Item 4.1 Jacobs Plat Second Addition Endeavor Investments XII LLC
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Planning City Planner Licht 26 May 2026
PRESENTER(s) REVIEWED BY: ITEM #:
City Planner Licht City Administrator/Finance Director Flaherty
City Engineer Wagner
4.1 – Endeavor Investments XII LLC
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative communication.
X Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and expectations in a
cost-effective manner.
X Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends the City Council approve a preliminary plat and Interim Use Permit.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No Yes, held by Planning Commission 18 May 2026
BACKGROUND/JUSTIFICATION:
Endeavor Investments XII developed the Jacobs Plat as a one lot and one outlot subdivision and constructed a 401,544
square foot industrial warehouse and distribution facility (with potential future expansion) at 6400 Queens Avenue. The
City Council approved the site and building plans on 28 March 2022 and the final plat was approved on 9 May 2022. The
current tenant of the building intends to vacate and a new tenant that distributes specialty building materials would
assume occupancy. The prospective new tenant requires an area for outdoor storage of building materials as part of their
operations.
The proposed outdoor storage area requires consideration of an Interim Use Permit, as well as a preliminary plat and
vacation of existing drainage and utility easements to increase the area of Lot 1, Block 1, Jacobs Plat to accommodate the
outdoor storage area. The preliminary plat and Interim Use Permit applications are subject to review by the Planning
Commission and approval of the City Council. A public hearing to consider the applications was held by the Planning
Commission on 18 May 2026. Draft minutes of the portion of the Planning Commission meeting for the public hearing
concerning the application incorporating public comments and questions, as well as the discussion by the Planning
Commission, are attached for information.
The Planning Commission closed the public hearing. Following further discussion, the Planning Commission voted 6-0 to
recommend approval. City staff has also updated the Planning Report following the Planning Commission meeting, which
is attached. City staff has drafted a resolution approving the preliminary plat and Interim Use Permit subject to the
conditions as recommended by the Planning Commission. The developer is asking that in reviewing the application, City
Council members specifically address the proposed conditions of approval for screening and hours of operation. The
developer will be prepared to present more detail regarding their proposed screening based on the Planning Commission
discussion. It is also requested by the developed that the subject property be allowed 24-hour operations as currently
exists.
SUPPORTING DOCUMENTS ATTACHED:
• Planning Report dated 19 May 2026
• Draft minutes of the May 18, 2026 Planning Commission meeting
• Resolution 2026-42
• Additional Developer Information:
1. Sightline Exhibit dated May 26, 2026
2. Landscape Plan
3. Presentation dated May 26, 2026
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to adopt Resolution 2026-42 approving a preliminary plat for Jacobs Plat Second Addition and adopting findings
of fact and approving an Interim Use Permit Lot 1, Block 1, Jacobs Plat Second Addition, subject to conditions as
presented.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 701 – Development Escrows
N/A
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT
TO: Otsego Mayor and City Council
FROM: D. Daniel Licht
REPORT DATE: 19 May 2026
60-DAY DATE: 12 June 2026
RE: Otsego – 6400 Queens Avenue; Preliminary Plat/Interim Use Permit
TPC FILE: 101.02
BACKGROUND
Endeavor Investments XII developed the Jacobs Plat as a one lot and one outlot subdivision and
constructed a 401,544 square foot industrial warehouse and distribution facility (with potential
future expansion) at 6400 Queens Avenue. The City Council approved the site and building
plans on 28 March 2022 and the final plat was approved on 9 May 2022. The current tenant of
the building intends to vacate and a new tenant that distributes specialty building materials
would assume occupancy. The prospective new tenant requires an area for outdoor storage of
building materials as part of their operations.
The proposed outdoor storage area requires consideration of an Interim Use Permit, as well as
a preliminary plat and vacation of existing drainage and utility easements to increase the area
of Lot 1, Block 1, Jacobs Plat to accommodate the outdoor storage area. The Interim Use Permit
and preliminary plat applications are subject to review by the Planning Commission and
approval of the City Council. A public hearing to consider the applications was held by the
Planning Commission on 18 May 2026.
Exhibits:
Site Location Map
Applicant Narrative
Sight line screening exhibit dated May 15, 2026
Preliminary Plat dated April 20, 2026 (12 sheets)
65th Street Road Construction dates April 20, 2026 (6 sheets)
Landscape Plan
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ANALYSIS
Comprehensive Plan. The subject property is guided by the Comprehensive Plan for light
industrial land uses. This land use category includes office, warehouse, and distribution facilities
as a primary use for the area to encourage location of businesses with larger, high quality
buildings and employment opportunities. Although no physical changes to the building are
proposed at this time, the change in occupancy will result in creation of more than 100 jobs on
site. The existing and proposed use of the property is consistent with the goals and policies of
the Comprehensive Plan.
Zoning. The subject property is zoned I-1, Limited Industrial District, which is intended to
provide for the establishment of light industrial activities, characterized by low impact
manufacturing and warehousing uses and limit activities that may cause nuisance and pollution
characteristics. Building material distribution facilities are a permitted use of the I-1 District.
The change in occupancy also involves a proposed outdoor storage area for building materials,
which is allowed in the I-1 District subject to approval of an Interim Use Permit.
Surrounding Area. The table below summarizes existing and planned land uses in the area
surrounding the subject property:
Direction Land Use Plan Zoning Map Existing Use
North Industrial I-1 District
A-1 District
Undeveloped
Rural residential
East LD Residential A-1 District Undeveloped
Rural residential
South LD Residential R-5 District Harvest Run/Harvest Run East
West Industrial I-2 District Gateway North Industrial Park
The existing and proposed use of the subject property is characteristic of the industrial uses
developed to the west within the Gateway North Industrial Park. Additional development of
this type is planned to the north. The primary compatibility concern with any industrial use of
the subject is with the residential neighborhoods to the south, which must be addressed
through site design, landscaping, and screening.
EAW. An Environmental Assessment Worksheet was prepared in accordance with Minnesota
Rules 4410.4300, Subp. 14 to evaluate the potential environmental effects of the initial site
development. The EAW document was noticed on 8 January 2022. On 11 January 2022, the
EAW document was published by the Environmental Quality Board (EQB) and distributed to
stakeholders and agencies identified by the EQB. Comments were received from the Minnesota
Pollution Control Agency (MPCA), Minnesota Department of Natural Resources (DNR), and
State Historic Preservation Office (SHPO) during the 30-day comment period. On 14 March
2022, the City Council adopted Findings of Fact, Conclusions, and Response to Comments and
determined that the development did not have potential for significant environmental effects and
that preparation of an Environmental Impact Statement is not to be required.
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Lot Area. Section 11-85-7.A of the Zoning Ordinance requires lots within the I-1 District to have
a minimum area of 1.0 acre. Existing Lot 1, Block 1 is 20.74 acres in area. The proposed
preliminary plat shifts the property line between existing Lot 1, Block 1 and Outlot A east
approximately 600 feet to accommodate a potential future 200,185 square foot building
addition and current proposal for a 10.04 acre outdoor storage area. The proposed 38.65 acre
area of Lot 1, Block 1 exceeds the minimum area required for lots within the I-1 District.
Lot Width. Section 11-85-7.B of the Zoning Ordinance requires lots within the I-1 District to
have a minimum width of 200-feet at the front setback line. The existing lot measures 642-feet
at the setback line from 65th Street, which is the front lot line as defined by the Zoning
Ordinance. The width of the lot is increased by 597 feet as a result of the preliminary plat and
complies with the requirements of the Zoning Ordinance.
