standards. In accordance with the city's tree
preservation requirements, each removed tree will be replaced with a new tree planting on-site.
Additionally, because the proposed building height exceeds 20 feet, supplemental trees beyond the
one-for-one replacement ratio will be planted as required by code. The proposed landscaping
improvements will consist of perennial plantings, shrubs, understory and overstory trees that have
proven to be successful in this growth zone. These landscape enhancements will greatly improve the
overall site aesthetics and meet all City requirements, ensuring that the project maintains and
enhances the site's urban canopy over time while delivering necessary community improvements,
including improved pedestrian connectivity and sustainable infrastructure.
The applicant’s prototype branch architecture includes a pylon sign that is echoed in a building fin
element. Both have the same iconic surface finish, which is also reflected in other architectural
elements of the building. The monument and fin have signage on both faces, and there is signage on 3
sides of the building, all with matching letters and logo.
While the building is exempt from the Sustainable Building Standard, sustainable strategies will be
deployed. The building will utilize Energy Star rated appliances in the breakroom and waiting area, LED
fixtures are building standard, and recycling services per Hennepin County will be provided.
Wings Financial Credit Union is Minnesota’s largest credit union and ranks among the nation’s top 40
credit unions with more than $9.6 billion in assets and 371,000 members. The Eden Prairie location will
be Wings 15th free-standing branch in Minnesota and will enable Wings to provide service to its
members who are either located in or travel to Eden Prairie.
To meet the requirements of Riley Purgatory Bluff Creek Watershed Rule J Chloride Management
Wings Credit union intends to use Village Green Landscape for Snow Removal. Copies of the MPCA salt
application training for Village Green is available upon request.
Parties Involved:
Applicant
Lauri Brachmann
Pope Design Group
Architect of Record
Gonzalo Villares
Pope Design Group
Property Owner
Ben Schultes, President
JE Eden Prairie, LLC
Tenant
Thomas Schuenke
Wings Financial Credit Union
Civil Engineer
Gary Johnson
Houston Engineering
Landscape Architect
Dan Sjordal
Houston Engineering
Wings Financial Credit Union
Project Narrative
11/13/2025
Page 4
Building Area Ratio (BAR)
Total Site 9.08 Acres 395,509 SF
Existing Building 73,269 SF
Proposed Building 3,271 SF
Total Building Area 76,540 SF
Building Area Ratio .193%
Thank you for your review of the project. Please contact me with any questions regarding the proposed
development and site plan review.
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
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Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A0.1
TITLE SHEET
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
NORTH
LOCATION MAP
SITE LOCATION:
WINGS FINANCIAL CREDIT UNION
SE CORNER OF LEONA RD AND DEN RD
EDEN PRAIRIE, MN 55344
SE CORNER OF LEONA RD AND DEN RD
EDEN PRAIRIE, MN 55344
EDEN PRAIRIE - NEW BRANCH
DEFERRED SUBMITTALS
1. - LIGHTING COMPLIANCE W/ ENERGY CODE
2. - EXIT SIGNAGE & EMERGENCY LIGHTING
3. - INTERIOR SIGNAGE REQUIRED BY CODE
4. - FIRE STOPPING DETAILS
5. - FLAME SPREAD RATING FOR FABRICS AND COMBUSTIBLE
FINISHES
6. - REVIEW OF SPECIAL INSPECTIONS REPORTS
7. - FIRE SPRINKLER SYSTEM DRAWINGS
8. - SPRAY FIREPROOFING
BY OTHERS
* SERVICES CONTRACTED BY OTHERS
PROJECT DIRECTORY
LANDLORD
JE Eden Prairie, LLC
5101 Vernon Avenue South
Edina, MN 55436
ARCHITECT
Pope Design Group
767 N. Eustis Street, Suite 190
St. Paul, MN 55114
Contact: Lauri Brachmann
Phone: (651) 789-1647
lbrachmann@popearch.com
CIVIL
LANDSCAPE
STRUCTURAL
MECHANICAL
ELECTRICAL
*GENERAL CONTRACTOR
Houston Engineering, Inc.
7510 Market Place Drive
Eden Prairie, MN 55344
Contact: Gary Johnson
Phone: (763) 793-6699
gary.johnson@houstoneng.com
Houston Engineering, Inc.
7510 Market Place Drive
Eden Prairie, MN 55344
Contact: Dan Sjordal
Phone: (612) 638-0243
dsjordal@houstoneng.com
Anderson CC
5280 West 74th Street
Edina, MN 55439
Contact: Brian Elliott
Phone: (612) 500-3506
brian@anderson-cc.com
Dunham Engineering
50 South Sixth Street, Suite 1100
Minneapolis, MN 55402
Contact: Brandon Hansen
Phone: (612) 465-7697
brandon.hansen@dunhameng.com
Dunham Engineering
50 South Sixth Street, Suite 1100
Minneapolis, MN 55402
Contact: Jason Kong
Phone: (612) 465-7274
jason.kong@dunhameng.com
IMEG
800 Washington Ave N, Suite 640
Minneapolis, MN 55401
Contact: Seth Spychala, PE
Phone: (763) 595-3110
Seth.D.Spychala@imegcorp.com
IMAGE FOR ILLUSTRATION PURPOSES ONLY- NOT TO BE USED FOR CONSTRUCTION
SHEET INDEX
SHEET
NUMBER SHEET NAME 10
/
0
6
/
2
5
S
I
T
E
P
L
A
N
R
E
V
I
E
W
GENERAL
A0.1 TITLE SHEET ⚫
A0.2 PARTITION TYPES, SYMBOLS, ABBREVIATIONS
A0.3 CODE DATA & CODE FLOOR PLAN ⚫
CIVIL
C0.5 TOPOGRAPHIC SURVEY ⚫
C1.0 REMOVAL PLAN ⚫
C2.0 EROSION AND SEDIMENT CONTROL PLAN ⚫
C3.0 GRADING PLAN ⚫
C3.1 CURB ISLAND PLAN ⚫
C4.0 WATER & SANITARY PLAN ⚫
C5.0 PAVEMENT AND STORM SEWER PLAN ⚫
C6.0 DETAILS ⚫
C6.1 DETAILS ⚫
C6.2 DETAILS ⚫
C6.3 DETAILS ⚫
C6.4 DETAILS ⚫
LANDSCAPE
L1.0 LANDSCAPE PLAN ⚫
TRACKING
1.0 VEHICLE TRACKING ⚫
ARCHITECTURAL
A1.1 OVERALL ARCHITECTURAL SITE PLAN ⚫
A1.2 ARCHITECTURAL SITE PLAN AND SITE DETAILS ⚫
A2.1 FLOOR PLAN ⚫
A2.2 DRIVE-THRU PLAN, ELEVATIONS, SECTIONS, DETAILS ⚫
A3.1 EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE ⚫
A3.2 EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE ⚫
A4.1 ROOF PLAN AND ROOF DETAILS
A5.1 BUILDING SECTIONS
A5.2 WALL SECTIONS
A5.3 WALL SECTIONS
A6.1 PLAN DETAILS
A6.2 SECTION DETAILS
A6.3 SECTION DETAILS
A7.1 OPENING SCHEDULE, DOOR TYPES, FRAME TYPES
A8.1 TYPICAL MOUNTING HEIGHTS/ INTERIOR ELEVATIONS
A8.2 INTERIOR ELEVATIONS
A8.3 INTERIOR DETAILS
A8.4 INTERIOR DETAILS
A9.1 REFLECTED CEILING PLAN AND CEILING DETAILS
A10.1 INTERIOR MATERIAL IDENTIFICATION & ABBREVIATIONS
A10.2 FLOOR FINISH & WALL FINISH PLANS
A11.1 FURNITURE PLAN - FOR REFERENCE ONLY
SHEET INDEX
SHEET
NUMBER SHEET NAME 10
/
0
6
/
2
5
S
I
T
E
P
L
A
N
R
E
V
I
E
W
STRUCTURAL
S0.1 STRUCTURAL GENERAL NOTES
S0.2 SPECIAL INSPECTION SCHEDULES
S1.1 FOUNDATION PLAN
S2.1 ENTRIES FRAMING PLAN
S2.2 ROOF FRAMING PLAN
S3.1 SECTIONS
S3.2 SECTIONS
S3.3 SECTIONS
S3.4 SECTIONS
MECHANICAL
M0.0 MECHANICAL TITLE SHEET
M1.0 UNDER FLOOR HVAC PLAN
M1.1 FIRST LEVEL HVAC DUCTWORK PLAN
M1.2 MECHANICAL ROOF PLAN
M2.1 FIRST LEVEL FIRE PROTECTION PLAN
M3.0 UNDERGROUND PLUMBING PLAN
M3.1 FIRST LEVEL PLUMBING PLAN
M6.1 PLUMBING RISER DIAGRAMS
M7.1 MECHANICAIL DETAILS
M8.1 MECHANICAL SCHEDULES
ME9.1 MECHANICAL AND ELECTRICAL SCHEDULES
ME9.2 MECHANICAL AND ELECTRICAL SCHEDULES
ME9.3 MECHANICAL AND ELECTRICAL SCHEDULES
ELECTRICAL
E0.0 ELECTRICAL TITLE SHEET
E1.0 ELECTRICAL SITE PLAN
E1.1 FIRST LEVEL LIGHTING PLAN
E1.2 FIRST LEVEL POWER AND SIGNAL PLAN
E4.1 ELECTRICAL DETAILS
E4.2 ELECTRICAL DETAILS
E5.1 ELECTRICAL SCHEDULES AND RISER
E5.2 ELECTRICAL SCHEDULES
TENANT
Wings Financial Credit Union
14985 Glazier Avenue, Suite 100
Apple Valley, MN 55124
Contact: Tom Schuenke LEGAL DESCRIPTION
Lot 1, Block 1, Titus Addition, according to the recorded plat
thereof, Hennepin county, Minnesota.
That part of vacated Leona Road, dedicated in the plat of
Leona Addition and Leona 2nd Addition, which lies southerly of
the centerline thereof, and between the northerly extensions
of the east and west lines of Lot 1, Block 1, Titus Addition.
SPR ISSUE 10/06/25
PROPOSED AREAS:
TYPE OF CONSTRUCTION:
EXIT WIDTH REQUIRED/PROVIDED (SECTION 1005.3.2):
EXITS REQUIRED/PROVIDED:
OCCUPANT LOAD CALCULATIONS (TABLE 1004.5):
PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1):
ALLOWABLE AREA:
FIRE-RESISTANCE RATINGS (IBC TABLE 601):
OCCUPANCY CLASSIFICATIONS:
CODE DATA SUMMARY:
NOTE: BUILDING AREAS INDICATED ARE
NOT BOMA RENTABLE AREA CALCULATIONSCODE DATA - 2020 MNBC (2018 IBC)
TOTAL BUILDING AREA:
FIRST FLOOR AREA
BUSINESS
FIRST FLOOR:
ASSUME 11 MEN, 11 WOMEN
3,271 SF
WOMEN, LAV
WOMEN, WC
MEN, URINAL
FOUNTAINS
DRINKING
MEN, LAV
MEN, WC
1
1
1
_
1
FIXTURE BUSINESS
1 DOOR AT 35.63" = 35.63"
1 DOOR AT 33.63" = 33.63"
22 OCCUPANTS AT 0.2"/OCCUPANT:
BUSINESS (@ 150 GROSS SF/OCCUPANT)
BUSINESS
3,271 SF
BUSINESS
FIRST FLOOR:
TYPE II-B, FULLY SPRINKLERED
GROUP B
TOTAL, FIRST FLOOR
FIRST FLOOR:
FIRST FLOOR: 3,271 SF
69.26" PROVIDED
4.4" REQUIRED
2
BUSINESS:
EXITS PROVIDED
22 OCCUPANTS
22 OCCUPANTS
PROVIDED
REQUIRED
TYPE OF CONSTRUCTION
0 HOUR(S)
TYPE II-B
0 HOUR(S)
SUPPORTING BEAMS AND JOISTS)
STRUCTURAL FRAME
FLOOR CONSTRUCTION (INCLUDING
ROOF CONSTRUCTION (INCLUDING
SUPPORTING BEAMS AND JOISTS)
0 HOUR(S)
AREA MODIFICATIONS (IBC 506)
FRONTAGE INCREASE (IBC 506.3)
A a = At + [ Atns * If ]
A a = Allowable area per floor (square feet)
At = Tabular area per floor in accordance with Table 506.2 (square feet)
If = Area increase due to frontage as calculated in accordance with sec. 506.3 (%)
FIf =P -0.25 30
W
30
300.25-
242
242 0.75
0.75+ [92,000=A a
Maximum Building Area = Aa * # of stories (up to 3 stories)
=
BUSINESS
SEE BELOW FOR FORMULAS
MAXIMUM FLOOR AREA (Aa) = 109,250 SF
a
MAXIMUM BUILDING AREA = 109,250 SF
EXITS REQUIRED
2
22 OCCUPANTS
1
2
EXITS PROVIDED
ACCESSIBLE
74
47
74
47
WEIGHTED AVERAGE YARD CALCULATION:
FRONTAGE LENGTH x
1,410
2,220
1,410
2,220
FRONTAGE x YARD WIDTHYARD WIDTH =
30
30
30
30
TOTAL FRONTAGExYARD WIDTH (A) 7,260
TOTAL FRONTAGE LENGTH (B)242
AVERAGE YARD WIDTH (W = A/B) 30
THE PROPOSED BUILDING IS A NEW 3,271 S.F. ONE-STORY OFFICE BUILDING IN LOT 2 LOCATED OFF
WEST CIRCLE DRIVE AND ALPHA PARKWAY NW IN EDEN PRAIRIE, MN. THE BUILDING IS STEEL
FRAME CONSTRUCTION WITH OPEN BEAM AND STEEL ROOF DECK. THE EXTERIOR WALLS CONSIST
OF LIGHT GAUGE FRAMING BACK-UP FOR A MASONRY FACE BRICK VENEER AND COMPOSITE
ALUMINUM PANELS AND ALUMINUM FRAMED WINDOWS WITH INSULATED GLASS EXTERIOR.
1
1
1
_
1
1
1
1
1
_
1
0*
APPLICABLE CODES:
CHAPTER 1303 MN PROVISIONS TO THE STATE BUILDING CODE
CHAPTER 1305 MN ADOPTION OF THE 2018 IBC
CHAPTER 1323 MN COMMERCIAL ENERGY CODE - ASHRAE 90.1-2019
23,000 * ]
109,250 1*109,250
If
=
If = Area increase due to frontage (%)
F = Building perimeter which fronts on a public way or open space having 20 feet open minimum width.
P = Perimeter of entire building.
W = Minimum width of public way or open space.
If =
ALLOWABLE HEIGHT (IBC TABLE 504.3):4 STORIES, 75 FEET
PROPOSED HEIGHT:1 STORY, 32' - 0"
FIRE-RESISTANCE RATINGS, EXTERIOR WALLS (IBC TABLE 602):
<5' 1 HOUR
≥5'
<10' 1 HOUR
≥10'
<30'
0 HOURS
≥30'0 HOURS
CHAPTER 1341 MN ACCESSIBILITY CODE
CITY OF EDEN PRAIRIE, MN, ZONING ORDINANCE
*PER TABLE 2902.1,H. A DRINKING FOUNTAIN SHALL NOT BE REQUIRED IN
BUILDINGS OR TENANT SPACES HAVING AN OCCUPANT LOAD LESS THAN 50.