Site Coverage. Section 11-85-8 of the Zoning Ordinance establishes a maximum building
coverage limit of 50-percent and maximum impervious surface coverage limit of 85-percent for
lots within the I-1 District. Building coverage for the existing building and future addition 37
percent of the lot area, which complies with the requirements of the Zoning Ordinance as
shown on Sheet C1. Impervious surface as are shown on Sheet C1 to cover 28.21 acres or 73
percent of the lot, which is within the limit established by the Zoning Ordinance.
Right-of-Way. The subject property abuts Queens Avenue on the east and 65th Street to the
north. Queens Avenue is an improved Industrial/Commercial Major Collector Street in
accordance with the Transportation Plan of the 2023 Comprehensive Plan. The Transportation
Plan designates 65th Street as an Industrial/Commercial Major Collector Street. The Jacobs Plat
provided for dedication of all right-of-way necessary for Queens Avenue and 65th Street and no
additional right-of-way is required with the proposed preliminary plat.
Access. The subject property is accessed via two driveways to Queens Avenue aligned with
driveways on the west side of the street to minimize conflicts from turning vehicles. The south
access is 110-feet north of 62nd Street, which is a local residential street. The north access is
110-feet south of the 65th Street, which is a future Industrial/Commercial Collector Street. The
location of the driveways complies with Section 11-21-6 of the Zoning Ordinance. No changes
to the existing access to the property, including no new access to 65th Street, is proposed with
the current application.
65th Street. On the north line of the subject property, 65th Street exists as a rural section gravel
roadway. The Subdivision Ordinance requires that when a property is subdivided, abutting
roadways must be improved to the standard designated by the Transportation Plan. The City
deferred improvement of 65th Street with the Jacobs Plat as a means of financial assistance for
the development. The Jacobs Plat approval includes a condition that upon platting any portion
of existing Outlot A, the developer is responsible for improvement of 65th Street to an industrial
street standard if the roadway is not already improved.
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The developer has submitted plans for improvement of 65th Street as an urban industrial street
along the north line of proposed Lot 1, Block 1. The roadway is to be a 46 foot wide asphalt
section with concrete curb and gutter within the existing right-of-way and roadway easement.
The Developer has requested that the City construct the street (along with sewer, water, and
storm utilities) as a public project and assess the costs to Lot 1, Block 1. There would be no
assessments to other abutting properties. How 65th Street will be constructed and the timing
for the improvement requires further discussion between the developer and City prior to
approval of a final plat and execution of a development contract.
Outdoor Storage. The developer is proposing outdoor storage areas to the south and west of
the existing principal building. Accessory outdoor storage is allowed within the I-1 District as an
interim use subject to the following standards:
Section 11-85-3.D.1 of the Zoning Ordinance limits the area of the subject property
allowed to be used for outdoor storage to 30 percent of the lot area. Sheet C1 identifies
that Lot 1, Block 1 is proposed to be 38.65 acres and that the area of outdoor storage is
to be 10.04 acres. The outdoor storage area as proposed is 26 percent of the lot area
and complies with the limit established by the Zoning Ordinance.
Accessory outdoor storage within the I-1 District is subject to the same setback
requirements as the principal building established by Section 11-85-7.C of the Zoning
Ordinance. As shown in the table below, the outdoor storage area complies with
applicable setbacks.
ROW Side Rear
Required 30ft. 10ft. 20ft.
Proposed 55ft. 20ft. NA
The developer has submitted site cross section drawings to illustrate the physical
distance between the outdoor storage area and residential neighborhoods to the south.
The closest dwelling to the south is just over 350 feet from the proposed outdoor
storage area. The separation between the residential dwellings and proposed outdoor
storage area is a factor mitigating potential compatibility issues between the two uses.
Section 11-85-3.D.2 and 3 of the Zoning Ordinance requires the outdoor storage area to
be landscape, fenced, and screened from view of neighboring residential district and
public rights-of-way. “Screening” may also serve to mitigate potential noise impacts
related to the interim use as discussed by the Planning Commission. The standards for
required screening are established by Section 11-19-3 of the Zoning Ordinance requiring
effective screening a minimum of eight feet in height with the specific requirements
based on distance, topography, and characteristics of the outdoor storage.
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As noted above, the outdoor storage area is setback 55 feet from 65th Street and more
than 350 feet from the closest residential dwelling to the south of the subject property.
The elevation of the outdoor storage area is approximately the same as 65th Street and
approximately 10 feet lower than the ground elevations of the residential homes to the
south. The applicant narrative states that the outdoor storage is to be used for building
materials stacked to a height of 12 feet.
Sheet C3 identifies a chain link security and screening fence at the perimeter of the
outdoor storage area. There is also an existing six foot privacy fence along the south
property line between Queens Avenue and delineated wetlands. The site line screening
exhibit illustrates installation of two additional sections of six foot fencing constructed
on berms and plantings of deciduous and coniferous streets between the outdoor
storage area and closer to the residential neighborhoods to provide more effective
screening. Along 65th Street, landscaping, berm and fencing is to be installed as well
between in the yard between the public right-of-way and outdoor storage area.
The developer has submitted a landscape plan and details for the proposed fencing,
which is to be constructed of Trex brand composite materials. The developer offers that
the combination of berms, plantings, and berms, together with the distance and
changes in elevation between the outdoor storage area and surrounding residential
dwellings is sufficient to maintain compatibility. Questions and comments from the
public focused on the screening of the outdoor storage area from the existing homes
both from the north and south of the subject property and the Planning Commission
discussed this issue at length. The consensus of the Planning Commission was that the
proposed screening needed to be enhanced to be more effective by:
o Increasing the height of the screening in the yard along 65th Street to a minimum
of 14 feet, measured at the back of curb of 65th Street, with a combination of
berms, plantings, and fence.
o Installing an additional 14 foot high fence the full width of the south line of the
outdoor storage area.
These changes are recommended by the Planning Commission to be shown on revised
site, grading and landscape plans. The revised landscape plan is also to include more
dense species of deciduous trees to provide more effective screening during leaf-on
seasons. City staff noted that coniferous trees to be planted are required to be a
minimum of six feet in height measured to the leader. Plans for the proposed fence
sections and landscaping are to be subject to review and approval of the Zoning
Administrator.
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Section 11-85-4.D.4 of the Zoning Ordinance requires that the outdoor storage area be
surfaced with asphalt or concrete. Sheet C3 indicates that the proposed outdoor storage
area is to have an asphalt surface surrounded by concrete curb and gutter, which
complies with the Zoning Ordinance. The specifications for the outdoor storage area
surface and curb are to be subject to review and approval of the City Engineer.
Noise emanating from the outdoor storage area is subject to regulation in accordance
with Section 11-16-XX of the Zoning Ordinance, which adopts Minnesota Pollution
Control Agency standards. Concerns were raised during the public hearing about noise
from semi-tractor/trailers, on-site equipment, and the moving of materials within the
subject property, and specifically the outdoor storage area. The City does not typically
address licensed vehicle noise. As to the concern about reverse alarms, the
Occupational Safety and Health Administration standards require:
No employer shall use any motor vehicle equipment having an obstructed
view to the rear unless:
(i) The vehicle has a reverse signal alarm audible above the
surrounding noise level or:
(ii) The vehicle is backed up only when an observer signals
that it is safe to do so.