TOTAL
CITY OF EDEN PRAIRIE, MN, FIRE PREVENTION POLICIES
CHAPTER 1306 MN SPECIAL FIRE PROTECTION SYSTEMS
UBA
106
UBA
107 UBA
108
UBA
109
UBA WORK
AREA
101A
WFA
105
XTM's
110
VESTIBULE
100
WAITING
103
TRAINING
111
CASH /
WORK
117
HALLWAY
113
BREAK
ROOM
114
MECH.
115
IT
116
HALLWAY
112
WELLNESS
120
TOILET
119 TOILET
118
COIN
MACHINE
GROUP B OCCUPANCY
22 TOTAL BUILDING OCCUPANTS
EXIT
EX
I
T
SHIPS LADDER
& ROOF
ACCESS HATCH
DASHED LINE
INDICATES OUTLINE
OF ROOF ABOVE
DASHED LINE INDICATES
OUTLINE OF ROOF ABOVE
MANAGER
104
LOBBY
101
WAITING
102
CLOSET
111A CLOSET
114A
FIRE DEPT.
INLET
GAS METER
CT CABINET
W/ METER
FIRE RISER
LOCATION
SUMP BASKET
EX
I
T
EX
I
T
CODE LEGEND
ACCESSIBLE MEANS OF EGRESS
2 HOUR FIRE BARRIER (IBC 707)
3 HOUR FIRE BARRIER (IBC 707)
4 HOUR FIRE BARRIER (IBC 707)
2 HOUR FIRE WALL (IBC 706)
3 HOUR FIRE WALL (IBC 706)
4 HOUR FIRE WALL (IBC 706)
1 HOUR SHAFT ENCLOSURE (IBC 713)
2 HOUR SHAFT ENCLOSURE (IBC 713)
1 HOUR FIRE PARTITION (IBC 708)
SMOKE BARRIER (1 HOUR RESISTANCE) (IBC 709)
SMOKE PARTITION (IBC 710)
EXIT
EXIT ACCESS
2W
3W
4W
2B
3B
4B
1S
2S
1P
SB
SP
2W
3W
4W
2B
3B
4B
1S
2S
1P
SB
SP
FIRE EXTINGUISHER
OCCUPANCY BOUNDARY
1 HOUR FIRE BARIER (IBC 707)1B 1B
NOTE: IN CONDITIONS WHERE A HIGHER PARTITION ALSO SERVES AS A SMOKE BARRIER,
THE TEXT TAG OF THE WALL WILL INCLUDE SB IN ADDITION TO THE PRIMARY ASSEMBLY.
RATED DOOR - 180 MINUTES
RATED DOOR - 120 MINUTES
RATED DOOR - 90 MINUTES
RATED DOOR - 60 MINUTES
RATED DOOR - 45 MINUTES
RATED DOOR - 20 MINUTES
RATED DOOR - SMOKE
FE-1 = RECESSED FIRE EXTINGUISHER CABINET
FE-2 = SEMI-RECESSED FIRE EXTINGUISHER CABINET
FE-3 = SURFACE MOUNTED FIRE EXTINGUISHER CABINET
FE-3A = EXTERIOR SURFACE MOUNTED FIRE EXTINGUISHER CABINET
FE-4 = BRACKET MOUNTED FIRE EXTINGUISHER
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NO
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0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:02:53 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A0.3
CODE DATA &
CODE FLOOR PLAN
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
1/4" = 1'-0"A0.3
1 FIRST LEVEL CODE FLOOR PLAN
NORTH
SPR ISSUE 10/06/25
78TH STREET WES T
PRAIRIE CENTER DRIVE
LEONA
ROAD
DEN ROAD
EXISTING CUB
FOODS STORE
73,269 SF
11
14
8
13
13
7
7
4
20
16
16
16
4
20
20
16
16
22
21
5
5
9
6
11
6
7
19
A1.2
1 Sim
10 FOOT WIDE DRAINAGE & UTILITY
EASEMENT PER TITUS ADDITION
INGRESS & EGRESS EASTMENT PER
DOC. NOS. 7300650 & 3280976
35'-0" FRONT
YARD SETBACK
PROPERTY LINE
EXIST. CONC.
APRON
EXIST. CONC.
WALK
EXIST. CONC.
WALK
15'-0" FRONT YARD SETBACK
FOR MONUMENT SIGN
ROOF OVERHANG
ABOVE
NEW WINGS
MONUMENT
SIGN
WINGS BUILDING
FOOTPRINT -
3,271 SF
NEW CONC
WALK
NEW FLAGPOLE
W/ FLAG
NEW BIKE
RACK
NEW WINGS
DRIVE-THRU
14
11
11
NEW PARKING
ISLAND, SEE CIVIL
NEW PARKING
ISLAND, SEE CIVIL
NEW PARKING
ISLAND, SEE CIVIL
NEW PARKING
ISLAND, SEE CIVIL
BOLLARD
CONC. CURB &
GUTTER, SEE CIVIL
CONDUIT RUN
FROM BELOW
6"
2"
1'-0"
T.O. CURB
SEE CIVIL
EXPRESS TELLER (XT),
VERIFY EXACT SIZE,
LOCATION &
INSTALLATION
REQMT'S W/ OWNER
VERIFY FOUNDATION
REQMT'S w/ XTM SUPPLIER
6"6'-0"1'-6 5/8"+/-6"
8'-6 5/8"+/-, VERIFY
6"
2"
ROCK MULCH,
SEE LANDSCAPE
SECURITY GATE
RECESSED FLOOR BOX
EQ
E
Q
EQEQEQEQ 2'-5"2'-5"
2'-8"12'-8"2'-8"
VE
R
I
F
Y
3'-
2
"
+
/
-
1
1
'
-
0
"
+
/
-
,
V
E
R
I
F
Y
VE
R
I
F
Y
3'-
0
"
+
/
-
MP-4 - CURVED PRE-FINISHED
METAL PANEL OVER 3/4"
GALV. SUB-FRAMING AS
REQ'D ATTACHED TO ROOF
STRUCTURE, TYP.
EXPOSED STEEL BEAMS &
COLUMN SUPPORT
STRUCTURE (SHOP
PRIMED & FIELD PAINTED)
PANEL
JOINTS, TYP
PJ
PJ
PJ
PJ
PJPJ
SHADING INDICATES
VENTED PANEL LOCATIONS
w/ INSECT SCREENS
12
A2.2
9
A2.2
9
A2.2
8
A2.2 8
A2.2
10
A2.2
CL
CL
CL CL
OUTLINE OF XTM IN
HOUSING BELOW, TYP.
4'-
0
"
5
'
-
4
"
2'-6"2'-6"
CANOPY LIGHT, TYP.
18'-0"
17
'
-
2
"
+
/
-
V
E
R
I
F
Y
PJ
PJ
PJ PJ PJ PJ PJPJ
PJ PJ
PJ
PJ
PJ
PJ PJ PJ PJ PJPJ PJ
SHADING INDICATES
VENTED PANEL LOCATIONS
w/ INSECT SCREENS
E
3.6 3.1
COLUMN ENCLOSURE, TYP.
STEEL TUBE, SEE STRUCT.
SITE DATA
ZONING DISTRICT: C-REG-SER - REGIONAL SERVICE COMMERCIAL
ZONING REQUIREMENTS REQUIRED PROVIDED
BUILDING SETBACKS
FRONT 35' 35'
REAR 10' 10'
SIDE 20' 20'
ACCESSORY STRUCTURE SETBACKS
FRONT 35' 35'
REAR 10' 10'
SIDE 20' 20'
PARKING SETBACKS
FRONT 20' 20'
REAR 10' 10'
SIDE 10' 10'
SITE AREA 10,000 SF MIN. 395,509 SF
(0.23 ACRES MIN.) (9.08 ACRES)
CUB FOODS BUILDING AREA N/A 73,269 SF
WINGS BUILDING AREA N/A 3,271 SF
TOTAL BUILDING AREA N/A 76,540 SF
MAXIMUM FLOOR AREA (FAR = .2) .2 MAX. .193
MAXIMUM BASE AREA (BAR - .2) .2 .193
REQUIRED PARKING SPACES
CUB FOODS; 73,269 SF (4.5 SPACES/1,000 SF) 330 SPACES
OFFICE; 3,271 SF (5 SPACES/1,000 SF GROSS FLOOR AREA) 17 SPACES
TOTAL SPACES 347 SPACES 377 SPACES
ACCESSIBLE PARKING SPACES
ACCESSIBLE SPACES (301-400) 8 SPACES 11 SPACES
VAN ACCESSIBLE 2 SPACES 2 SPACES
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NO
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0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:03:27 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A1.1
OVERALL
ARCHITECTURAL
SITE PLAN
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
1" = 40'-0"A1.1
1 OVERALL ARCHITECTURAL SITE PLAN
0'
NORTH
4020 801/2" = 1'-0"A1.1
2 SECTION - DRIVE-THRU XTM
1/4" = 1'-0"A1.1
3 DRIVE-THRU - REFLECTED SOFFIT PLAN
NORTH
SPR ISSUE 10/06/25
A1.2
2
10 FOOT WIDE DRAINAGE & UTILITY
EASEMENT PER TITUS ADDITION
INGRESS & EGRESS EASTMENT PER
DOC. NOS. 7300650 & 3280976
35'-0" FRONT
YARD SETBACK
10'-0"
10
'
-
0
"
35'-0"
EQ
E
Q
17'-6"
PROPERTY LINE
PROPERTY LINE
EXISTING
CONC APRON
EXISTING
CONC WALK
EXISTING
CONC WALK
A2.2
1
15'-0"
15'-0" FRONT YARD SETBACK
FOR MONUMENT SIGN
24'-0"+/-
9'-0" 6 SPACES @ 9'-0" = 54'-0" 9'-0" 24'-0" 9'-0"
9'-0" 9'-0" 9'-0" 9'-0" 4 SPACES @ 9'-0"= 36'-0" 9'-0" 24'-0" 9'-0"
24
'
-
0
"
2
'
-
0
"
1
0
'
-
0
"
10
'
-
6
1
/
2
"
+
/
-
18
'
-
0
"
ROOF
OVERHANG
ABOVE
74'-0" 10'-0"
22
'
-
6
3
/
4
"
+
/
-
4
7
'
-
0
"
4'-
0
"
8'-
0
"
1
8
'
-
0
"
10
'
-
0
"
15'-0"
6'-
0
"
10'-6"
LEONA ROAD
DEN ROAD
S01
S02
S03
S04
S05
S06
S07
S08
S09
S11
S12
S13
S14
S15
S25
S16
S17
S18
S19
S20
S22
S23
S26
S23
S22
5'-4"CL
CL
S09
S13
S27
S05
S05
S05
S05
S05
S05
S05
S21
EXISTING
CONC WALK
EXISTING PARKING &
ISLAND TO REMAIN
EXISTING
PARKING
TO REMAIN
EXISTING PARKING &
ISLAND TO REMAIN
S28
S05
S28
26'-8" 47'-4"
S29
S01
11'-0" 43'-0"
CL
SEE CIVIL
27'-3 1/4"+/-
S30
10
'
-
0
"
CL
CL
5'-0"
ALUMINUM FLASH COLLAR
PITCH FOOTING TO DRAIN
AWAY. BRUSH FINISH
RADIALLY AWAY FROM POLE
HARDWOOD WEDGES
CONCRETE FOOTING,
REINFORCING AS REQUIRED
STEEL BASE PLATE
SLEEVE SUPPORT PLATE,
WELDED TO GROUNDING SPIKE
PACKED, DRY SAND
16 GA GALVANIZED
CORRUGATED SLEEVE
COMPACTED SUBGRADE
TOPSOIL -SEE PLANTING PLAN
HOLD PLANTING CONDITION 1"
BELOW EDGE OF FOOTING
LIGHTNING ARRESTOR SPIKE,
EXTEND 12" BELOW FOOTING
FLAG POLE
CAULKING COMPOUNDVERIFY w/ INSTALLER
3'-9" +/-
3'-
0
"
6
"
1
'
-
0
"
30"
8"
1'-4"
STEEL CENTERING WEDGES
3'-6" FOUNDATION
FORM "DOME" OF
EXPOSED CONC. CAP
7'-6" LONG X 6" I.D. STEEL PIPE
FILLED WITH CONCRETE
FORM "WASH" AT EXPOSED
CONCRETE SURFACE
GRADE LINE
18" TUBE FORM
6" MIN. OF CONC. COVER
4'-0" FOUNDATION
4'-0"
T.O. FOOTING
96'-0"
6'-0"
COVER, SEE STRUCT
5'-0" MIN. FROST
8"
1'-4"
4'-0"
2'-0"
NOTE: VERIFY T.O.
FOOTING HEIGHTS W/
SURROUNDING GRADES
& GEOTECH REPORT &
ADJUST ACCORDINGLY
GRADE, SEE CIVIL
NOTE:
GC TO VERIFY AND
COORDINATE T.O. SIGN
W/ STRUCTURAL STEEL
SUPPLIER, CIVIL, AND
SURROUNDING GRADES
SIGN -32 S.F.
PRE-FABRICATED
MONUMENT SIGN W/
BACKLIT LETTERS, BY
SIGN VENDOR
T.O. GRADE
0'-0"+/-
T.O. STEEL
5'-8"+/-
T.O. SIGN
6'-0"+/-
BRICK-1
T.O. BRICK LEDGE
CSTN-1 CAP
STEEL TUBE COLUMN,
VERIFY SPACING W/ SIGN
SUPPLIER, SEE STRUCT
6"8'-0"6"
9'-0"
7
A1.2
1'-0"4'-0"3'-0"1'-0"
CL CL CL
B.O. STEEL
2'-3"+/-
77.48
T.O. FOOTING
96'-0"
7
A1.2
NOTE: VERIFY T.O.
FOOTING HEIGHTS W/
SURROUNDING GRADES
& GEOTECH REPORT &
ADJUST ACCORDINGLY
GRADE, SEE CIVIL
NOTE:GC TO VERIFY &
COORDINATE T.O. SIGN
W/ STRUCTURAL STEEL
SUPPLIER, CIVIL, &
SURROUNDING GRADES
SIGN -32 S.F.
PRE-FABRICATED
MONUMENT SIGN W/
BACKLIT LETTERS, BY
SIGN VENDOR
BRICK-1
T.O. BRICK LEDGE
CSTN-1 CAP
STEEL TUBE COLUMN,
VERIFY SPACING W/ SIGN
SUPPLIER, SEE STRUCT
1'-0"4'-0"3'-0"1'-0"
CL CL CL
T.O. GRADE
0'-0"+/-
T.O. STEEL
5'-8"+/-
T.O. SIGN
6'-0"+/-
6"8'-0"6"
9'-0"
1'-4"
8"
2'-0"
4'-0"
COVER, SEE STRUCT
5'-0" MIN. FROST
6'-0"
7 7.4 8
PRE-FABRICATED
MONUMENT SIGN
W/ BACKLIT LETTERS,
BY SIGN VENDOR
GALV. STEEL TUBE
COLUMN, VERIFY W/ SIGN
SUPPLIER, SEE STRUCT
CSTN-1 CAP
BRICK-1
GRADE, SEE CIVIL
T.O. BRICK LEDGE
NOTE: VERIFY T.O.
FOOTING HEIGHTS W/
SURROUNDING GRADES
& GEOTECH REPORT &
ADJUST ACCORDINGLY
1'-4"
8"
2'-0"
4'-0"
6'-0"
COVER, SEE STRUCT
5'-0" MIN. FROST
PRE-FABRICATED
MONUMENT SIGN
W/ BACKLIT LETTERS,
BY SIGN VENDOR
CSTN-1 CAP
BRICK-1
GRADE, SEE CIVIL
T.O. BRICK LEDGE
NOTE: VERIFY T.O.
FOOTING HEIGHTS W/
SURROUNDING GRADES
& GEOTECH REPORT &
ADJUST ACCORDINGLY
8"
1'-4"
4'-0"
2'-0"
COVER, SEE STRUCT
5'-0" MIN. FROST
STEEL TUBE COLUMN,
VERIFY W/ SIGN
SUPPLIER, SEE STRUCT
6'-0"
T.O. FOOTING
96'-0"CONC. FOOTING,
SEE STRUCT.
CONC. FOUNDATION
WALL, SEE STRUCT.
BRICK-1
CSTN-1
STEEL TUBE w/ BASE
PLATE, SEE STRUCT.
PRE-FABRICATED
MONUMENT SIGN w/
BACKLIT LETTERS, BY
SIGN VENDOR
GRADE, SEE CIVIL
T.O. STEEL
9'-8"+/-
B.O. STEEL
6'-3"+/-
GRADE
0'-0"+/-
A1.2
8
A1.2
11
2'-0"
AIR CAVITY
BRICK TIES @ 16"
O.C. HORIZ. & VERT.
CAVITY DRAINAGE MAT'L
BRICK VENT /
WEEPS @ 24" O.C.
2-PIECE THRU-WALL
FLASHING, VERT. LEG TO
EXTEND MIN. 12", EXTENDING
DOWN OVER STAINLESS STEEL
DRIP w/ HEMMED EDGE
GRADE, SEE CIVIL
GROUT SOLID
BELOW
EXTEND WEATHER
BARRIER TO EXT.
FOUNDATION WALL
CONC. FOUNDATION,
SEE STRUCTURAL
BRICK VENTS, 24" O.C.
CAST STONE, CUT AROUND
STEEL COLUMNS, SLOPE FOR
DRAINAGE @ TOP, ANCHOR PER
MANUF.'S RECOMMENDATIONS
BRICK VENEER,
RETURN AT ENDS
CONC. BACKUP
WALL, SEE STRUCT.
PRE-FABRICATED
MONUMENT SIGN,
G.C. TO COORDINATE
ELECTRICAL CONDUIT
LOCATION w/ SIGN
VENDOR
STAINLESS STEEL DRIP
w/ HEMMED EDGE
SEALANT
SELF-ADHERING RUBBERIZED
ASPHALT FLASHING OVER
STAINLESS STEEL FLASHING
STAINLESS STEEL FLASHING
SET IN BED OF MASTIC
STEEL TUBE w/ BASE
PLATE, SEE STRUCT.
6"1'-0"6"
2"
5 5/8"
7 5/8"
3/8"
T.O. CONC. PIER
16"+/-ABOVE FIN. GRADE
GALV. STEEL COLUMN,
SEE STRUCTURAL
SIDEWALK, SEE CIVIL
SET BOLLARD IN 12" DIA.,
48" DEEP CONC. FOOTING
SET SIGN POST & BOLLARD
IN SIDEWALK AS SHOWN
ON SITE PLAN OR 36"
FROM BACK OF CONC.
CURB IF NO SIDEWALK IS
PROVIDED, SEE CIVIL
5'-3"
1'-6"
1'-0"
1'-0"
1'-6"
5'-3"
4"
2"
SET SIGN IN 6" DIA.
BOLLARD, SEE CIVIL
4'-0"
4'-0"
A)SITE INFORMATION HAS BEEN TAKEN FROM A SITE SURVEY PREPARED BY HOUSTON ENGINEERING, INC. 7510
MARKET PLACE DRIVE, EDEN PRAIRIE, MN 55344, DATED SEPTEMBER 17, 2025. GENERAL CONTRACTOR IS TO VERIFY ALL
SITE INFORMATION BEFORE STARTING CONSTRUCTION AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES.
B)REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.
SITE PLAN GENERAL NOTES
T.O. STEEL
5'-8"+/-
STEEL TUBE,
SEE STRUCT.
STEEL COLUMN,
SEE STRUCT.
PARAPET
CAP SYSTEM
BY SIGN
SUPPLIER
T.O. SIGN
6'-0"+/-
1'-0"
BOX SIGN w/
BACKUP
COMPONENTS
BY SIGN
SUPPLIER
A1.2
3
A1.2
4
A1.2
6 A1.2
5
7
A1.2
1'-0"4'-0"3'-0"1'-0"
6"8'-0"6"FOOTING
BELOW9'-0"
CL CL CL
6"
1'-0"
6"
2'-0"CAST STONE
SILL BELOW
STEEL COLUMN,
SEE STRUCT
NOTE:
GC TO COORDINATE
MONUMENT SIGN
INSTALLATION W/
CIVIL & ELECTRICAL.
77.48
4'-0"
4'-0"
18" TUBE FORM
6" MIN. OF CONC. COVER
CONCRETE SLAB
1/2" EXPANSION MATERIAL
w/ ROD & SEALANT
7'-6" LONG X 6" I.D.
STEEL PIPE FILLED w/
CONCRETE, FIELD PAINT
FORM "DOME" OF
EXPOSED CONC. CAP
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NOT FOR CONSTRUCTION
0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:03:41 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A1.2
ARCHITECTURAL
SITE PLAN AND
SITE DETAILS
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
0'
NORTH
2010 401" = 20'-0"A1.2
1 ARCHITECTURAL SITE PLAN
1/2" = 1'-0"A1.2
9 FLAGPOLE DETAIL
1/2" = 1'-0"A1.2
10 TYP. EXTERIOR PIPE BOLLARD
1/4" = 1'-0"A1.2
3 MONUMENT SIGN -SOUTH ELEVATION
1/4" = 1'-0"A1.2
4 MONUMENT SIGN -NORTH ELEVATION
1/4" = 1'-0"A1.2
6
MONUMENT SIGN -
WEST ELEVATION
1/4" = 1'-0"A1.2
5
MONUMENT SIGN -
EAST ELEVATION
1/4" = 1'-0"A1.2
7
WALL SECTION -
MONUMENT SIGN
1 1/2" = 1'-0"A1.2
8 SECTION DETAIL -B.O. MONUMENT SIGN
1/2" = 1'-0"A1.2
12
ACCESSIBLE PARKING
SIGN DETAILS
SITE PLAN KEYNOTES
S01 BUILDING LAYOUT POINT.
S02 FLAGPOLE AND FLAG, COORDINATE EXACT LOCATION W/ OWNER, SEE DETAIL 9/A1.2. SEE
SPECIFICATIONS.
S03 BICYCLE RACK, SEE SPECIFICATIONS.
S04 MAIN ENTRANCE.
S05 LANDSCAPED AREA, SEE LANDSCAPE PLAN.
S06 CENTERLINE OF MAIN ENTRANCE.
S07 CENTERLINE OF DRIVE-THRU.
S08 DASHED LINE INDICATES OUTSIDE FACE OF BUILDING BELOW.
S09 ACCESSIBLE PARKING SIGN IN BOLLARD W/ NYLON SLEEVE, COLOR TO BE SELECTED BY ARCHITECT,
SEE DETAIL 12/A1.2, SEE CIVIL.
S11 ACCESSIBLE CURB RAMP AND WALK, SEE CIVIL.
S12 FLUSH CURB FOR ACCESSIBLE ROUTE, TYPICAL, SEE CIVIL.
S13 WALL PACK, SEE ELECTRICAL.
S14 FIRE DEPARTMENT INLET w/ ALARM ABOVE AND DRAIN BELOW. VERIFY EXACT LOCATION w/ FIRE
MARSHAL.
S15 CURRENT TRANSFORMER (CT) CABINET AND METER, SEE ELECTRICAL, VERIFY EXACT LOCATION w/
UTILITY.
S16 MONUMENT SIGN W/ BASE, SEE CIVIL.
S17 ROOF HATCH WITH INTEGRAL RAILING SYSTEM.
S18 ROOF TOP UNIT W/ SCREENING, SEE MECHANICAL.
S19 ROOF PAVERS, SEE SPECIFICATIONS.
S20 CONCRETE PAVING AT DRIVE-THRU, SEE CIVIL.
S21 6" DIA. CONC. FILLED SHOP PRIMED BOLLARD w/ PRE-FAB NYLON SLEEVE, COLOR BY ARCHITECT,
SEE DETAIL 10/A1.2.
S22 CONCRETE WALK, SEE CIVIL.
S23 CONCRETE STOOP, SEE STRUCTURAL.
S25 TRANSFORMER, SEE CIVIL/ELECTRICAL, VERIFY EXACT LOCATION w/ UTILITY.
S26 EXISTING FIRE HYDRANT, SEE CIVIL.
S27 EXISTING LIGHT POLE TO REMAIN.
S28 NEW PARKING LOT ISLAND, SEE CIVIL.
S29 GAS MAIN, VERIFY EXACT LOCATION, SEE MECHANICAL.
S30 NEW PARKING LOT ISLAND END, SEE CIVIL.
SPR ISSUE 10/06/25
1 1/2" = 1'-0"A1.2
11 SECTION DETAIL -T.O. MONUMENT SIGN
NORTH
1/4" = 1'-0"A1.2
2 MONUMENT SIGN PLAN
1/2" = 1'-0"A1.2
13 PIPE BOLLARD DETAIL
AC
C
AC
C
REF.
U.C.
REF.
U.
C
.
RE
F
.
A) DO NOT SCALE DRAWINGS.
B) NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
C) IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS
AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR
CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
D) IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE
PRESERVATIVE-TREATED:
1. WOOD IN CONTACT WITH THE GROUND OR WATER.
2. WOOD IN EXTERIOR FOUNDATION WALLS.
3. WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH
CONCRETE OR MASONRY FOUNDATION WALLS.
4. WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH.
5. AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS.
E) ALL WOOD USED IN BUILDINGS OF TYPE I OR II CONSTRUCTION (SEE CODE DATA SHEET),
IS TO BE FIRE-RETARDANT-TREATED, WITH THE FOLLOWING EXCEPTIONS:
1. PRESERVATIVE-TREATED WOOD AS NOTED IN GENERAL NOTE "D" ABOVE.
2. INTERIOR FLOOR FINISH AND INTERIOR FINISHES; TRIM AND MILLWORK SUCH AS
CABINETRY, DOORS, DOOR FRAMES AND WINDOWS.
3. BLOCKING FOR HANDRAILS, MILLWORK, CABINETS, AND WINDOW AND DOOR FRAMES.
F) SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS &
ABBREVIATIONS.
FLOOR PLAN GENERAL NOTES
A3.2
1
A3.1
1
C.9
CC
BB
A.1
A.1
DD
B.7B.7
B.1
C.2
A
D.1
A.4
A.6
C.5 BREAK
ROOM
114
TOILET
119
TOILET
118UBA
109UBA
108UBA
107
UBA
106
WFA
105
WAITING
103
VESTIBULE
100
XTM's
110 CASH /
WORK
117
HALLWAY
113
IT
116
TRAINING
111
MECH.
115
HALLWAY
112
UBA WORK
AREA
101A
B.4
A6.1
3
A6.1
9
A6.1
18
A6.1
4
A6.1
11
A6.1
17
A6.1
2
A6.1
1
A8.2
6
1
A5.3
A6.1
10
A8.2
1
A6.1
12
A6.1
8
A6.1
15
A6.1
19
A2.1
2
A6.1
7
A8.2
7
1
A5.1
7
A5.3
A6.1
5
A8.2
3
4
A5.3
3
A5.3
16
A8.3
4
A8.3
A.2
A.2
5
5
6
6
2
2
3
3
4
4 3.33.7
2.2
2.26.1
1
1
5
A5.2
ROOF OVERHANG
ABOVE
SA
F
E
CL
11
3
/
8
"
1
'
-
6
"
1
1
'
-
9
5
/
8
"
1
7
'
-
0
3
/
4
"
7
'
-
6
5
/
8
"
5
'
-
9
"
4
"
2'-
0
"
1
2
'
-
3
"
1
8
'
-
6
"
1
0
'
-
9
"
8
5
/
8
"
3
5
/
8
"
1'
-
0
1
/
4
"
1
6
'
-
5
1
/
2
"
1
'
-
0
1
/
4
"
8 5
/
8
"
3
5
/
8
"
29'-4"5'-0"26'-0"9'-8"4'-0"
1'-8"26'-0"11 5/8"6'-5"24'-6 3/4"9'-2 5/8"3'-10"1'-4"
1'-2"1'-0 1/4"23'-11 1/2"1'-0 1/4"
8 5/8"3 5/8"3 5/8"8 5/8"
74'-0"
1'-8"
1'-
4
"
CLEAR
7'-5 1/2"4'-4 7/8"
CLEAR
6'-8 5/8"
1'-
8
"
1
1
'
-
7
"
1
'
-
8
5
/
8
"
4
'
-
8
3
/
4
"
4
'
-
1
0
"
6
'
-
9
"
9
"
5
'
-
8
1
/
4
"
7
'
-
7
3
/
8
"
1
'
-
8
"
2'-8"9'-4"6'-8"5'-4"5'-4"13'-6"9'-0"16'-8"5'-6"
4"4'-8"6"
1'-3"6'-6"1'-3"
8 5/8"
6 3/8"
6 3/8"8 5/8"
1'-8"1'-0"
29'-4"44'-8"
5'-
0
"
2"
4'-
1
0
"
4'-0"
5'-
4
"
6
'
-
8
"
3
'
-
4
"
3
1
'
-
8
"
47
'
-
0
"
47
'
-
0
"
3 3/4"2'-4 1/4"
5'-
4
"
1'-
0
"
8
5
/
8
"
1'-
3
3
/
8
"
1'-
2
"
5'-
5
3
/
8
"
4
5
/
8
"
7'-
0
"
2
'
-
0
"
4'-0"
1'-
0
"
3
'
-
0
"
49
'
-
0
"
3'-
0
"
4
3
'
-
0
"
3
'
-
0
"
1'-
6
"
8
5
/
8
"
5
'
-
0
"
8
5
/
8
"
10'-11"5'-0" CLEAR10'-1"
1'-8"
9'-1 1/2"9'-1 1/2"7'-9"2 1/2"
3'-
4
"
10
'
-
0
"
1
3
'
-
2
"
7
'
-
2
"
5
'
-
0
"
15'-11"10'-1"15'-2"9'-0"17'-0"1'-2"
1'-3"6'-6"1'-3"
1'-
0
1
/
4
"
16
'
-
5
1
/
2
"
1'-
0
1
/
4
"
9'-0"8'-0"9'-0"
3'-
0
"
3
'
-
8
1
/
2
"
1'-
0
"
1'-
0
"
7'-
5
1
/
2
"
3'-
6
"
4'-
9
1
/
8
"
10'-0"5'-9 7/8"
1'-
8
"
4
'
-
5
1
/
8
"
CL
2'-
3
"
FD
FD
CL
CW2
SF4
CW2
SF2 SF3
CW3
SF6
CW3
CW1
SF7
CW1
SF1
SF5
CL CL
12
0
11
9
11
8
11
3
116
117
115A
10
0
B
10
0
A
4'-6" 4'-6"
9'-
0
"
A3.2
3A3.1
3
A1.2
3
A1.2
4
A1.2
6
4
A5.1
R 1 0 '-0 "
2'-0"
4"
4'-8 1/4"+/-
M3BS
1
M3BS
1
M3BS
1
M3AS
1
M3AS
1M3AS
1
A6.1
7 Sim
M3AS
1
M3B 4
M3B 4
M3B 4
M1A 1M1A1
M3AS
1
M3BS
1
2'-0"2'-0"
M3AS
1M3AS
1
M3BS
1
4'-0"
A6.1
4 Sim
1'-0"
A6.1
1 Sim
A6.1
2 Sim
11
A6.3
3
A5.2
1
A5.2
2'-3"
A8.2 1513
16
14
A8.15 6
A8.1
7
A8.1
8
A8.1
14
9
A8.1
10
A8.1 12
M3A
M3A 4
4'-0"
M3A 4
M3BS
1
M3BS
1M3AS
1
M3BS
1
M1A 1M1A1
M3AS
1
M8BS
1
M3AS
1
M1A 1M1A1
M3BS
1
M6BS
1
M3BS
1
M3BS
1
3
A5.1
2
A5.1
A8.111
7
A5.2
A6.1
1 Sim
A6.1
1 Sim
A6.1
8 Sim
2'-0"M3BS
1
A6.1
6
A8.2 2
A8.24
A8.2 8
LOBBY
101
WAITING
102
MANAGER
104
A8.25
A8.29
A8.210
A25
A05
A06
A07
A07
A07
A08
A09
A04
A10
A12
A17
A11
A35
A29
A19A32
A31
A31
A03
A14A14
A26
A22
A21
A23
A21
A20
A13
A24A24A24
A24
A24
A24
A24
A24 A24 A24
A23
A28
A30
A36
114A
DIGITAL
EXPERIENCE
121
EQ EQ
EQ EQ
9'-0"
CL
CL
CL
A02
A34
A01
A01
A27
A8.2 11
EQ EQ
CLOSET
111A
111
M3BS
1M3BS
1
M3BS
1
M3BS
1
111A3 1/2"
CL
1"
CLOSET
114A
1'-0"
3'-1"
3'-10"4'-8"
WELLNESS
120
77.48
A18
13 A24A24
104
105
112
A6.1
6
115B
B.1
3
A8.3
22.2DG-1 OVER 1/2" FIRE-
TREATED PLYWOOD
OVER MTL STD FRAMING
SEALANT & BACKER
ROD, BOTH SIDES
SEALANT & BACKER ROD
EA. SIDE OF BRICK
5/8" GYP ON METAL
STUD FURRING
STEEL COLUMN,
SEE STRUCTURAL
METAL 'J' BEAD,
BOTH SIDES
5/8" GYP ON METAL
STUD FRAMING
METAL CORNER BEAD
METAL 'J' BEAD EA.