The reverse alarms are likely not of sufficient sound level or duration to violate limits on
outdoor noise. Single-tone alarms, however, can be auditable and considered to be a
nuisance by those in the surrounding area. The Occupational Safety and Health
Administration allows for use of alternatives to single-tone reverse alarms provided that
the sound is audible above the surrounding noise level. The Planning Commission
recommended a condition of approval requiring use of such alternative reverse alarms
only for on-site equipment as enforcement related to semi-tractor/trailers would likely
be impractical.
Section 11-85-3.D.7 of the Zoning Ordinance provides that an Interim Use Permit
terminates upon terminate upon a change of occupancy or the other events stated in
Section 11-5-4 of the Zoning Ordinance:
o The date or event stated in the interim use permit.
o Upon violation of conditions under which the interim use permit was issued.
o Upon change in the City's zoning regulations that renders the use
nonconforming.
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o The redevelopment of the use and property upon which it is located to a
permitted or conditional use as allowed within the respective zoning district.
The termination of an Interim Use Permit allows the City to determine if the
circumstances surrounding the outdoor storage have changed in the event the use of
the property changes, such as the prospective tenant is replaced with another tenant
desiring outdoor storage but that which has a height greater than 12 feet. As such, no
specific date for termination of the permit is to be conditioned. City staff notes that, as a
property owned by investors, a change in ownership does not terminate an Interim Use
Permit as this may have no impact to the use of the subject property.
Hours of Operation. The existing use of the subject property as a permitted use is not limited in
terms of hours of operation. For the outdoor storage, as an interim use, the City may impose
any condition it considers necessary to mitigate potential negative impacts. City staff
recommended, and the Planning Commission concurred, that a limit on hours of operation
within the outdoor storage is appropriate as a condition of approval to minimize potential noise
that could impact surrounding residential properties. The recommended hours are no
operations within the outdoor storage area to be allowed between the hours of 10:00PM and
7:00AM each day. These hours correspond to the period of nighttime noise limits established
by Minnesota Pollution Control Agency Rules.
Exterior Lighting. Section 11-16-6 of the Zoning Ordinance establishes performance standards
for exterior lighting. All exterior light fixtures are to have a 90-degree horizontal cut-off and not
cast more than 0.4 foot-candles of light at the property lines as required by Section 11-16-6.C of
the Zoning Ordinance. An exterior lighting plan including photometric measurements of light
intensity and indicating the type, location, and height of all exterior light fixtures was submitted
with application for building permit of the existing building and complies with the Zoning
Ordinance. City staff has also field verified the intensity of light on the property measured at
the south property line as complying with the Zoning Ordinance. Installation of additional
exterior lighting will require submission of an updated photometric lighting plan, which is
subject to review and approval of the Zoning Administrator.
Waste Storage. The submitted plans do not indicate an existing or proposed exterior storage
area for trash and recycling containers. Section 11-18-4.C of the Zoning Ordinance requires that
any outdoor storage of waste and recycling containers is to be enclosed within a solid wall with
minimum height of six feet constructed of materials complementary of the principal building. If
waste containers are to be stored outdoors, plans for the construction of the required
enclosure must be submitted to verify compliance the performance standards of the Zoning
Ordinance. Any exterior enclosure for waste storage is subject to review and approval of the
Zoning Administrator.
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Signs. Section 11-37-5.C of the Zoning Ordinance allows one freestanding sign with an area not
to exceed 100-square feet or height of 20-feet and wall signs not exceeding 100-square feet up
to 15-percent of the area of the walls facing public streets. Existing signage on the subject
property was approved with issuance of a sign permit. The submitted plans do not detail any
new or additional signage. Installation of any new or additional signs upon the subject property
will require issuance of a sign permit subject to review and approval of the Zoning
Administrator in accordance with Section 11-37-7.A of the Zoning Ordinance.
Utilities. The subject property is served by a temporary lift station for collection of sewer to
Queens Avenue and water utilities. Gravity sewer is to be extended to the subject property
from the east in the future, but the timing is unknown. Construction of 65th Street will require
coordination with the City Engineer installation of utilities for future service needs.
All utility plans are subject to review and approval of the City Engineer.
With expansion of Lot 1, Block 1 as shown on the preliminary plat, the developer is be required
to pay Utility Availability Charges for 17.91 acres of existing Outlot A being final platted as a
buildable lot.
Grading. The developer has submitted plans for grading of the subject site, including
information required regarding stormwater management and erosion control. All grading,
drainage, and erosion control issues are subject to review and approval by the City Engineer.
Easements. Drainage and utility easements were dedicated over areas of Lot 1, Block 1 and
Outlot A with the Jacobs Plat as required by Section 11-8-12.A of the Subdivision Ordinance.
These easements are to be vacated with the replatting of the subject property to ensure an
orderly property record. The preliminary plat provides for 10 foot wide drainage and utility
easements to be dedicated at the perimeter of Lot 1, Block 1 and drainage and utility
easements over water utilities, stormwater basins, wetlands and wetland buffers within both
Lot 1, Block 1 and Outlot A. All drainage and utility easements are to be subject to review and
approval of the City Engineer.
Park Dedication. The proposed preliminary plat expanding the area of Lot 1, Block 1 triggers
park dedication requirements as provided for in Section 10-8-15 of the Subdivision Ordinance.
The Parks System Master Plan does not identify acquisition of land from the subject site for
park purposes. Park dedication for the proposed plat is to require payment of a cash fee in lieu
of land for the 19.71 acres of Outlot A being final platted.
RECOMMENDATION
The proposed preliminary plat to expand Lot 1, Block 1, Jacobs Plat and request for an Interim
Use Permit to allow accessory outdoor storage upon the subject property complies with the
provisions of the Subdivision Ordinance and Zoning Ordinance. City staff recommends approval
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of the applications subject to conditions as listed below as stated in the resolution presented to
City Council for consideration.
POSSIBLE ACTIONS
A. Motion to recommend City Council approval of a preliminary plat for Jacobs Plat Second
Addition and an Interim Use Permit for Lot 1, Block 1, Jacobs Plat Second Addition,
subject to the following conditions:
1. The subject property shall be developed in accordance with the site and building
plans submitted to the City subject to the stipulations, limitations, and
conditions as approved by the City Council in accordance with Section 11-9-4 of
the Zoning Ordinance.
2. The Interim Use Permit allowing accessory outdoor storage shall terminate upon
the happening of any of the following events, whichever occurs first:
a. Upon violation of conditions under which the interim use permit was
issued.
b. Upon change in the City's zoning regulations that renders the use
nonconforming.
c. The redevelopment of the use and property upon which it is located to a
permitted or conditional use as allowed within the respective zoning
district.
d. Upon the building materials tenant for which the outdoor storage is an
accessory use vacating the property.
e. Upon a change in type, height, or other characteristics of the outdoor
storage of building materials, as determined by the City Council.
3. Final platting of any portion of Outlot A, Jacobs Plat or Outlot A, Jacobs Plat
Second Additon as a lot/block or as an expansion of an existing lot shall require
that 65th Street be constructed as an Industrial/Commercial Major Collector
Street in compliance with Section 10-8-5.A.7 of the Subdivision Ordinance,
unless the roadway has already been improved to that standard.
4. Screening:
a. The landscape, including type of plantings, quantities, and sizes shall
comply the requirements of Section 11-19-3 of the Zoning Ordinance,
subject to review and approval of the Zoning Administrator.