SIDE OF BRICK
5/8" GYP. BD. OVER
3-5/8" MTL STD FRAMING
5/8" GYP. BD.
OVER 6" METAL
STUD FRAMING
5 3/4"11 5/8"3 5/8"
4 1/2"
5/8"3"3"5/8"
3 5/8"8 3/8"
1'-0"3'-10 1/4"
2'-7 1/4"1'-3"
3 3/8"
8 5/8"
1'-0"
C.2
22.2
DG-1 OVER 1/2" FIRE-
TREATED PLYWOOD
OVER MTL STD FRAMING
SEALANT & BACKER
ROD, BOTH SIDES
SEALANT & BACKER
ROD EA. SIDE OF BRICK
5/8" GYP ON METAL
STUD FURRING
STEEL COLUMNS,
SEE STRUCTURAL
METAL 'J' BEAD,
BOTH SIDES
METAL 'J' BEAD EA.
SIDE OF BRICK
5/8" GYP. BD. OVER
3-5/8" MTL STD FRAMING
5/8" GYP. BD.
OVER 6" METAL
STUD FRAMING
3 5/8"8 3/8"
1'-0"3'-10 1/4"
2'-7 1/4"
3 5/8"3 5/8"
8"5/8"3"3"5/8"
1'-3"
1'-0"
8"
4'-3"
3
A8.3
Sim
C
B
B.7
B.1
C.2
B.4
1
A5.1
CASH /
WORK
117
XTM's
110
A2.1
4
A2.1
3
4
A8.3
3
A8.3
A8.3
2
22.2 4
A5.1
M3AS
1 M3BS
1
M8BS
1
M3AS
1
M3AS
1
M3AS
1M3BS
1
3'-0"1'-3"
1'-0"
19'-0 3/8"
4'-9 5/8"
14'-5 1/4"
1'-10"
M6BS
1
M6BS
1
M6BS
1
M6AS
1
M3AS
1
M3A 1
M6A 1
M1AS
1
M1AS
1
M3AS
1
SAFE
5'-8"4'-0"
9'-8"
1'-0"
5'-8 5/8"
7 9/16"
5'-8 5/8"
7 9/16"
5'-8 5/8"
1'-0"
20'-5"
1'-8 1/2"2'-0"CL CLM3A
M3BS
1
117
M3BS
1
A8.1 1
A8.1
3
4
A8.1 2 A8.15 6
3
A8.3
Sim
A04A27
M3AS
1
M3AS
1
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NOT FOR CONSTRUCTION
0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:04:00 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A2.1
FLOOR PLAN
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
1/4" = 1'-0"A2.1
1 FLOOR PLAN
NORTH
SPR ISSUE 10/06/25
1 1/2" = 1'-0"A2.1
4 PLAN DETAIL -XTM DG-1 END -NORTH
1 1/2" = 1'-0"A2.1
3 PLAN DETAIL -XTM DG-1 END -SOUTH
1/2" = 1'-0"A2.1
2 ENLARGED XTM & CASH / WORK ROOM PLAN
NORTH
FLOOR PLAN KEYNOTES
A01 ALIGN WALL SURFACES.
A02 ALIGN SURFACES, TYPICAL.
A03 FIRE EXTINGUISHER WITH SEMI-RECESSED FIRE EXTINGUISHER CABINET, SEE
SPECIFICATIONS.
A04 FIRE EXTINGUISHER WITH FULLY RECESSED FIRE EXTINGUISHER CABINET, SEE
SPECIFICATIONS.
A05 MOP SINK, SEE SPECIFICATIONS.
A06 MOP/BROOM HOLDER WITH UTILITY SHELF, PROVIDE BRADLEY MODEL 9983 WITH 2
HOOKS/3 HOLDERS, SEE SPECIFICATIONS.
A07 CONCRETE STOOP WITH FROST FOOTINGS, SEE STRUCTURAL.
A08 3/4" FIRE-RESISTANT PLYWOOD PANELS FOR EQUIPMENT MOUNTING. MOUNT FULL
WIDTH OF ROOM AND FROM 12" A.F.F. TO 108" A.F.F. PAINT TO MATCH ADJACENT
SURFACE.
A09 ELECTRICAL PANEL LOCATION, SEE ELECTRICAL.
A10 SUMP WITH SUMP BASKET, SEE PLUMBING.
A11 FIRE DEPARTMENT INLET WITH ALARM ABOVE AND DRAIN BELOW. VERIFY EXACT
LOCATION WITH FIRE MARSHAL.
A12 FIRE RISER, SEE MECHANICAL.
A13 RECESSED CABINET UNIT HEATER, PROVIDE TRIM KIT, COLOR TO BE SELECTED BY
ARCHITECT, SEE MECHANICAL.
A14 HORIZONTAL RECESSED MOUNTED BABY CHANGING STATION, KB310-SSRE, SEE
SPECIFICATIONS.
A17 FLOOR DRAIN, VERIFY EXACT LOCATION WITH PLUMBING.
A18 FIRE DEPT. ACCESS, (KNOX BOX), FULLY RECESSED, PROVIDE BLOCKING AS NEEDED, VERIFY
EXACT LOCATION w/ FIRE MARSHALL
A19 RAIN WATER LEADER, SEE PLUMBING.
A20 POWERED DOOR OPERATOR BUTTON ON STAINLESS STEEL BOLLARD, MOUNT TO
CONCRETE SLAB. INBOARD DOOR 100B TO HAVE DELAYED RESPONSE FOR OPENING TO
HELP MAINTAIN AIR LOCK PROPERTIES, G.C. TO COORDINATE.
FLOOR PLAN KEYNOTES
A21 REQUIRED ADA CLEAR FLOOR SPACE.
A22 POWERED DOOR OPERATOR BUTTON, TYP. OUTBOARD DOOR 100A TO HAVE DELAYED
RESPONSE FOR OPENING TO HELP MAINTAIN AIR LOCK PROPERTIES, G.C. TO COORDINATE.
A23 BACK-PAINTED GLASS LIGHT BOX, SEE FINISH PLAN, SEE SPECIFICATIONS.
A24 UNDERFLOOR DUCTWORK PLENUM, VERIFY EXACT LOCATION WITH MECHANICAL.
A25 WALL MOUNTED EMPLOYEE MESSAGING DISPLAY. GC TO PROVIDE BLOCKING, POWER,
AND DATA AS REQUIRED.
A26 MONITOR, INSTALL (4), PROVIDE POWER/DATA, CONDUIT RUNS TO COME FROM UNDER
SLAB, SEE ELECTRICAL.
A27 AED WITH FULLY RECESSED AED CABINET, SEE SPECIFICATIONS.
A28 COIN MACHINE, PROVIDE POWER/DATA.
A29 CONCRETE PIER BELOW, SEE STRUCTURAL. G.C. TO COORDINATE MEP WITH CONCRETE
PIER BELOW.
A30 PROVIDE THICKENED SLAB UNDER XTM'S, SEE STRUCTURAL.
A31 24"X24" ACCESS DOORS FOR MECHANICAL ACCESS, SEE SPECIFICATIONS. B.O. DOOR TO BE
1'-0" A.F.F., ALIGN WITH DUCTS, CONFIRM EXACT LOCATION WITH MECHANICAL.
A32 SHIP'S LADDER WITH ROOF ACCESS HATCH ABOVE, SEE SPECIFICATIONS.
A34 GAS METER AND MANIFOLD, SEE MECHANICAL, VERIFY WITH UTILITY.
A35 A35_CT CABINET WITH METER, SEE ELECTRICAL. VERIFY WITH LOCAL UTILITY.
A36 FUTURE XTM EXPANSION LOCATION. PROVIDE ALL POWER/DATA REQUIRED FOR FUTURE
INSTALLAION.
NORTH
NORTH
1'-0"
6"
6"
1'-
6
5
/
8
"
9"
3
5
/
8
"
3"3"
2"
2"
1'-
0
"
6
5
/
8
"
PRE-FIN MTL
PNL, SEE SPECS.
1-5/8" GALV.
MTL STUDS AS
INDICATED, CLIP
TO STRUCTURE
AS REQ'D
STEEL CANOPY
SUPPORT
STRUCTURE, SEE
STRUCT. DWGS.
a
b
2"2"
3-5/8" GALV.
MTL STUDS AS
INDICATED, CLIP
TO STRUCTURE
AS REQ'D
11
A2.2
11
A2.2
GRID
GRID
6"
BOLLARD,
SEE PLAN
CL
STANDING SEAM MTL ROOF OVER WATER BARRIER
ON (2) LAYERS 1/2" EXTERIOR PLYWOOD ON CURVED
STEEL 4x2 OUTRIGGER FRAMING @ 2'-0" OC
SHOP PRIMED &
FIELD PAINTED
STEEL FRAMING,
PROVIDE END
CLOSURE PLATE,
GRIND SMOOTH,
SEE STRUCT.
PRE-FIN MTL PNL
SOFFIT CLOSURE
(BEYOND)
PRE-FINISHED ALUM FASCIA OVER WATERSHEAD
MEMB ON 1/2" PLYWOOD SHEATHINBG
4x2 CONT STEEL TUBE FASCIA HEADER
3'-2"
COLUMN
ENCLOSURE: PRE-
FIN MTL PNL OVER
GALV. MTL STUDS
CLIPPED TO
STRUCTURE
COLUMN BEYOND,
SEE STRUCT.
PRE-FINISHED VENTED
MTL PANEL SOFFIT ON
GALV. MTL SUB FRAMING
AS REQUIRED (SEE RCP
FOR VENTED PANEL LOC'S)
1
"
SEALANT w/ BACKER
ROD IN 1/2" JOINT (TYP.
WHERE INDICATED)1'-0"6 5/8"
CROSS BEAM,
BEYOND, SEE
STRUCT, ALIGN
w/ BACK EDGE
OF COLUMN
6
3
/
4
"
1
/
2
"
8
1
/
4
"
CONT PRE-FINISHED DRIP BY ROOF SUPPLIER
HEAVY GUAGE STEEL
STUD ANGLE FASCIA
SUPPORT
GRID
COLUMN ENCLOSURE: PRE-
FINISHED METAL PANEL OVER
3-5/8" GALV. METAL STUDS
CLIPPED TO STRUCTURE
SEALANT & BACKER ROD
w/ WEEPS @ 12" O.C.
6"
6"6"
1/
2
"
8"
1/2
"
3"3"
1'-0" 6 5/8"
9"3"3"3 5/8"
1'-6 5/8"1'-0"
11a COL ENCLOSURE BASE 11b COL ENCLOSURE BASE
POURED CONC.
SLAB OVER CONC.
PIER, SEE CIVIL
VERIFY w/ STRUCTURAL VERIFY w/ STRUCTURAL
COLUMN BASE PLATE
& FOUNDATION, SEE
STRUCTURAL
CONTINUOUS MEMB.
FLASHING AROUND &
SEALED TO COLUMN
1-5/8" GALV. METAL STUDS
CLIPPED TO STRUCTURE
7
A2.2
7
A2.2
T.O. CONC. PIER
SEE STRUCT.
8"
T.O. CURB
SEE CIVIL
8 1/4"
TYP.
1/2"
2"
3/4"4"
1"
(MIN.)
4"
STANDING SEAM METAL
ROOF OVER WATER
BARRIER ON (2) LAYERS
1/2" EXTERIOR PLYWOOD
(STAGGER JOINTS) ON
CURVED STEEL 4x2
FRAMING @ 2'-0" O.C.
SHOP PRIMED & FIELD PAINTED STEEL
FRAMING (SEE STRUCT)
PRE-FINISHED METAL PANEL SOFFIT ON
METAL SUB FRAMING AS REQUIRED
PRE-FINISHED ALUMINUM FASCIA
OVER WATERSHED MEMBRANE
ON 1/2" PLYWOOD SHEATHING
4x2 STEEL TUBE LOOKOUTS & 24" OC
CURVED TO MATCH ARC OF ROOF & WELDED
TO BEAM / ROOF FRAMING AS REQUIRED
4x2 CONT. STEEL TUBE FASCIA HEADER
SNOW GUARD FULL
WIDTH OF CURVED ROOF
NOTE: DO NOT LOCATE
4x2 ROOF FRAMING ON
OR CLOSER THAN 4" TO
MAIN CROSS BEAMS TO
ALLOW FOR AIR
MOVEMENT &
VENTILATION OF
SOFFIT AREA
3'-0"
4"
STANDING SEAM METAL ROOF OVER
WATER BARRIER ON (2) LAYERS 1/2"
EXTERIOR PLYWOOD ON CURVED STEEL
4x2 OUTRIGGER FRAMING @ 2'-0" O.C.
SHOP PRIMED & FIELD
PAINTED STEEL
FRAMING, SEE STRUCT.
SEE 7/A2.2 (BELOW) FOR INFO
3'-2"
CONT. SEALANT
COLUMN BEYOND,
SEE STRUCT.
8
1
/
4
"
1
"
PRE-FINISHED METAL
PANEL SOFFIT
CLOSURE (BEYOND)
COLUMN ENCLOSURE:
PRE-FINISHED METAL PANEL
OVER 4" METAL STUDS
CLIPPED TO STRUCTURE
SNOW GUARD
FULL WIDTH OF
CURVED ROOF
6
3
/
4
"
1
/
2
"
END OF STEEL CURVED BEAM
W/ STEEL CLOSURE (FULLY
WELDED & GROUND SMOOTH
IN SHOP, SHOP PRIMED / FIELD
PAINTED)
1'-0"6 5/8"
4 "
(M I N )NOTE:
DO NOT LOCATE 4x2 ROOF
FRAMING ON OR CLOSER
THAN 4" TO MAIN CROSS
BEAMS TO ALLOW FOR AIR
MOVEMENT & VENTILATION
OF SOFFIT AREA
GRID
REFER TO EXTERIOR MATERIAL FINISH SCHEDULE
ON SHEET A3.1, FOR ADDITIONAL INFORMATION,
SEE SITE PLAN KEYED NOTES ON SHEET A1.2
R 10'-0"
R 5'-0"
R 4'-6"
R
4'-6
"
10'-6 5/8"+/-
18'-0"
9'-0"6 SPACES @ 9'-0" = 54'-0"9'-0"
72'-0"
A2.2
2
A2.2
3
A2.2
5
A2.2
4
LANDSCAPED AREA, SEE
LANDSCAPE DRAWINGS
CONC. CURB & PAVED
DRIVE, SEE CIVIL
6" DIA. BOLLARD, SHOP
PRIMED, w/ PRE-FAB NYLON
SLEEVE COVER (TYP.), SEE DTL
13/A1.2, COLOR BY ARCHITECT
6" DIA. BOLLARD, SHOP
PRIMED, w/ PRE-FAB NYLON
SLEEVE COVER, TYP. SEE DTL
13/A1.2, COLOR BY ARCHITECT
EXPRESS TELLER (XT) w/
HOUSING, VERIFY EXACT SIZE &
MOUNTING REQMT'S w/ OWNER
CANOPY COLUMN,
SEE STRUCT.
LINE OF CANOPY
OVERHANG ABOVE
E
3.6 3.1
CL
CL
CL
CL CL
CL
CLCL2'-1"2'-7"+/-3'-4"+/-2'-0"+/-2'-8"1'-0"
7"
2'-3"
2'-3"
1'-0"11'-8"1'-0"
6'-4"6'-4"
18'-0"
3"
6"
LANDSCAPED
AREA, SEE
LANDSCAPE
DRAWINGS
LANDSCAPED
AREA, SEE
LANDSCAPE
DRAWINGS
14'-0"
3'-2"
6 5/8"
1'-0"
2'-2"
1'-6 5/8"+/-
6"
6'-0"
17'-2"
POURED CONC SLAB, SEE CIVIL
CL
2'-8"12'-8"2'-8"
1'-2"
6"
RIVER ROCK MULCH, SEE CIVIL
2
A1.1
A2.2
7
9 3/4"
21 5/8"18 1/2"
CL
CL
XT 3"6"
37"
5"10'-10"5"
6"CL
RECESSED FLOOR BOX (9"X9"
MIN.), TYP., VERIFY W/
OWNER'S EQUIPMENT VENDOR
ALUMINUM SLAT
FENCE; 3X1 ALUM.
FENCING W/ 1"
SPACE BETWEEN,
COLOR BY ARCHITECT
DASHED LINE INDICATES
XTM SERVICE AREA
A2.2
6
CONC. CURB &
GUTTER, SEE CIVIL
10'-0"
2'-0"
1'-2"
6"
1'-0"
6"
1'-2"
STOP SIGN & LEFT TURN
ONLY SIGN FOR DRIVE-
THRU USE, SEE CIVIL
CONC. CURB &
GUTTER, SEE CIVIL 5'-0"
EXIT ONLY
SIGN, SEE
CIVIL
EXIT ONLY
SIGN, SEE
CIVIL
ENTRANCE/
WAYFINDING
SIGN, SEE CIVIL
RS-2 -PRE-FINISHED
STANDING SEAM ROOF
PRE-FINISHED SNOW
GUARD (COLOR TO MATCH
STANDING SEAM ROOF)
FLASH-4 -PRE-FINISHED
METAL ALUM. FASCIA
MP-4 -PRE-FINISHED METAL
SOFFIT PANELS, SEE RCP FOR
MORE INFORMATION
STEEL SUPPORT STRUCTURE,
SEE STRUCT. DWGS, SHOP
PRIMED & FIELD PAINTED
MP-4 -PRE-FINISHED
METAL PANEL
COLUMN ENCLOSURE
6" CONC. FILLED BOLLARDS,
SHOP PRIMED, w/ NYLON
BOLLARD COVERS, TYP. SEE
DETAIL 8/A1.2
XTM EXPRESS TELLER (XT) w/
HOUSING, VERIFY EXACT
SIZE & MOUNTING
REQMT'S w/ OWNER
FENCE-1 -ALUM SLAT-
FENCE: 3x1 ALUM FENCING
w/ 1" SPACES BETWEEN
6'-9"
EQ
EQ
10
A2.2
7
A2.2
3.63.1
2
A1.1
T.O. CONC. PIER
SEE STRUCT.
T.O. CURB
SEE CIVIL
T.O. CANOPY
13'-1" -T.O. CURB
RS-2 -PRE-FINISHED
STANDING SEAM ROOF
PRE-FINISHED SNOW
GUARD, COLOR TO MATCH
STANDING SEAM ROOF
FLASH-4 -PRE-FINISHED
ALUMINUM FASCIA
MP-4 -PRE-FINISHED METAL
PANEL COLUMN ENCLOSURE
6" CONC. FILLED BOLLARD,
SHOP PRIMED, W/ NYLON
BOLLARD COVER, TYP. SEE
DETAIL 8/A1.2
EQ
EQ
6'-9"
12
A2.2
9
A2.2
7
A2.2
3.6 3.1
2
A1.1
T.O. CANOPY
13'-1" -T.O. CURB
T.O. CURB
SEE CIVIL
T.O. CONC. PIER
SEE STRUCT.
5
A6.3
1
A8.3
1'-0"6 5/8"
6"
EQ
EQ
NOTE: XTM SIGNAGE BY
SIGN SUPPLIER, VERIFY
ELECT. REQMT'S AND
MOUNTING LOCATIONS
w/ SIGN SUPPLIER
SIGN BY SIGN SUPPLIER,
MOUNT TO METAL PANEL
COLUMN, PROVIDE
BLOCKING AND
POWER/DATA AS NEEDED
3'-0"11'-0"3'-2"
1'-2"+/-
R= 27'-0"
7'-8"
1'-6 5/8"
17'-2"
6'-9"
T.O. CANOPY
13'-1" -T.O. CURB
FROM T.O. CURB
8'-9" T.O. STEEL
8
A2.2
7
A2.2
E
T.O. CURB
SEE CIVIL
T.O. CONC. PIER
SEE STRUCT.
TELLER
OPEN CLOSED 24 HRATM
EQ
EQ
6'-9"
6'-4"+/-
6"
T.O. CURB
SEE CIVIL
T.O. CONC. PIER
SEE STRUCT.
1'-0"6 5/8"
1'-6 5/8"
3'-0"11'-0"3'-2"
1'-2"+/-
R= 27'-0"
17'-2"
T.O. CANOPY
13'-1" -T.O. CURB
13'-1"+/-
7
A2.2
E
STANDING SEAM METAL ROOF
OVER WATER BARRIER ON (2)
LAYERS 1/2" EXTERIOR PLYWOOD
(STAGGER JOINTS) ON CURVED
STEEL 2x4 FRAMING @ 2'-0" O.C.
SHOP PRIMED & FIELD PAINTED
INTERMEDIATE STEEL CURVED
FRAMING, SEE STRUCTURAL
2"2'-6"2"
8"
1"
PRE-FINISHED METAL PANEL
SOFFIT ON 3/4" GALV. METAL
SUB FRAMING AS REQUIRED
CONT. &
CURVED PRE-
FIN ALUM.
FASCIA OVER
WATERSHED
MEMB. ON 1/2"
PLYWOOD
SHEATHING
SHOP PRIMED & FIELD
PAINTED 4"x8" CURVED
STEEL TUBE BEAM
2"2"
4"
3/4"
2"
1/2"
8 1/4"
1/2" TYP.1/2" TYP.CONT. SEALANT
w/ BACKER ROD
3.6 3.1
2
A1.1
RS-2 -PRE-FINISHED
STANDING SEAM ROOF
PRE-FINISHED SNOW
GUARD, COLOR TO MATCH
STANDING SEAM ROOF
FLASH-4 -PRE-FINISHED
ALUMINUM FASCIA
MP-4 -PRE-FINISHED METAL
PANEL COLUMN ENCLOSURE
6" CONC. FILLED BOLLARD,
SHOP PRIMED, W/ NYLON
BOLLARD COVER, TYP. SEE
DETAIL 8/A1.2
T.O. CANOPY
13'-1" -T.O. CURB
T.O. CURB
SEE CIVIL
T.O. CONC. PIER
SEE STRUCT.
12
A2.2
9
A2.2
7
A2.2
ALUM SLAT-FENCE: 3x1
ALUM FENCING w/ 1"
SPACES BETWEEN
5"10'-10"5"
3"5'-0 1/2"3"5'-0 1/2"3"
EQ
EQ
6'-9"
5
A6.3
1
A8.3
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NOT FOR CONSTRUCTION
0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:04:14 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A2.2
DRIVE-THRU
PLAN,
ELEVATIONS,
SECTIONS,
DETAILS
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
1 1/2" = 1'-0"A2.2
7
DRIVE-THRU -COLUMN
ENCLOSURE PLAN
1 1/2" = 1'-0"A2.2
9 DRIVE-THRU CANOPY @ COLUMN ENCLOSURE
1 1/2" = 1'-0"A2.2
11 DRIVE-THRU CANOPY @ COLUMN ENCLOSURE BASE
1 1/2" = 1'-0"A2.2
10 DRIVE-THRU CANOPY @ HIGH FASCIA
1 1/2" = 1'-0"A2.2
12 DRIVE-THRU CANOPY @ LOW FASCIA
0'
NORTH
8'-0"4'-0"16'-0"1/4" = 1'-0"A2.2
1 DRIVE-THRU PLAN
1/4" = 1'-0"A2.2
2 DRIVE-THRU -NORTH ELEVATION
1/4" = 1'-0"A2.2
4 DRIVE-THRU -SOUTH ELEVATION 01
1/4" = 1'-0"A2.2
3 DRIVE-THRU -EAST ELEVATION
1/4" = 1'-0"A2.2
5 DRIVE-THRU -WEST ELEVATION
1 1/2" = 1'-0"A2.2
8 DRIVE-THRU CANOPY @ SIDE FASCIA & CENTER BEAM
NORTH
SPR ISSUE 10/06/25
1/4" = 1'-0"A2.2
6 DRIVE-THRU -SOUTH ELEVATION 02
EXTERIOR MATERIAL FINISH SCHEDULE
MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION
CSTN - 1
MP - 1
MP - 2
FLASH - 1
AFS FLASH - 1
STONE VENEER BASE
METAL PANEL
METAL PANEL
CAP FLASHING
WINDOW SILL
FLASHING
ALUMINUM
WINDOW FRAMESAFS - 1
BRICK - 1 FACE BRICK
NOTE:
THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR
ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVED SUBSTITUTIONS.
KAWNEER CLEAR ANODIZED ALUMINUM 2-1/2" x 7-1/2" CURTAIN WALL
ALUMINUM
WINDOW FRAMESAFS - 2
KAWNEER CLEAR ANODIZED ALUMINUM 2" x 4-1/2" STOREFRONT
PACCLAD KYNAR 500 CURTAIN WALL AND STOREFRONT SILLS
SOUIX CITY BRICK XXXX OXFORD GRAY VELOUR
NORTH, WEST, AND SOUTH OFFICE,
MONUMENT SIGN BASE
AMERICAN ARTSTONE SMOOTH 103-03 MAE GRADE SILLS, MONUMENT SIGN CAP STONE
ALUCOBOND FEVE BRUSHED CARBON NORTH, EAST, AND SOUTH BOXES
ALUCOBOND FEVE NATURAL BRUSHED STAINLESS VESTIBULE CANOPY AND CEILING
MP - 3
ALUCOBOND PVDF
WINGS FINANCIAL CUSTOM
COLOR - PMS 285
SOUTHEAST SIGNAGE FIN
XXXX
XXXX
RS - 2
STANDING SEAM
METAL ROOF PACCLAD KYNAR 500 WEATHERED ZINC EAST BUILDING ROOF, DRIVE-THRU ROOF
SILVERSMITH
METAL PANEL
MP - 4
ALUCOBOND PVDF ROOF FASCIA AND SOFFIT, DRIVE-THRUMETAL PANEL
SS - 1 SUN SCREEN INDUSTRIAL LOUVERS KYNAR 500 MATCH CLEAR ANODIZED CURTAIN WALL SCREEN
FLASH - 2 CAP FLASHING
ALUCOBOND PVDF BRUSHED CARBON PARAPET CAP AT MP - 1
FLASH - 3 CAP FLASHING
ALUCOBOND PVDF PARAPET CAP AT MP - 3
WINGS FINANCIAL CUSTOM
COLOR - PMS 285
FLASH - 4 CAP FLASHING
NATURAL ZINC
PACCLAD KYNAR 500 WEATHERED ZINC PARAPET CAP AT BRICK - 1, RTU SCREEN
PARAPET CAP AT MP - 2ALUCOBOND FEVE NATURAL BRUSHED STAINLESS
FIRST FLOOR LEVEL
100'-0"
FIRST FLOOR LEVEL
100'-0"
T.O. PARAPET
116'-8"
T.O. PARAPET @ MTL PNL
112'-0"
T.O. BEAM LOW
118'-7 1/2"
T.O. BEAM -HIGH
124'-9 3/8"
T.O. BEAM @ ENTRY
111'-0"T.O. S.F. WINDOW
110'-0"
B.O. S.F. WINDOW
102'-8"
56 2343.33.7 2.26.1 1
BENT METAL FLASHING
TO MATCH STANDING
SEAM METAL ROOF
SIGN - 35 SF
RS-2
MP-4
MP-3
AFS-1
CSTN-1
REVEAL
AFS-1
AFS-2
MP-1
FLASH-4
HORIZ. LOUVERED
RTU SCREEN
BRICK-1
MP-2
REVEAL
AFS-2
CSTN-1
CJ
CJ
AFS-2
MP-2
AFS FLASH-1
WALL PACK, SEE
ELECT., CENTER
OVER MTL PNL
JOINT BELOW
AFS FLASH-1
RS-2
AFS-1MP-2
FLASH-2
MP-3
MTL PNL
REVEAL
5
A5.2
FIRE DEPT. ACCESS,
VERIFY EXACT LOCATION
w/ FIRE MARSHALL
AFS FLASH-1
CSTN-1
AFS FLASH-1
SF2 SF3
CL
9'
-
2
3
/
4
"
CL
11'-0"
CL CL CL1'-0" 4'-6" 4'-6" 1'-0"
CW2 SF4
T.O. FOOTING
SEE STRUCT
T.O. SCREEN
121'-10"
B.O. SCREEN
117'-8"
T.O. FEATURE SIGN
132'-0"
FLASH-3
MP-3
CL
CSTN-1
4
A5.1
13
'
-
0
"
A
.