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b. The minimum height for coniferous trees to be planted for screening
purposes shall be six feet measured to the base of the leader.
c. The following additional screening shall be required, subject to review and
approval of the Zoning Administrator:
(1) The yard between 65th Street and the outdoor storage area shall be
screened to a minimum height of 14 feet, measured at the back of
curb of 65th Street, with a combination of berms, plantings, and
fences.
(2) A fence shall be constructed to a minimum height of 14 feet along
the south line the full width of the outdoor storage area.
d. A fence permit shall be required prior to installation of any fences within the
subject property, subject to review and approval of the City Engineer.
5. The specifications for the outdoor storage area surface and curb are to be
subject to review and approval of the City Engineer.
6. Movement of building materials into, out of, or with the outdoor storage area
shall be prohibited between the hours of 10:00PM and 7:00AM each day.
7. On-site equipment (e.g, forklifts) shall be equipped only with a reverse signal
alarm that utilizes an alternative to a single-tone type that complies with
Occupational Safety and Health Administration regulations.
8. All exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance,
subject to review and approval of the Zoning Administrator.
9. Waste or recycling shall be stored within the principal building or any outdoor
storage of such containers shall comply with the provisions of Section 11-18-4.C
of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
10. All signs upon the property shall comply with Chapter 37 of the Zoning
Ordinance and require issuance of a sign permit prior to installation, subject to
review and approval of the Zoning Administrator.
11. All utility plans are subject to review and approval of the City Engineer.
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12. The developer shall pay Utility Availability Charges for the proposed lot at the
time of final plat approval based upon the net increase in the area of Lot 1, Block
1 Jacobs Plat.
13. All grading, drainage, and erosion control plans and issues shall be subject to
review and approval by the City Engineer.
14. The developer shall pay Utility Availability Charges for the proposed lot at the
time of final plat approval based upon the net increase in the area of Lot 1, Block
1, Jacobs Plat.
B. Motion to recommend the City Council deny the application based on a finding that the
request does not comply with the Subdivision Ordinance or Zoning Ordinance.
C. Motion to table.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Property Location Map
6400 Queens Avenue
786 ft
Overview
Legend
Highways
Interstate
State Highway
US Highway
Roads
City/Township Limits
c
t
Parcels
Endeavor Investments XII, LLC
200 Southdale Center
Minneapolis, MN 55435
Dear City of Otsego,
Endeavor Investments XII, LLC (the “Applicant”) is submitting applications for Plat and Interim
Use Permit approvals for the property located at 6400 Queens Avenue (the “Property”). These
requests are being made to accommodate the operational needs of a prospective new tenant for the
site.
The current tenant has notified the Applicant of its plans to vacate the Property as part of an effort
to right-size its business operations. In response, the Applicant has identified a new user for the
facility that will provide significant economic and community benefits to the City of Otsego. These
benefits include the creation of more than 100 permanent jobs, continued productive use of the
Property, and preservation and enhancement of the City’s tax base by preventing long-term
vacancy.
The prospective tenant is a leading distributor of specialty building materials serving customers
throughout the Upper Midwest. The tenant proposes retrofitting the existing approximately
400,000-square-foot facility and constructing a secure outdoor storage area to support its
operations. The outdoor storage area will be used for the orderly storage and distribution of
building materials, with materials stacked up to 12 feet in height. The storage area will be
appropriately screened from adjacent properties in accordance with City standards. A line of site
plan illustrating the proposed screening is included as Exhibit A.
The Applicant appreciates the opportunity to work with the City of Otsego on this important
redevelopment effort. No variances are being requested as part of this application. All proposed
site improvements have been designed to comply with applicable City ordinances and
development standards.
Please contact us with any questions regarding the application materials. We appreciate your
consideration and look forward to working collaboratively with City staff and officials throughout
the review process.
Sincerely,
Endeavor Investments XII, LLC
6400 Queens Ave NE, Otsego MNMay 15th, 2026Outdoor Storage Screening and Sightlines Exhibit72’12’
12’353’Scale: 1” = 60’ (on 11x17 sheet size)Scale: 1” = 60’ (on 11x17 sheet size)Scale: 1” = 200’ (on 11x17 sheet size)Section A - View from 65th Street NE (Outdoor Storage Area is Screened from View)AABBOutdoor Storage Area65th St NEOutdoor Storage AreaOutdoor Storage Area(Screened from View)6400 Queens Ave NEQueens Ave NE65th St NEWetlandsWetlandsConservationAreaWetlandsStormwater PondResidentialResidentialResidentialBerm with 6’ fence and tree screeningBerm with 6’ fence and tree screeningLot LineLot LineSection B - View from Neighboring (south) Residential (Outdoor Storage Area is Screened from View)Site Plan
PLOTTED:COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026PRELIMINARY PLATFORJACOBS PLAT SECOND ADDITION6400 QUEENS AVENUEOTSEGO, MN 55330NSITE LOCATIONHIGHWAY 10HIGHWAY 10165TH ST NEQUEENS AVE NEOWNER/DEVELOPERENDEAVOR INVESTMENTS XII, LLC200 SOUTHDALE CENTERMINNEAPOLIS, MN 55435ATTN: EVAN MATTSON(651)-343-1118ENGINEER/SURVEYORANDERSON ENGINEERING OF MN13605 1ST AVE NORTH, SUITE 100PLYMOUTH, MN 55441ATTN: BRIAN J. FIELD763-412-4035GOPHER STATE ONE CALLCALL 48 HOURS BEFORE DIGGING811 OR 1-800-252-1166NSITE VICINITY1SITE VICINITY MAPSCALE: 1" = 2000'2SITE LOCATION MAPSCALE: 1" = 500'PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASAPPROVED BY ME ON BEHALF OF THE CITY OF OTSEGO.DATE:MISSISSIPPI RIVERHIGHWAY 101RICE LAKE0 2000' 4000'0 500' 1000'COVER SHEETG1SHEET INDEXSHEETNUMBERSHEET TITLEG1COVER SHEETC1 PRELIMINARY PLATC2 DEMOLITION PLANC3 OVERALL SITE PLANC4 GRADING PLANC5 UTILITY PLANC6 EROSION & SEDIMENT CONTROL PLANC765TH ST. - STORM SEWER AND STREETPLAN & PROFILE 0+00 TO 8+50C865TH ST. - STORM SEWER AND STREETPLAN & PROFILE 8+50 TO 13+80C9 SWPPP - PAGE 1C10 SWPPP - PAGE 2C11 CIVIL DETAILS - 1C12 CIVIL DETAILS - 2C13 CIVIL DETAILS - 31. THE HORIZONTAL DATUM AND BEARINGS ARE BASEDON THE WRIGHT COUNTY COORDINATE SYSTEM NAD83(2011)2. A. THE VERTICAL DATUM IS NAVD 88. THE SITE BENCH MARK IS THE TOP NUT OF THE HYDRANTLOCATED 112 FEET NORTHWESTERLY OF THESOUTHWESTERLY PROPERTY CORNER (DEPICTEDHEREON). ELEVATION = 942.50 FEET B. THE ABOVE TOP NUT HYDRANT RELATES TO CITYASBUILT DATA IN NGVD 29 AND HAS THE LISTEDELEVATION OF 942.25 FEET ON SHEET 24 OF QUEENS AVE NE CONSTRUCTION PLANS AND DATED: 10-22-07 RECORD PLAN