F
.
F
.
B.O. CURTAIN WALL
100'-8"2'
-
9
1
/
4
"
12
'
-
0
"
VE
R
I
F
Y
25
'
-
9
"
+
/
-
3
A5.2
1
A5.2
3
A5.1
8
A5.2
2
A5.1
T.O. BEAM -MID
123'-0 13/64"
7
A5.2
9
A5.2
8
A5.3
1
A8.3
T.O. PARAPET
116'-8"
C.9CB
T.O. FIN BLADE
132'-0"
A.1 D
T.O. PARAPET @ MTL PNL
112'-0"
B.7B.1 C.2A D.1A.4
T.O. BEAM LOW
118'-7 1/2"
T.O. BEAM -HIGH
124'-9 3/8"
T.O. BEAM @ ENTRY
111'-0"
A.6 C.5B.4
T.O. S.F. WINDOW
110'-0"
MP-2
MP-1
WALL PACK,
SEE ELECT.
AFS-1
MP-3
CSTN-1
BRICK-1
FLASH-4
MP-3
SS-1
MP-4
RS-2
MP-3
FLASH-3
FLASH-1
MP-1
MP-1
CSTN-1
AFS-2
CSTN-1
AFS-1
MP-1
FLASH-1
BRICK-1
FLASH-4
MP-4
AFS
FLASH-1
T.O. CANOPY
110'-0"
T.O. FOOTING
SEE STRUCT
CW3 SF6
T.O. CURTAIN WALL
122'-4 7/8"
B.O. CURTAIN WALL
100'-8"
12
A4.1
BRICK-1 SOLDIER
COURSE
EXTERIOR MATERIAL PERCENTAGES
CLASS-1
MATERIAL
CLASS MATERIAL(S) PERCENT
BRICK
SOUTH ELEVATION
15%
CLASS-1 CAST STONE 7%
CLASS-1
MATERIAL
CLASS MATERIAL(S)
NORTH ELEVATION
CLASS-1
MATERIAL
CLASS MATERIAL(S)
CLASS-1
CLASS-1
MATERIAL
CLASS MATERIAL(S)
METAL PANEL 25%
CLASS-1 ALUMINUM WINDOWS 53%
BRICK
CAST STONE
METAL PANEL
CLASS-1 ALUMINUM WINDOWS
BRICK
CLASS-1 CAST STONE
METAL PANEL
CLASS-1 ALUMINUM WINDOWS
BRICK
CLASS-1 CAST STONE
METAL PANEL
CLASS-1 ALUMINUM WINDOWS
EAST ELEVATION
WEST ELEVATION
SQUARE
FOOTAGE
251 SF
118 SF
418 SF
891 SF
PERCENT
83%
2%
5%
10%
SQUARE
FOOTAGE
657 SF
17 SF
37 SF
83 SF
PERCENT
30%
2%
20.5%
47.5%
SQUARE
FOOTAGE
501 SF
32 SF
345 SF
800 SF
PERCENT
2%
4%
14%
80%
SQUARE
FOOTAGE
18 SF
40 SF
154 SF
857 SF
1,260 SF / 1,678 SF
915 SF / 1,069 SF1,333 SF / 1,678 SF
TOTAL
CLASS-1 75% 757 SF / 794 SF
TOTAL
CLASS-1 95%
TOTAL
CLASS-1 79.5%TOTAL
CLASS-1 86%
GLASS LEGEND
CLEAR GLASS
GRAY TINTED GLASS
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:04:31 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A3.1
EXTERIOR
ELEVATIONS,
EXTERIOR
MATERIAL FINISH
SCHEDULE
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
1/4" = 1'-0"A3.1
1 SOUTH BUILDING ELEVATION
NOTE:
G.C. TO PROVIDE 2" DIA. HEAVY DUTY WELL
ANCHORED STAINLESS STEEL EYE HOOKS,
CONFIRM SIZE AND INSTALLATION LOCATION
PER OWNER'S DIRECTION
1/4" = 1'-0"A3.1
3 WEST BUILDING ELEVATION
OXFORD GREY VELOUR
BRICK-1
BRUSHED CARBON
MP-1, FLASH-1
WEATHERED ZINC
FLASH-4
RS-2
CLEAR ANODIZED ALUMINUM
AFS-1
AFS-2
SILVERSMITH
AFS FLASH-1
WINGS CUSTOM COLOR-PMS 285
MP-3, FLASH-3
ARCHITECTURAL PRECAST
CSTN-1
SPR ISSUE 10/06/25
FIRST FLOOR LEVEL
100'-0"
T.O. PARAPET
116'-8"
T.O. FIN BLADE
132'-0"
T.O. PARAPET @ MTL PNL
112'-0"
T.O. BEAM LOW
118'-7 1/2"
T.O. BEAM -HIGH
124'-9 3/8"
VE
R
I
F
Y
25
'
-
9
"
+
/
-
5 62343.3 3.72.2 6.11
5
A5.2
CJ CJ CSTN-1
AFS-1
AFS-2
MP-14'-0"
AFS FLASH-1 AFS FLASH-1
AFS FLASH-1
BENT METAL FLASHING
TO MATCH STANDING
SEAM METAL ROOF
FLASH-3
MP-3
SIGN - 24 SF
RS-2
MP-4
MP-3
FLASH-1
12
'
-
0
"
0"0"
2
'
-
9
1
/
4
"
7
'
-
2
3
/
4
"
2
'
-
0
"
MP-1
AFS-1
CSTN-1
11'-0"
1'-0"4'-6"4'-6"1'-0"
MP-1FLASH-1
REVEAL
REVEAL
FLASH-4
HORIZ. LOUVERED
RTU SCREEN
BRICK-1
SIGN - 35 SF,
COORDINATE
MOUNTING w/
SIGN SUPPLIER
& STRUCT.
VERIFY w/ SIGN VENDOR
6'-5" +/-
CL
4'-0"
T.O. SCREEN
121'-10"
T.O. S.F. WINDOW
110'-0"
CL CL CL
T.O. FOOTING
SEE STRUCT
4
A5.1
CL
CL
CW1SF7
12
'
-
0
"
T.O. REVEAL
T.O. CURTAIN WALL
122'-4 7/8"
B.O. CURTAIN WALL
100'-8"
13
'
-
4
"
+
/
-
A
.
F
.
F
.
B.O. SCREEN
117'-8"
3
A5.1
8
A5.2
2
A5.1
T.O. BEAM -MID
123'-0 13/64"
9
A5.2
8
A5.3
BRICK-1 DOUBLE
SOLDIER COURSE
BRICK-1 SOLDIER COURSE
1
A8.3
EXTERIOR MATERIAL FINISH SCHEDULE
MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION
CSTN - 1
MP - 1
MP - 2
FLASH - 1
AFS FLASH - 1
STONE VENEER BASE
METAL PANEL
METAL PANEL
CAP FLASHING
WINDOW SILL
FLASHING
ALUMINUM
WINDOW FRAMESAFS - 1
BRICK - 1 FACE BRICK
NOTE:
THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR
ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVED SUBSTITUTIONS.
KAWNEER CLEAR ANODIZED ALUMINUM 2-1/2" x 7-1/2" CURTAIN WALL
ALUMINUM
WINDOW FRAMESAFS - 2
KAWNEER CLEAR ANODIZED ALUMINUM 2" x 4-1/2" STOREFRONT
PACCLAD KYNAR 500 CURTAIN WALL AND STOREFRONT SILLS
SOUIX CITY BRICK XXXX OXFORD GRAY VELOUR
NORTH, WEST, AND SOUTH OFFICE,
MONUMENT SIGN BASE
AMERICAN ARTSTONE SMOOTH 103-03 MAE GRADE SILLS, MONUMENT SIGN CAP STONE
ALUCOBOND FEVE BRUSHED CARBON NORTH, EAST, AND SOUTH BOXES
ALUCOBOND FEVE NATURAL BRUSHED STAINLESS VESTIBULE CANOPY AND CEILING
MP - 3
ALUCOBOND PVDF
WINGS FINANCIAL CUSTOM
COLOR - PMS 285
SOUTHEAST SIGNAGE FIN
XXXX
XXXX
RS - 2
STANDING SEAM
METAL ROOF PACCLAD KYNAR 500 WEATHERED ZINC EAST BUILDING ROOF, DRIVE-THRU ROOF
SILVERSMITH
METAL PANEL
MP - 4
ALUCOBOND PVDF ROOF FASCIA AND SOFFIT, DRIVE-THRUMETAL PANEL
SS - 1 SUN SCREEN INDUSTRIAL LOUVERS KYNAR 500 MATCH CLEAR ANODIZED CURTAIN WALL SCREEN
FLASH - 2 CAP FLASHING
ALUCOBOND PVDF BRUSHED CARBON PARAPET CAP AT MP - 1
FLASH - 3 CAP FLASHING
ALUCOBOND PVDF PARAPET CAP AT MP - 3
WINGS FINANCIAL CUSTOM
COLOR - PMS 285
FLASH - 4 CAP FLASHING
NATURAL ZINC
PACCLAD KYNAR 500 WEATHERED ZINC PARAPET CAP AT BRICK - 1, RTU SCREEN
PARAPET CAP AT MP - 2ALUCOBOND FEVE NATURAL BRUSHED STAINLESS
FIRST FLOOR LEVEL
100'-0"
T.O. PARAPET
116'-8"
C.9 C B
T.O. FIN BLADE
132'-0"
A.1DB.7 B.1C.2 AD.1 A.4
T.O. BEAM LOW
118'-7 1/2"
A.6C.5 B.4
T.O. S.F. WINDOW
110'-0"
B.O. S.F. WINDOW
102'-8"
1
A5.1
7
A5.3
4
A5.3
3
A5.3
FLASH-3
MP-3
MP-4
MP-2
MP-2
AFS FLASH-1
FIRE DEPARTMENT
CONNECTION,
VERIFY LOCATION
w/ FIRE MARSHAL
CJ
CJ CJ
MP-4
FLASH-4
BRICK-1
AFS-2
BRICK-1
WALL PACK,
SEE ELECT.
WALL PACK,
SEE ELECT.
RS-2
HORIZ.
LOUVERED
RTU SCREEN
GRADE,
SEE CIVIL
8'-4"SIGN - 35 SF,
COORDINATE
MOUNTING w/
SIGN SUPPLIER
& STRUCT.
13
'
-
4
"
+
/
-
A
.
F
.
F
.
REVEAL
GAS MANIFOLD,
SEE MECH.
CT CABINET w/
METER, VERIFY
LOCATION w/
UTILITY
CL
CL
CL
T.O. FOOTING
SEE STRUCT
T.O. BEAM (HIGH)
124'-9 3/8"
OVERFLOW SCUPPER
CSTN-1
CL
SF1H3
BRICK-1 DOUBLE
SOLDIER COURSE
BRICK-1 SOLDIER
COURSE
VERIFY W/ SIGN VENDOR
6'-5" +/-
EXTERIOR MATERIAL PERCENTAGES
CLASS-1
MATERIAL
CLASS MATERIAL(S) PERCENT
BRICK
SOUTH ELEVATION
15%
CLASS-1 CAST STONE 7%
CLASS-1
MATERIAL
CLASS MATERIAL(S)
NORTH ELEVATION
CLASS-1
MATERIAL
CLASS MATERIAL(S)
CLASS-1
CLASS-1
MATERIAL
CLASS MATERIAL(S)
METAL PANEL 25%
CLASS-1 ALUMINUM WINDOWS 53%
BRICK
CAST STONE
METAL PANEL
CLASS-1 ALUMINUM WINDOWS
BRICK
CLASS-1 CAST STONE
METAL PANEL
CLASS-1 ALUMINUM WINDOWS
BRICK
CLASS-1 CAST STONE
METAL PANEL
CLASS-1 ALUMINUM WINDOWS
EAST ELEVATION
WEST ELEVATION
SQUARE
FOOTAGE
251 SF
118 SF
418 SF
891 SF
PERCENT
83%
2%
5%
10%
SQUARE
FOOTAGE
657 SF
17 SF
37 SF
83 SF
PERCENT
30%
2%
20.5%
47.5%
SQUARE
FOOTAGE
501 SF
32 SF
345 SF
800 SF
PERCENT
2%
4%
14%
80%
SQUARE
FOOTAGE
18 SF
40 SF
154 SF
857 SF
1,260 SF / 1,678 SF
915 SF / 1,069 SF1,333 SF / 1,678 SF
TOTAL
CLASS-1 75% 757 SF / 794 SF
TOTAL
CLASS-1 95%
TOTAL
CLASS-1 79.5%TOTAL
CLASS-1 86%
GLASS LEGEND
CLEAR GLASS
GRAY TINTED GLASS
D E S I G N
G R O U P
ISSUES & REVISIONS
COMMISSION NO:
DRAWN BY:
CHECKED BY:
SHEET
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the State of
767 N. EUSTIS STREET, SUITE 190
ST. PAUL, MINNESOTA 55114
651.642.9200
WWW.POPEDESIGN.COM
POPE DESIGN GROUP
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
0"1/2"1"
TRUE SHEET SCALE
DATE
11/17/2025 10:04:48 AM
Autodesk Docs://83537-25122 Wings - Eden Prairie New Branch/83537-25122_Wings-Eden Prairie_R25.rvt
A3.2
EXTERIOR
ELEVATIONS,
EXTERIOR
MATERIAL FINISH
SCHEDULE
GV
DO
83537-25122
Minnesota
Lic No: 51570Date: 10/06/25
Gonzalo Villares
WINGS FINANCIAL
CREDIT UNION
EDEN PRAIRIE -
NEW BRANCH
DEN RD EDEN
PRAIRIE, MN
1/4" = 1'-0"A3.2
1 NORTH BUILDING ELEVATION
OXFORD GREY VELOUR
BRICK-1
BRUSHED CARBON
MP-1, FLASH-1
WEATHERED ZINC
FLASH-4
RS-2
CLEAR ANODIZED ALUMINUM
AFS-1
AFS-2
SILVERSMITH
AFS FLASH-1
WINGS CUSTOM COLOR-PMS 285
MP-3, FLASH-3
ARCHITECTURAL PRECAST
CSTN-1
NOTE:
G.C. TO PROVIDE 2" DIA. HEAVY DUTY WELL
ANCHORED STAINLESS STEEL EYE HOOKS,
CONFIRM SIZE AND INSTALLATION LOCATION
PER OWNER'S DIRECTION
1/4" = 1'-0"A3.2
3 EAST BUILDING ELEVATION
SPR ISSUE 10/06/25
T
PROPOSED BLDG
FFE = 891.45
C: 891.45
C: 891.45
C: 891.40
C: 891.40
C: 891.40
C: 891.40
C: 891.45
C: 891.45
C: 891.21
C: 893.64
C: 891.25C: 891.25C: 891.45C: 891.45
88
9
89189289
3
894
89
3
894
89
3
89
0
88
9
8
9
3
89
4
89
4
893
8
9
2
8
9
2
8
9
3
895
(892.55)
(892.48)
-
1
.