PROPERTY LINEPROPERTY LINEPROPERTY LINEPLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026N0 100' 200'PRELIMINARYPLATC165TH ST NEQUEENS AVE NELEGENDPROPERTY LIMITSCONSTRUCTION LIMITSADJACENT PROPERTYBUILDING SETBACKSPARKING SETBACKDRAINAGE AND UTILITYEASEMENT40' WETLAND SETBACKPROPOSED CONCRETE C&GPROPOSED RETAINING WALLPROPOSED TOTAL OUTDOORSTORAGE AREA (10.04 ACRES)PROPOSED ASPHALTPAVEMENTSITE DATAEXISTING CONDITIONSEXISTING LEGAL DESCRIPTION: SECT-35 TWP-121 RANGE-023 JACOBS PLAT LOT 001 BLOCK 001 THE NORTH HALFOF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA.PID: 118374001010FULL LOT AREA: 78.5 ACRESEXISTING ZONING: I-1 INDUSTRIALEXISTING PARKING REQUIREDWAREHOUSE (99%): 396,000 SF x 1 STALL/1,000 SF = 396 STALLSOFFICE (1%): 4,000 SF x 1 STALL/200 SF= 20 STALLSTOTAL = 416 STALLSEXISTING PARKING PROVIDEDCAR PARKING = 120 STALLSHANDICAP STALLS (VAN) = 6 STALLSSEMI-TRAILER PARKING = 52 STALLSPROPOSED CONDITIONSPROPOSED LEGAL DESCRIPTION:PROPOSED ZONING: I-1 INDUSTRIALSETBACKSFRONT YARD = 65 FT FROM CENTERLINE, 30 FT FROM ROWSIDE YARD = 30 FTREAR YARD = 20 FTMAXIMUM SITE COVERAGEBUILDING AND STRUCTURE: FIFTY PERCENT (50%)IMPERVIOUS SURFACES: EIGHTY FIVE PERCENT (85%)OUTDOOR STORAGE: THIRTY PERCENT (30%)PARKING REQUIRED (FUTURE BUILDING ADDITION)WAREHOUSE (99%): 198,000 SF x 1 STALL/1,000 SF = 198 STALLSOFFICE (1%): 2,185 SF x 1 STALL/200 SF= 11 STALLSTOTAL = 209 STALLSPARKING PROVIDED (FUTURE BUILDING ADDITION)CAR PARKING = 43 STALLSHANDICAP STALLS (VAN) = 2 STALLSSEMI-TRAILER PARKING = 0 STALLS6400 QUEENS AVENUE(EXISTING BUILDING)401,544 SFFFE = 923.0FUTURE ADDITION200,185 SFFFE = 923.0EXISTING TRAILERPARKINGEXISTING EMPLOYEEPARKING LOTFUTURE PAVEMENTEXTENTSDELINEATEDWETLAND (TYP)DELINEATEDWETLAND(TYP)50'DEDICATIONTO CITYPARKINGSETBACKEXISTING PROPERTYBOUNDARY55.0FUTURERETAINING WALLTOTAL FUTUREOUTDOOR STORAGEPARKINGSETBACKBUILDINGSETBACKBUILDINGSETBACK20.015.0EXISTINGPROPERTYBOUNDARYFUTURE D&U EASEMENTEPHEMERAL STREAMEX. POND P-1 EXISTINGRETAINING WALLFUTURE RETAINING WALLEXISTING PROPERTYBOUNDARYPROPOSED SITE COVERAGE: LOT 1 = 38.65 ACRES OUTLOT A = 39.85 ACRESEXISTING BUILDING AND FUTURE ADDITION: 14.12 ACRES = THIRTY SEVEN PERCENT (37%)IMPERVIOUS SURFACES: 28.21 ACRES = SEVENTY ONE PERCENT (73%)OUTDOOR STORAGE: 10.04 ACRES = TWENTY SIX PERCENT (26%)WETLAND #4100-YR HWL = 910.13WETLAND #5100-YR HWL = 919.98WETLAND #6100-YR HWL = 888.78WETLAND #8100-YR HWL = 903.40WETLAND #7100-YR HWL = 914.08D&U EASEMENTD&U EASEMENT40' WETLANDSETBACK (TYP.)WETLAND #9(NO STORAGE)PROPOSED PROPERTYBOUNDARY30.0BUILDING SETBACKPOND P-2EXPANSIONFUTURE VEHICLEPARKINGEX. POND P-2TOTAL FUTUREOUTDOOR STORAGE350.0572.0 277.0EXISTINGD&U EASEMENT
0PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/20260 60' 120'NDEMOLITION PLANC265TH ST NE6400 QUEENS AVENUE(401,544 SF)FFE = 923.0LOADING DOCK = 919.0POND P-1POND P-2DELINEATEDWETLAND(TYP.)WETLAND 8WETLAND 7WETLAND 4WETLAND 5EOF FOR WETLAND 4KEYNOTESREMOVE EXISTING ASPHALT PAVEMENT.REMOVE EXISTING GRAVEL ROAD - 65TH ST. NEEXPANDED EXISTING POND P2 & FILTRATIONBENCH AREAREMOVE & REPLACE EXISTING HYDRANTSPROTECT EXISTING STOOPS (TYP.)PROTECT EXISTING STORM SEWERSTRUCTURE (TYP.)PROTECT EXISTING RETAINING WALL12345LEGENDPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING WATERMAINEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING FENCEREMOVE EXISTING ASPHALTPAVEMENTREMOVE EXISTING GRAVELROAD33CONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS2115555544666666677
PROPERTY LINEPROPERTY LINEPROPERTY LINEPLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026NOVERALL SITEPLANC365TH ST NEQUEENS AVE NELEGENDPROPERTY LIMITSCONSTRUCTION LIMITSADJACENT PROPERTYBUILDING SETBACKSPARKING SETBACKDRAINAGE AND UTILITYEASEMENT40' WETLAND SETBACKPROPOSED FENCEPROPOSED CONCRETE C&GPROPOSED BITUMINOUSPAVEMENT6400 QUEENS AVENUE(EXISTING BUILDING)401,544 SFFFE = 923.0EXISTING TRAILERPARKINGEXISTING EMPLOYEEPARKING LOTDELINEATEDWETLAND (TYP)DELINEATEDWETLAND(TYP)EXISTING PROPERTYBOUNDARYEPHEMERAL STREAMEX. POND P-1EX. POND P-2 EXISTINGRETAINING WALLWETLAND #4WETLAND #5WETLAND #6WETLAND #8WETLAND #7D&U EASEMENTD&U EASEMENT40' WETLANDSETBACK (TYP.)WETLAND #90 100' 200'PROPOSED B612CONCRETE CURB& GUTTERPROPOSEDPROPERTYBOUNDARY375.0'763.3'PROPOSED PROPERTYBOUNDARYEXISTING OUTDOORSTORAGE AREA(2.73 AC.)POND P-2 EXPANSIONNWL = 906.00100-YR HWL = 910.13BOT = 900.00D&U EASEMENTPROPOSED OUTDOORSTORAGE AREANEW STORAGE AREA = 7.38 AC.EX. STORAGE = 2.73 AC.TOTAL = 10.11 AC.OUTLOT A(ADDITIONAL LAND)= 39.85 ACRESLOT 1 = 38.65 ACRESEXISTING 6FTCOMPOSITE BOARDSCREENING FENCEPROPOSED CHAIN LINKSECURITY & SCREENING FENCEEXISTING PROPERTYBOUNDARY81.1'198.5'R50.0
R50.0EXISTING EDGEOF GRAVELPROPOSED 65TH ST ROADCONSTRUCTION &IMPROVEMENTS46'B-B114C11TAPER GRAVEL TOMATCH EXISTINGPROPOSEDSECURITY GATEPROPOSEDSECURITY GATE
0922920918916919921917917917919921917916911909907906910912915916 9082.0%2.0%5.0%5.0%9169169169169139169189169169149159169179179139159 15RIDGE LINE (FG. 917.8)12:14:11.5%CBMH-7R. 915.1CB-8R. 915.1CBMH-9R. 916.1CBMH-6R. 915.1CBMH-5R. 915.1CBMH-4R. 915.1STMH-3R. 914.50STMH-2R. 915.501.2%1.2%1.2%1.2%1.2%1.2%1.2%1.2%1.2%PROPERTY LINEPROPERTY LINEFES-1I. 906.09009059059109059009119109029039079129109069099083:14:14:14:13:1914918919CB-10R. 916.1PROPERTY LINE916COCOCOCOCOEX CBMH-103R 917.18EX STMH-401R 916.88EX CBMH-105R 916.74EX CBMH-104R 916.71EX CBMH-407R 915.81EX CBMH-403R 915.63EX CB-405R 915.35EX CBMH-402R 915.32EX CBMH-404R 915.32EX STMH-109R 914.51EX STMH-110R 921.00EX FES-111INV 906.00EX FES-302INV 924.15EX OCS-501R 914.20EX FES-504INV 907.48EX FES-602INV 906.00EX FES-601INV 903.00EX FES-702INV 903.00EX FES-903INV 912.00EX FES-905INV 911.00EX FES-409INV 909.80EX FES-408INV 911.00EX LIFT STATIONR 920.85EX STMH-600R 914.00EX OCS-701R 910.50EX STMH-902R 918.64EX CBMH-106R 916.14EX STMH-502R 916.19EX STMH-503R 912.54EX CB-401AR 916.00EX STMH-107R 916.1EX STMH-108R 915.25EX FES-700INV 902.00EX FES-904INV 912.00ME/TC 917.3±ME/FL 916.8±ME/FL 916.2±ME/TC 916.7±TC 917.6FL 917.1TC 916.6FL 916.1TC 916.6FL 916.1TC 916.6FL 916.1TC 916.6FL 916.1TC 916.5FL 916.0TC 917.3FL 916.8TC 917.3FL 916.8FL 917.1TC 917.6TC 917.6FL 917.1FFE 923.0FFE 923.0FFE 923.0FFE 923.0FFE 923.02%2%PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/20260 60' 120'NGRADING PLANC4LEGENDPROPERTY LIMITSEXISTING RIGHT OF WAYBUILDING SETBACKPARKING SETBACKEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR40' WETLAND SETBACK20' DRAINAGE & UTILITYEASEMENTDELINEATED WETLANDPROPOSED CONCRETE C&GPROPOSED STORM SEWERSTRUCTUREPROPOSED BITUMINOUSPAVEMENTDRAINAGE ARROW96696591691565TH ST NE6400 QUEENS AVENUE(401,544 SF)FFE = 923.0LOADING DOCK = 919.0POND P-1NWL = 911.02-YR HWL = 912.1710-YR HWL = 912.72100-YR HWL = 914.19POND P-2NWL = 906.02-YR HWL = 907.5310-YR HWL = 908.63100-YR HWL = 910.13BOT = 900.00DELINEATEDWETLAND(TYP.)WETLAND 8100-YR HWL = 903.40WETLAND 7100-YR HWL = 914.08WETLAND 4100-YR HWL = 910.13WETLAND 5100-YR HWL = 919.98EXISTING WALLEOF FOR WETLAND 4ELEV = 910.50BUILDING SETBACKPARKING SETBACKEXISTING RIGHT OF WAYEXISTING 6FT COMPOSITEBOARD FENCED&U EASEMENTPROTECT & MAINTAINEXISTING P-2 EOFELEV = 910.50TOP OF BERM = 905.50SPOT ELEVATION KEYMATCH EXISTING GRADEHIGH POINT ELEVATIONRIM ELEVATIONTOP OF CURB ELEVATIONFLOW LINE ELEVATIONME/±HPRTCFLEDGE OF EXISTING GRAVELEOF = 915.6PG 915.6PG 915.6EOF = 915.6EXPANDEDFILTRATION BENCHBOT = 904.00CONSTRUCTION LIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)