8
%
-1.1%
-1.6%
-1.0%
-2
.
1
%
-1
.
2
%
-
1
.
6
%
-1
.
5
%
-1
.
9
%
-1
.
2
%
-2.8%
-2.
4
%
-1
.
7
%
-1.
7
%
-1.2%
-1
.
1
%
-1.3%
-1
.
6
%
-1
.
6
%
-1
.
6
%
-2
.
1
%
890.98890.98
C: 891.25
C: 891.25
C: 891.26
C: 891.26
C: 891.25C: 891.25
C: 891.27 C: 891.26
-1.
7
%
-2
.
1
%
-3.6%-3.7%
-1.7%
-1.3%
-2
.
5
%
-3.1%
-3.4%
-2.8%
-4.6%
-3.6%
-4.1%
ST 104
ST 105
ST 102
C: 892.06
C: 891.75
-3.7
%-3.8
%
-1
.
8
%
-1
.
8
%
-1.8%
-1.8%
-1.8%
-1.8%
-1
1
.
7
%
-2.0%
-1
.
8
%
-0
.
3
%
-1
.
5
%
-0.
4
%
-0.
4
%
-1.3
%
-0
.
8
%
-1.7%-2.3%
-2.4%
-2.
2
%
-0.
8
%
-1.9%
ST 106
-5.5%
-1.2%
-1
4
.
2
%
-5.7%
-2
6
.
0
%
-1
3
.
6
%
-1.0%-1.0%
-1
8
.
2
%
891.45
C: 892.21
C: 891.73
C: 891.55
C: 891.25
TC: 892.88
FL: 892.38 TC: 891.75
FL: 891.25
TC: 891.11
FL: 890.61
C: 890.52
TC: 891.31
FL: 890.81
TC: 891.28
FL: 890.78
TC: 891.13
FL: 890.63
TC: 890.57
FL: 890.07
TC: 891.12
FL: 890.62
TC: 891.26
FL: 890.76
TC: 891.26
FL: 890.76
TC: 891.53
FL: 891.03
TC: 891.64
FL: 891.14
TC: 891.98
FL: 891.48
TC: 892.04
FL: 891.54
TC: 892.04
FL: 891.54
TC: 892.09
FL: 891.59
TC: 892.13
FL: 891.63
TC: 890.15
FL: 889.65
TC: 890.27
FL: 889.77
TC: 890.30
FL: 889.80
TC: 890.25
FL: 889.75
TC: 889.92
FL: 889.42
TC: 889.90
FL: 889.40
TC: 890.02
FL: 889.52
TC: 890.05
FL: 889.55
TC: 890.12
FL: 889.62
TC: 890.11
FL: 889.61
TC: 889.93
FL: 889.43
TC: 889.94
FL: 889.44
TC: 890.09
FL: 889.59
TC: 890.03
FL: 889.53
TC: 890.02
FL: 889.52
TC: 890.52
FL: 890.02
TC: 890.48
FL: 889.98 TC: 890.45
FL: 889.95
TC: 890.63
FL: 890.13
TC: 890.67
FL: 890.17
TC: 890.71
FL: 890.21TC: 891.17
FL: 890.67
TC: 891.28
FL: 890.78TC: 891.41
FL: 890.91
TC: 891.47
FL: 890.97
TC: 891.34
FL: 890.84
TC: 891.00
FL: 890.50
TC: 890.67
FL: 890.17
ST 103
-1.
0
%
-1
.
0
%
89
0
89
1
89
2
8
9
0
8
9
1
890
893
C: 891.35 TC: 891.23
FL: 890.73C: 891.45
C: 890.54
TC: 891.04
FL: 890.54
TC: 891.09
FL: 890.59
C: 890.56
C: 890.52
CURB CUT/EOFC: 890.53C: 890.53
-4.6%
-24.2%
C: 891.00
C: 891.01 RIBBON CURB
RIM: 889.97
RIM: 889.76
RIM: 890.08
RIM: 889.90
RIM: 890.14
RIM: 889.49
ST 101
RESTORE CURB, SIDEWALK,
PAVEMENT AND VEGETATION IN
KIND AFTER SANITARY INSTALLATION
REMOVE EXISTING
CURB AND EXTEND
ISLAND
-2.
7
%
-
2
.
1
%
TC: 891.32
FL: 890.82
TC: 891.19
FL: 890.69
TC: 890.80
FL: 890.30
TC: 890.73
FL: 890.23
8
9
1
89
0
TC: 890.98
FL: 890.48TC: 891.04
FL: 890.54
C: 891.07C: 891.07
C: 890.59C: 890.59
-1
.
8
%
-8
.
0
%
SS
SANITARY MH
RIM 895.15
Inv=885.35 S 8" PVC
Inv=885.34 E 8" PVC
Inv=885.24 N 8" PVC
SS
SANITARY MH
RIM 893.94
Inv=884.59 S 8" PVC
Inv=885.00 SW 8" PVC
Inv=884.42 N 8" PVC
CATCH BASIN
RIM 891.43
Inv=887.40 E 12" RCP
Inv=887.40 S 15" RCP
Inv=887.61 W 12" RCP
Inv=887.79 E 4" PVC
Inv=887.75 S 4" PVC
Inv=887.98 W 4" PVC
SS
SANITARY MH
RIM 892.26
Inv=882.27 S 8" PVC
Inv=882.28 W 8" PVC
Inv=882.20 N 8" PVC
17" PINE
14" CRAB
14" CRAB
17" SPRUCE
15" MAPLE
24" MAPLE
11" CRAB
9" CRAB
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
70
10 FOOT WIDE DRAINAGE & UTILITY
EASEMENT PER TITUS ADDITION
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
FOUND IRON
MAG-NAIL HOLE
FOUND IRON
1/2" OPEN
W
W
W
W
W
W
W
W
W W W W W W W W W W
APPROXIMATE
LOCATION
CATCH BASIN
RIM 887.84
Inv=883.24 N 12" RCP
Inv=882.92 S 18" RCP
CATCH BASIN
RIM 887.69
Inv=882.04 N 18" RCP
CATCH BASIN
RIM 888.62
Inv=884.29 S 12" RCP
B2
B3
B1
B4
B5
>>
>>
>>
>>
>>
>>
>>
>>
>
CATCH BASIN
RIM 891.50
Inv=887.72 W 12" RCP
Inv=888.00 W 4" PVC
SS
SS
SS
FeetScale
0
N
402020 PRELIMINARY
NOT FOR CONSTRUCTION
H:
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A
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-11
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1
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1
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i
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a
n
)
By
Da
t
e
Re
v
i
s
i
o
n
No
.
C3.0
AMZ
GRJ
11-17-2025
WI
N
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S
F
I
N
A
N
C
I
A
L
C
R
E
D
I
T
U
N
I
O
N
80
1
5
D
E
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D
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E
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A
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A
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A
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Project No.
Drawn By
Date
Checked By
14314-0002
SHEET
As Shown
Scale
HEI NO. 14314-0002
HOUSTON
STORM INLET
FIRE HYDRANT
GATE VALVE
DECIDUOUS TREE
STANDARD CURB & GUTTER
BUILDING WALLS
LEGEND EXISTING NEW
GAS METER
TRANSFORMER
STORM MANHOLE
SANITARY MANHOLE
T
GM
SS
ST
MOUNTABLE CURB & GUTTER
CURB & INVERTED GUTTER (TIP IN)
>>
>
WWATER MAIN
SANITARY SEWER MAIN
STORM SEWER MAIN
SIDEWALK
MATCHLINE
BUILDING OVERHEAD
SIGN
CONIFEROUS TREE
BOLLARD
SPOT ELEVATION B612 CURB
89
7
.
1
6
G
TC: 898.55
FL: 898.05
SPOT ELEVATION CONCRETE C: 898.55
SPOT ELEVATION 898.55
SPOT ELEVATION MATCH EXISTING (898.55)
1.THE CONTRACTOR MUST CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, IN
ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. IMMEDIATE WRITTEN NOTIFICATION TO THE ENGINEER IS
REQUIRED IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.
2.IMPORTED SUITABLE FILL MATERIAL NEEDED MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE BRINGING IT ON THE
SITE.
3.THE CONTRACTOR MUST COORDINATE REQUIRED SOIL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. COMPACTION
TESTING SHALL FOLLOW THE FREQUENCY OUTLINED IN THE GEOTECHNICAL REPORT OR MNDOT SCHEDULE OR MATERIALS
CONTROL. WHERE NO FREQUENCY IS PROVIDED, CONSULT THE ENGINEER FOR MINIMUM REQUIREMENTS.
4.THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATING AND DISPOSING OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED
ONSITE IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
5.EXISTING TOPSOIL ON-SITE VARIES IN DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SURFACE VEGETATION, TOPSOIL,
AND OTHER UNSUITABLE MATERIAL FROM IMPERVIOUS AREAS AND OTHER DESIGNATED AREAS BEFORE PLACING SUITABLE FILL
MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
6.EXCAVATE, COMPACT EMBANKMENT/SUITABLE FILL, AND BACKFILL IN ACCORDANCE WITH MN/DOT SPEC 2106 SPECIFIED DENSITY
METHOD. THE CONTRACTOR MUST MEET MOISTURE CONTENT/CONTROL REQUIREMENTS IN ACCORDANCE WITH MN/DOT 2106
AND SITE TESTING REQUIREMENTS.
7.ONSITE EMBANKMENT MATERIAL FREE OF ORGANIC SOIL AND DEBRIS MAY BE CONSIDERED FOR REUSE AS SUITABLE FILL MATERIAL
IN PERVIOUS AREAS BUT MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
8.THE CONTRACTOR SHOULD PROMPTLY BACKFILL SUBGRADE AND TRENCH EXCAVATIONS AFTER EXCAVATION.
9.THE CONTRACTOR IS RESPONSIBLE FOR QUANTIFYING SOIL IMPORT OR EXPORT AND CONDUCTING THEIR OWN QUANTITY TAKEOFFS
FROM THE DRAWINGS. ADDITIONAL ON-SITE EXCAVATION OR OFF-SITE IMPORT MAY BE NECESSARY TO ACHIEVE FINAL GRADES,
AND THE CONTRACTOR MUST COORDINATE THESE ACTIONS WITH THE OWNER AND ENGINEER. THE SUITABILITY OF OFFSITE IMPORT
MATERIAL MUST BE VERIFIED BY THE GEOTECHNICAL ENGINEER. ANY EXCESS MATERIAL, UNLESS NOTED OTHERWISE, BELONGS TO
THE CONTRACTOR AND SHOULD BE MOVED AND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS.
10.GRADING DISCREPANCIES IN EXISTING OR PROPOSED GRADES MUST BE REPORTED IN WRITING TO THE ENGINEER BEFORE PLACING
PAVEMENT. THE CONTRACTOR SHOULD OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING BEFORE PLACEMENT TO ENSURE
ADEQUATE DRAINAGE.
11.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON SITE SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
CONNECTION POINTS BEFORE INSTALLATION OF IMPROVEMENTS AND MUST NOTIFY THE ENGINEER IN WRITING OF ANY FIELD
DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FOR REWORK OF ANY DISCREPANCIES THAT ARE NOT COMMUNICATED TO THE
ENGINEER IN WRITING AT NO ADDITIONAL COST TO THE OWNER.
12.THE PROPOSED CONTOURS PERTAIN TO THE FINISHED SURFACE GRADE, UNLESS OTHERWISE INDICATED.
13.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DEWATERING MEASURES AS REQUIRED OR AS DIRECTED BY THE GEOTECHNICAL
ENGINEER AT NO ADDITIONAL COST TO THE OWNER.
14.COMPACTION TESTING SHALL FOLLOW THE FREQUENCY OUTLINED IN THE GEOTECHNICAL REPORT OR MNDOT SCHEDULE OF
MATERIALS CONTROL. WHERE NO FREQUENCY IS PROVIDED, CONSULT THE ENGINEER FOR MINIMUM REQUIREMENTS.
GENERAL NOTES:
CONCRETE DRIVE-THRU LANE
SOIL BORING
CALL BEFORE YOU DIG !
MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY
THE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORE
THAN FOURTEEN (14) CALENDAR
DAYS PRIOR TO EXCAVATION
GOPHER STATE
ONE CALL
www.gopherstateonecall.org
1-800-252-1166
Minnesota
T
17" PINE
14" CRAB
14" CRAB
17" SPRUCE
15" MAPLE
24" MAPLE
11" CRAB
9" CRAB
10 FOOT WIDE DRAINAGE & UTILITY
EASEMENT PER TITUS ADDITION
W W W W W W W W W W
>>
>>
>>
>>
>>
>>
>>
>>
EXISTING GUTTER CARRIES FLOW TO
EAST. LEAVE OPENING PER INSET
DETAIL ON THIS SHEET.
EXISTING GUTTER CARRIES FLOW TO
EAST. LEAVE OPENING PER INSET
DETAIL ON THIS SHEET.
REMOVE EXISTING CURB AND TIE
ISLAND INTO CURBLINE. GRADE TO
DRAIN TO THE EAST.
INSTALL NEW CURB
ISLAND (130 SQUARE
FEET GREEN SPACE)
INSTALL NEW CURB
ISLAND (116 SQUARE
FEET GREEN SPACE)
INSTALL NEW CURB
ISLAND (105 SQUARE
FEET GREEN SPACE)
PEDESTRIAN RAMP
7.
4
7
'
B.
F
T
O
B
.
F
8.9'
B.F TO B.F
7.52'
B.F TO B.F
7.3'
B.F TO B.F
INSTALL NEW CURB
ISLAND (148 SQUARE
FEET GREEN SPACE)
FeetScale
0
N
402020 PRELIMINARY
NOT FOR CONSTRUCTION
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i
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a
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)
By
Da
t
e
Re
v
i
s
i
o
n
No
.
C3.1
AMZ
GRJ
11-17-2025
WI
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I
A
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80
1
5
D
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Project No.
Drawn By
Date
Checked By
14314-0002
SHEET
As Shown
Scale
HEI NO. 14314-0002
HOUSTON
PITCH CURB TO
DRAIN AROUND
FLOW
EXISTING FLOW
LEAVE EXISTING GUTTER PAN
IN LPLACE TO ALLOW
THROUGH DRAINAGE
REMOVE AND REPLACE BITUMINOUS
TO PROMOTE DRAINAGEVA
R
I
E
S
CURB ISLAND DETAIL
NOT TO SCALE
RESTORE NEW ISLANDS WITH COBBLESTONE TO MATCH EXISTING ISLANDS PER SHEET L1.0.
PROVIDE PAINTED, 5 FOOT WIDE (CLEAR) BETWEEN STRIPES CONNECTING WINGS SIDEWALK TO CUB
FOODS AS SHOWN. MAINTAIN 2% MAXIMUM CROSS SLOPE PER ADA.
1
2
EXISTING CUB FOODS BUILDING
EX
I
S
T
I
N
G
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
1
KEYNOTES:
PROPOSED WINGS BUILDING
4" WIDE PAINTED
WHITE LINES
5' WIDE PAINTED
PEDESTRIAN WALKWAY
2
T
SS
SANITARY MH
RIM 895.15
Inv=885.35 S 8" PVC
Inv=885.34 E 8" PVC
Inv=885.24 N 8" PVC
SS
SANITARY MH
RIM 893.94
Inv=884.59 S 8" PVC
Inv=885.00 SW 8" PVC
Inv=884.42 N 8" PVC
CATCH BASIN
RIM 891.43
Inv=887.40 E 12" RCP
Inv=887.40 S 15" RCP
Inv=887.61 W 12" RCP
Inv=887.79 E 4" PVC
Inv=887.75 S 4" PVC
Inv=887.98 W 4" PVC
SS
SANITARY MH
RIM 892.26
Inv=882.27 S 8" PVC
Inv=882.28 W 8" PVC
Inv=882.20 N 8" PVC
17" PINE
14" CRAB
14" CRAB
17" SPRUCE
15" MAPLE
24" MAPLE
11" CRAB
9" CRAB
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
70
10 FOOT WIDE DRAINAGE & UTILITY
EASEMENT PER TITUS ADDITION
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
FOUND IRON
MAG-NAIL HOLE
FOUND IRON
1/2" OPEN
W
W
W
W
W
W
W
W
W W W W W W W W W W
APPROXIMATE
LOCATION
CATCH BASIN
RIM 887.84
Inv=883.24 N 12" RCP
Inv=882.92 S 18" RCP
CATCH BASIN
RIM 887.69
Inv=882.04 N 18" RCP
CATCH BASIN
RIM 888.62
Inv=884.29 S 12" RCP
B2
B3
B1
B4
B5
>>
>>
>>
>>
>>
>>
>>
>>
>
CATCH BASIN
RIM 891.50
Inv=887.72 W 12" RCP
Inv=888.00 W 4" PVC
SS
SS
SS
>>
>>
>>
ACC ACC
REF.
U.C
.
REF
.
BREAKROOM111
TOILET118 TOILET117UBA108UBA107UBA106
MANAGER105
CONF.104
WAITING101
WAITING102
VESTIBULE100
LOBBY103
CASH /WORK115
HALLWAY112
IT114
WFA110
MECH.113
HALLWAY116
SAFE
DEPOSIT119
UBA WORKAREA103A
SAFE
SAF
E
CL
COIN
CL
FD
FD
CL
CW2
SF4
CW2
SF2 SF3
CW3
SF6
CW3
AG1
AG1
CW1
SF7
CW1
SF1
SF5 AG3
AG2 CL CL
NIGHTDEPOSIT
119 118 117
112
114
115
113
104
100
B
100
A
105
>>
SS
CO >>>>
W
>>
>>>>>>
88
9
89189289
3
894
89
3
894
89
3
89
0
88
9
8
9
3
89
4
89
4
893
8
9
2
8
9
2
8
9
3
895
ST 104
27" CBMH
RIM 889.90
INV E 885.50
ST 105
48" CBMH
WITH 3' SUMP
RIM 889.49
SUMP = 882.00
INV W 885.00
ST 102
48" CBMH
WITH 3' SUMP
RIM 889.76
SUMP = 882.00
INV N 885.00
INV S 885.00
INV W 886.40
ST 106
2'x3' CB
RIM 890.14
INV E 886.50
CURB CUT/EOF
ELEV: 890.52'
ST 103
48" CBMH
RIM 890.08
INV S 885.26
INV W 885.2652
'
-
1
5
"
H
D
P
E
@
0
.
5
0
%
49' - 15" HDPE @ 0.50%
30' - 24" HDPE @ 0.00%
33' - 12" HDPE @ 4.55%
PROPOSED BLDG
FFE = 891.45
35' -
1
2
"
P
V
C
@
1
.
0
1
%
78' - 12" HDPE @ 0.50%
ST 101
48" OUTLET
CONTROL STRUCTURE
12" ORIFICE INV 885.00
WEIR INV 887.00
RIM 889.97
INV E 883.63
INV W 883.24
EX 8" WATER MAIN
ROOF DRAIN
INV 886.75
UNDERGROUND
STORM CHAMBERS
HWL = 886.40'
(SEE DETAIL SHEETS
C6.2 & C6.3)
>>
>
>>>
>>>>>>
>>
>
>>
>
>>>>>>
>>>
FeetScale
0
N
402020 PRELIMINARY
NOT FOR CONSTRUCTION
H:
\
J
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1
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1
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1
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P
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a
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.
d
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0
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T
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2
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2
5
3
:
2
0
P
M
-(
az
i
g
a
n
)
By
Da
t
e
Re
v
i
s
i
o
n
No
.
C5.0
AMZ
GRJ
11-17-2025
WI
N
G
S
F
I
N
A
N
C
I
A
L
C
R
E
D
I
T
U
N
I
O
N
80
1
5
D
E
N
R
O
A
D
ED
E
N
P
R
A
I
R
I
E
,
M
N
PA
V
E
M
E
N
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
Project No.
Drawn By
Date
Checked By
14314-0002
SHEET
As Shown
Scale
HEI NO. 14314-0002
HOUSTON
STORM INLET
FIRE HYDRANT
GATE VALVE
DECIDUOUS TREE
CURB & GUTTER
BUILDING WALLS
LEGEND EXISTING NEW
GAS METER
TRANSFORMER
STORM MANHOLE
SANITARY MANHOLE SS
ST
>>
>
W
>>
>
WWATER MAIN
SANITARY SEWER MAIN
STORM SEWER MAIN
SIDEWALK
MATCHLINE
BUILDING OVERHEAD
SIGN
CONIFEROUS TREE
BOLLARD
1.ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND PER THE
GEOTECHNICAL REPORT UNLESS DIRECTED OTHERWISE.
2.ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF MNDOT SPECIFICATIONS, UNLESS DIRECTED
OTHERWISE.
3.THE CONTRACTOR IS REQUIRED TO ADHERE TO THE SPECIFICATIONS AND REGULATIONS SET FORTH BY THE
CITY/UTILITY PROVIDER, CEAM, AND MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) CONCERNING
THE MATERIALS, INSTALLATION, AND TESTING OF WATER AND SANITARY UTILITIES. VERIFY RECEIPT OF ALL REQUIRED
PERMITS PRIOR TO CONSTRUCTION.
4.EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PREPARED BY HOUSTON ENGINEERING. BE ADVISED THAT THE
LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE
INFORMATION IS NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE
APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE, AND DEPTH
OF ALL UNDERGROUND UTILITIES.
5.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE WATER TIGHT. APPROVED RESILIENT RUBBER
JOINTS MUST BE USED MEETING ASTM F2510 TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES AND CATCH
BASINS. DO NOT GROUT OVER FLEXIBLE CONNECTIONS TO MANHOLES.
6.RCP STORM SEWER TO MEET ASTM C76 OR APPROVED EQUAL. RCP STORM TO BE CL III REINFORCED UNLESS NOTED
OTHERWISE.
7.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE
MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714, SECTION 1109.0.
UTILITY NOTES:
STRUCTURE SCHEDULE
STRUCTURE #STRUCTURE TYPE CASTING NOTES
ST 101 48" OUTLET CONTROL STRUCTURE NEENAH R-2501 PRECAST INSERT WEIR STRUCTURE WITH 12" ORIFICE
ST 102 48" CBMH WITH 3' SUMP NEENAH R-3067-V
ST 103 48" CBMH NEENAH R-3067-V
ST 104 27" CBMH NEENAH R-4342
ST 105 48" CBMH WITH 3' SUMP NEENAH R-3067-VB
ST 106 2' x 3' CB NEENAH R-3067-VB
T
GM
CONCRETE DRIVE-THRU LANE
INSTALL 4" PERF
DRAIN TILE IN 12 x 18
WASHED STONE BED
IN SWALE
RIBBON CURB, SEE
GRADING PLANS
BITUMINOUS
PAVEMENT (TYP)
B612 C&G
(TYP)
>>>4" PERF DRAIN TILE W/SOCK
SIDEWALK NEAR FROST STOOP
(DETAIL C6.0)
INSTALL 4" PERF
DRAIN TILE IN SELECT
GRANULAR AND
CONNECT TO STORM
PER DETAIL ON C6.0
SOIL BORING
CALL BEFORE YOU DIG !
MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY
THE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORE
THAN FOURTEEN (14) CALENDAR
DAYS PRIOR TO EXCAVATION
GOPHER STATE
ONE CALL
www.gopherstateonecall.org
1-800-252-1166
Minnesota
T
17" PINE
14" CRAB
14" CRAB
17" SPRUCE
15" MAPLE
24" MAPLE
11" CRAB
9" CRAB
CO
N
C
R
E
T
E
W
A
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CO
N
C
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T
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A
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O
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10 FOOT WIDE DRAINAGE & UTILITY
EASEMENT PER TITUS ADDITION
W W W W W W W W W W
>>
>>
>>
>>
>>
>>
>>
>>
RESTORE ALL DISTURBED
GREENSPACE WITH SOD
18" MAINTENANCE STRIP
COBBLESTONE WITHIN ISLAND TO
MATCH EXISTING ISLANDS (TYP.)
>>
>>
>>
>>
>>
>>>>>>
14
KF
2
NH
2
CH
14
KF28
FS
10
LS3
IC
6
IH
18
PD
2
TL
2
SO
1
SO
1
SO
1
SO
1
SO
1
SO
RESTORE WITH SOD
EXISTING LAWN
FeetScale
0
N
402020 PRELIMINARY
NOT FOR CONSTRUCTION
H:
\
J
B
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Project No.
Drawn By
Date
Checked By
14314-0002
SHEET
As Shown
Scale
HEI NO. 14314-0002
HOUSTON
PLANT SCHEDULE
PLANTING NOTES
PERMITS:
THE LANDSCAPE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS, LICENSES, ETC. AND SHALL GIVE ALL
NOTICES AND COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, CODES, RULES AND REGULATIONS DURING
THE COURSE OF THE INSTALLATION OF THIS PROJECT.
PREPARATION AND PLANTING:
ALL MAINTENANCE STRIPS TO RECEIVE 1-12" RIVER ROCK MULCH AND POLY EDGING. MULCH TO BE INSTALLED
TO 3" DEPTH OVER 5 OZ. WOVEN WEED BARRIER FABRIC.
ALL PLANTING BEDS NEXT TO BUILDING TO RECEIVE SHREDDED HARDWOOD MULCH AND POLY EDGING.
MULCH TO BE INSTALLED TO A 3" DEPTH.
RIVER ROCK COBBLESTONE TO BE UTILIZED AS STONE MULCH IN PARKING LOT ISLANDS AS SHOWN ON PLAN.
COBBLESTONE TO MATCH EXISTING SIZE AND DEPTH.
NO SUBSTITUTIONS AS TO TYPE, SIZE, OR SPACING OF PLANT MATERIALS SPECIFIED ON THIS PLAN MAY BE
MADE WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE.
ALL DISTURBED AREAS OF THE SITE ARE TO BE SEEDED AND/OR SODDED IN ACCORDANCE WITH THE PLANS. ANY
AREAS DISTURBED BY CONTRACTOR OUTSIDE OF PROJECT LIMITS TO BE RESTORED TO ORIGINAL CONDITIONS.
ALL PLANT MATERIALS TO BE NURSERY GROWN AND TO COMPLY WITH THE AMERICAN STANDARD FOR
NURSERY STOCK FOR SIZE AND QUALITY.
THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY PLANT MATERIAL OR ANY DEFECTIVE
WORKMANSHIP.
NO MATERIAL SHALL BE PLANTED BEFORE FINISH GRADING HAS BEEN COMPLETED.
DO NOT ALLOW TREES TO DRY-OUT BEFORE THEY CAN BE PLANTED. KEEP TREES, INCLUDING ROOTBALLS, COOL
AND MOIST UNTIL PLANTED.
PLANT TREES SUCH THAT FIRST FLARE ROOT IS 1" TO 2" ABOVE SURROUNDING GRADE.
REMOVE FROM SITE ALL DEBRIS ASSOCIATED WITH INSTALLATION ACTIVITIES. CLEAN SIDEWALKS, ROADS,
ADJACENT LAWN AREAS AS NECESSARY TO KEEP THE SITE CLEAN AT ALL TIMES.
CONTRACTOR REQUIREMENTS:
IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONFIRM ALL MATERIAL QUANTITIES. IN THE
EVENT OF A DISCREPANCY, THE QUANTITIES SHOWN ON THE PLAN SHALL TAKE PRECEDENCE OVER THE
MATERIAL SCHEDULE.
THE LANDSCAPE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TO
PROTECT UTILITIES THAT ARE TO REMAIN, REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT
CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.
SHOULD THE LANDSCAPE CONTRACTOR ENCOUNTER UNSATISFACTORY SURFACE OR OTHER SUBSURFACE
DRAINAGE CONDITIONS, SOIL DEPTH, LATENT SOILS, HARD PAN, STEAM OF OTHER UTILITIES LINES OR OTHER
CONDITIONS THAT WILL JEOPARDIZE THE HEALTH AND VIGOR OR THE PLANTS, HE MUST ADVISE THE
LANDSCAPE ARCHITECT IN WRITING OF THE CONDITIONS PRIOR TO INSTALLING THE PLANTS, OTHERWISE THE
LANDSCAPE CONTRACTOR WARRANTS THAT THE PLANTING AREAS ARE SUITABLE PROPER GROWTH AND
DEVELOPMENT OF THE PLANTS TO BE INSTALLED.
CALIPER INCHES REQUIRED
TOTAL CALIPER INCHES REQUIRED BY THE CITY FOR A , S.F. BUILDING OVER 20' = 20" CALIPER
INCHES CALIPER INCHES PROPOSED BY THIS LANDSCAPE PLAN = 20"+
(17" OVERSTORY TREES + 4" UNDERSTORY TREES + 3" SHRUB RATIO ALLOWED).
REPLACE EACH REMOVED TREE WITH ONE TREE. 6 TREES REMOVED, 6 TREES PLANTED IN
ADDITION TO ABOVE CALIPER INCHES REQUIRED
1
2
2
2
2
2
2