0CBMH-9R. 916.1I. 912.22 (12" IN)I. 912.22 (18" OUT)CBMH-8R. 915.1I. 911.13 (18" IN)I. 911.13 (24" OUT)170 LF24" HDPE ST@ 0.4%200 LF - 36" HDPE ST @ 0.44%200 LF - 36" HDPE ST @ 0.44%118 LF - 36" RCPST @ 0.44%STMH-2R. 915.50I. 906.56 (36" IN)I. 906.56 (36" OUT)STMH-3R. 914.50I. 907.44 (36" IN)I. 907.44 (36" OUT)CBMH-7R. 915.1I. 910.45 (24" IN)I. 910.45 (30" OUT)CBMH-6R. 915.1I. 909.77 (30" IN)I. 909.77 (30" OUT)CBMH-5R. 915.1I. 909.09 (30" IN)I. 909.09 (36" OUT)170 LF30" HDPE ST@ 0.4%170 LF30" HDPE ST@ 0.4%CBMH-4R. 915.1I. 908.42 (36" IN)I. 908.32 (36" OUT)165 LF36" HDPE ST@ 0.4%PROPERTY LINEPROPERTY LINEFES-1I. 906.0 (36")CB-10R. 916.1I. 913.1 (12" OUT)272 LF - 18" HDPE ST @ 0.4%220 LF - 12" HDPE ST @ 0.4%PROPERTY LINECOCOCOCOCOSTMH-107R. 916.1I. 908.42 (36")I. 908.42 (36")(LOWER EX. RIM & INSTALLNEW R-3067-V CASTING)STMH-108R. 915.25I. 907.80 (36")I. 907.80 (36")(INSTALL NEWR-3067-V CASTING)EX CBMH-103R 917.18EX STMH-401RIM 916.88I. 912.04(18" OUT)I. 912.24(15" IN)I. 912.24(16" IN)EX CBMH-105R 916.74EX CBMH-104R 916.71EX CBMH-407R 915.81EX CBMH-403R 915.63EX CB-405R 915.35EX CBMH-402R 915.32EX CBMH-404R 915.32EX STMH-109R 914.51EX FES-111INV 906.00EX FES-302INV 924.15EX OCS-501RIM 914.20I. 908.96(18" OUT)I. 908.96(18" IN)I. 909.00(4" IN)EX FES-601INV 903.00EX FES-702INV 903.00EX FES-903INV 912.00EX FES-904INV 912.00EX FES-905INV 911.00EX FES-409INV 909.80EX FES-408INV 911.00EX LIFT STATIONR 920.85EX STMH-600R 914.00EX OCS-701RIM 910.50I. 906.00(18" IN)I. 903.50(18" OUT)I. 904.00(4" IN)EX STMH-902R 918.64EX CB-401ARIM 916.00I. 912.55(15" OUT)EX STMH-502RIM 916.19I. 908.53(18" IN)I. 908.53(18" OUT)EX STMH-503RIM 912.54I. 907.59(18" IN)I. 907.59(18" OUT)EX CBMH-106RIM 916.14I. 908.88(36" IN)I. 908.88(36" OUT)EX FES-504INV 907.48EX FES-602INV 906.00EX FES-700INV 902.00EX 200 LF -36" HDPE@ 0.31%EX 148 LF -36" HDPE@ 0.31%EX 200 LF -36" HDPE@ 0.31%EX 200 LF -36" HDPE@ 0.31%EX 127 LF -36" RCP@ 0.44%EX STMH-110R 921.00EX FES-500INV 907.00EX 312 LF -18" RCP@ 0.30%PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/20260 60' 120'NUTILITY PLANC5LEGENDPROPERTY LIMITS40' WETLAND SETBACK20' DRAINAGE & UTILITYEASEMENTDELINEATED WETLANDEXISTING WATERMAINEXISTING STORM SEWEREXISTING SANITARY SEWERPROPOSED STORM SEWERPROPOSED STORM SEWERSTRUCTUREFES W/ CABLE CONCRETE65TH ST NE6400 QUEENS AVENUE(401,544 SF)FFE = 923.0LOADING DOCK = 919.0POND P-1NWL = 911.02-YR HWL = 912.1710-YR HWL = 912.72100-YR HWL = 914.19EXPANDED POND P-2NWL = 906.02-YR HWL = 907.5310-YR HWL = 908.63100-YR HWL = 910.13DELINEATEDWETLAND(TYP.)WETLAND 8100-YR HWL = 903.40WETLAND 7100-YR HWL = 914.08WETLAND 4100-YR HWL = 910.13WETLAND 5100-YR HWL = 919.98BUILDING SETBACKPARKING SETBACKEXISTING RIGHT OF WAY1. SEE STORM SEWER STRUCTURE SCHEDULE ON SHEET C10.2. ALL CONSTRUCTION SHALL COMPLY WITH 2025 EDITION OF MNDOT STANDARD CONSTRUCTION SPECIFICATIONS(INCLUDING SUPPLEMENTS), AS APPLICABLE. ALL CONSTRUCTION SHALL COMPLY WITH STATE, COUNTY, AND CITYPERMIT REQUIREMENTS.3. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNINGTHE WORK.4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THEWORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDEANY NECESSARY TRAFFIC CONTROL FOR THE WORK.7. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.8. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.SHEET NOTESRE-INSTALL NEWHYDRANT WITHTRAFFIC BOLLARDSCONSTRUCTION LIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)
0922920918916919921917917917919921917916911909907906910912915916 9089169169169169139169189169169149159169179179139159 15PROPERTY LINEPROPERTY LINE900905905910905900911910902903907912910906909908914918919PROPERTY LINE916COCOCOCOCOPLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/20260 60' 120'NEROSION &SEDIMENTCONTROL PLANC6LEGENDPROPERTY LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURDELINEATED WETLANDDRAINAGE ARROWPROPOSED CONCRETE C&GSILT FENCEINLET SEDIMENT PROTECTIONROCK CONSTRUCTIONENTRANCETEMPORARY SEED & EROSIONCONTROL BALANKETS96696591691565TH ST NE6400 QUEENS AVENUE(401,544 SF)FFE = 923.0LOADING DOCK = 919.0POND P-1EXPANDEDPOND P-2DELINEATEDWETLAND(TYP.)WETLAND 8WETLAND 7WETLAND 4WETLAND 5EOF FOR WETLAND 4KEYNOTESCONCRETE CABLE MATINLET PROTECTION (TYP.)ROCK CONSTRUCTION ENTRANCESINGLE ROW SILT FENCEDOUBLE ROW SILT FENCE123451222244553
PROJECT DESCRIPTION/LOCATIONTHE SITE IS LOCATED IN THE CITY OF OTSEGO IN WRIGHT COUNTY BOUNDED ON THE WEST BYQUEENS AVE NE, SINGLE FAMILY HOMES TO THE SOUTH, CROPLAND TO THE EAST, AND 65TH STNE TO THE NORTH. THE PROPOSED SITE ENCOMPASSES 78.50 ACRES.THE PLANNED SCOPE OF THE PROJECT INCLUDES:xASPHALT PAVEMENT EXPANSION TO THE EAST FOR NEW OUTDOOR STORAGE.xTHE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASSGRADING OF THE SITE FOR THE CONSTRUCTION OF THE OUTDOOR STORAGE LOT.xGRADING AS REQUIRED FOR THE NEW OUTDOOR STORAGE AND EXPANDED POND P-2.xINSTALLATION OF STORM SEWER.xPLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB & GUTTER THROUGHOUTTHE SITE.RECEIVING WATERSTHESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS ANDRECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVINGWATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALLAREAS OF THE SITE.DUE TO THE PROXIMITY OF THE CROW AND MISSISSIPPI RIVERS, THE FOLLOWING WILL BEIMPLEMENTED ACCORDING TO THE MPCA REQUIREMENTS FOR DISCHARGING INTO IMPAIREDAND/OR SPECIAL WATERS:1. 23.9: PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, ASDESCRIBED IN ITEM 8.4, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDARDAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY ORPERMANENTLY CEASES.2. 23.10: PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED INSECTION 14 FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) ORMORE ACRES DISTURBED AT ONE TIME.3. 23.10: PERMITTEES MUST INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100LINEAR FEET FROM A SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND MUST MAINTAINTHIS BUFFER ZONE AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENTFEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHERENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. PERMITTEES MUST FULLYDOCUMENT THE CIRCUMSTANCE AND REASONS THE BUFFER ENCROACHMENT ISNECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. THIS PERMIT ALLOWSREPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER. PERMITTEES MUSTMINIMIZE ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTSOF THESE EXCEPTIONS BY THE USE OF ADDITIONAL OR REDUNDANT BMPS AND MUSTDOCUMENT THIS IN THE SWPPP FOR THE PROJECT.SOIL TYPESPER ONLINE WEB SOIL SURVEY INFORMATION, SOIL TYPES TYPICALLY FOUND ON THIS PROJECTRANGE FROM B TO D, WITH LESTER AND ANGUS LOAMS MAKING UP THE MAJORITY OF THE SITE.OTHER LOAMS, ANGUS-CORDOVA COMPLEX'S AND CORDOVA CLAYS MAKE UP THE THEREMAINDER OF THE SITE.LONG TERM MAINTENANCE AND OPERATIONENDEAVOR DEVELOPMENT HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OFOTSEGO THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE,AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS OR IF IT WILL BEPRIVATELY MAINTAINED.PROJECT PERSONNEL AND TRAININGTHIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OFCONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO ISKNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION ANDSEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISORWILL WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THEIMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OFTHE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTERCONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA.PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BEALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THEPROJECT ENGINEER.PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTORTHAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIEDINSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORKWILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TOTHE PROJECT ENGINEER.CHAIN OF RESPONSIBILITYTHE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR ISRESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALLTIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THECONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TOENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THECONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINALSTABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.PROJECT CONTACTSTHE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPSBEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HASBEEN FILED.*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES5/31/28MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:651-649-5451 OR 800-422-0798SITE INSPECTION AND MAINTENANCECONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THEPERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURINGACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATERQUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITEHAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECTSURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENTDEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OFTRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OFOFF SITE SEDIMENT ACCUMULATION.RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMITINSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITEINSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:A. DATE AND TIME OF INSPECTIONSB. NAME OF PERSONS CONDUCTING INSPECTIONSC. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONSD. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETINGMAINTENANCE ACTIVITIESE. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURSF. DOCUMENTS AND CHANGES MADE TO THE SWPPPREPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDEDBELOW:A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMESNONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETEREPAIRS BYB. THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.C. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONALOR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETEREPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER.D. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINSONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN72 HOURS OF DISCOVERY.E. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDINGDRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANYAREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVALAND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE ANDSUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.F. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TOMINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPINGG. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINALSTABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THEMPCA.AREA SUMMARYSPECIAL SITE NOTESIF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITYMODELING DATA IS AVAILABLE UPON REQUEST.THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:xSUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTSxIMPLEMENT THE SWPPP.xOVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THESWPPP.xIMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.xCONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAINLOGS AS PERMIT REQUIRES.xIDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADDTHEM.xIDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.xENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.xFILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FORASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.PERMITSTHE FOLLOWING PERMITS APPLY TO THIS PROJECT:NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILLNOT BE REQUIRED.LOCATION OF SWPPP REQUIREMENTSTHE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACESWITHIN THE PLAN SET.SWPPP AMENDMENTSA QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USEOF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THEREPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS ASNECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THEREIS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONALCONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACEWATERS OR GROUNDWATER.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS ASNECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVERINSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCAOFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THEDISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOTCONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2PROJECTSITE1-MILE RADIUSAROUND PROJECTRICE LAKECROW RIVERCONTACT INFORMATIONORGANIZATION CONTACT NAME PHONEENDEAVOR DEVELOPMENT EVAN MATTSON651-343-1118ANDERSON ENGINEERING (SWPPP DESIGN)JACOB DOBIAS*763-412-4000ACREAGE SUMMARYAREA ACRESPROPERTY78.50DISTURBED18.86IMP. PRE-CONSTRUCTION16.70IMP. POST-CONSTRUCTION27.45NEW IMP.10.75PERVIOUS AT COMPLETION51.05AGENCY TYPE OF PERMIT PERMIT # AND DATESMINNESOTA POLLUTIONCONTROL AGENCY (MPCA)NPDES CONSTRUCTIONPERMITCITY OF OTSEGO GRADING PERMITCITY OF OTSEGO BUILDING PERMITCITY OF OTSEGO WETLAND PERMITWATERS WITHIN 1 MILE RADIUSNAME OF WATERBODYTYPE (LAKE,RIVER,WETLAND,DITCH, ETC)APPENDIX ASPECIAL WATER(YES OR NO)IMPAIREDWATER WITHIN 1MILE OFPROJECT SITE(YES OR NO)APPROVEDTMDLRECEIVINGWATERS(YES OR NO)MISSISSIPPI RIVER RIVER YES NO YES NOCROW RIVER RIVER NO YES YES NORICE LAKE LAKE NO NO NO NOMISSISSIPPIRIVERMississippi RiverPLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026SWPPP - PAGE 1C7
STABILIZATION TIME FRAMESALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THEPLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH ADENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALLTEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BEREMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OFCONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY ORPERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHINTHE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCURMORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILESWITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARENOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT.2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOTACCEPTABLE STABILIZATION METHODS IN THESE AREAS.3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEINGPERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMESIN THE NPDES PERMIT.4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROLBMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THESEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEEDMIXTURE 21.111B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITHSEED MIXTURE 21-112C.MULTI YEAR CONSTRUCTION 22-1115. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TOBE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THESWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THESWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES.2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FORCONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEARAREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITEMANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND ASREQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER INWRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITEMANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITEMANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THEENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THEUNTIMELY SUBMITTAL.3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSIONCONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENTPRACTICABLE.4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOTTO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMESNECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAINWRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVEALL NATURAL BUFFERS SHOWN ON THE PLANS.6. ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE.PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEPCHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDEVELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED ASNECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURESEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TOCOMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIESCOMMENCE.9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIESBEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE ANDTHE SITE IS STABILIZED.10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITYSHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TOSURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEETFROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURALBUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY.INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETERCONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OFCONSTRUCTION.14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTOPAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITSOF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHENEVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT ANACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION ANDMAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL.15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINSWHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THESEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BETREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERSOR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINSREGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARYSEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBINGACTIVITY IS COMPLETED.16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAININGPURPOSES.POLLUTION PREVENTION1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS,PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, ANDLANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT.3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUSMATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TOTHE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE.STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL,DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOODPRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERSWITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED ORKNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE.USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALSFORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE ASPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINEDAT.7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAINRUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHEREFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE ANDEQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE.8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOTCONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT INRUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE INTHE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSALSITE. SUBMIT PLAN TO THE ENGINEER.10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE ORPLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUSWASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATERCONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST,PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE,DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERINGSTORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY ANDPLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCESYSTEMS INCLUDING DITCHES AND CULVERTS.RECORD RETENTIONTHE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPTON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONGWITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION (NOT).1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEENIMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHERBINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENTSTORMWATER MANAGEMENT SYSTEMS.SWPPP SCHEDULE OF INSTALLATION & MAINTENANCEDESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS[IF APPLICABLE, DESCRIBE PERMANENT STORMWATER TREATMENT SYSTEM]CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENTSYSTEMS[INCLUDE CALCULATIONS FOR TEMPORARY / PERMANENT STORMWATER SYSTEM]ESTIMATED BMPS QUANTITIESSTORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2AREA TIME FRAME NOTESLAST 200 LINEAL FEET OF DRAINAGEDITCH OR SWALEWITHIN 24 HOURS OF CONNECTION TOSURFACE WATER OR PROPERTY EDGE1, 2, 3REMAINING PORTIONS OF DRAINAGEDITCH OR SWALE7 DAYS1, 3PIPE AND CULVERT OUTLETS 24 HOURSSTOCKPILES 7 DAYS 1ITEM INSTALLATIONINSPECTION &MAINTENANCEREMOVALSILT FENCEPRIOR TO COMMENCEMENT OFEARTHWORK OPERATIONS.INSPECT & MAINT. AFTER EACHRUN-OFF EVENT. REMOVESEDIMENTS AS REQUIRED.AFTER TRIBUTARY DRAINAGEAREA IS RESTORED.ROCK CONST.ENTRANCEPRIOR TO COMMENCEMENT OFEARTHWORK OPERATIONS.INSPECT REGULARLY. MAINTAINAS NEEDED.PRIOR TO PAVING.OUTLET SKIMMERSTRUCTUREAFTER POND GRADING ISCOMPLETED.INSPECT REGULARLY. MAINTAINAS NEEDED.PERMANENT.RIP-RAP &FILTERUPON COMPLETION OF PONDGRADING, CONC. SWALE CONST.AND OUTLET INSTALLATION.INSPECT & MAINTAIN AT LEASTANNUALLY AND AFTER HEAVYRAINFALL EVENT.PERMANENT.DETENTION PONDDURING EARTHWORKOPERATIONS.AFTER HEAVY RAINFALL EVENTS.REMOVE SEDIMENTS AS NEEDED.PERMANENT.SEED & MULCH AFTER POND GRADING ISCOMPLETED.INSPECT & MAINTAIN AFTER HEAVYRAINS. REPLACE WASH-OUTAREAS IMMEDIATELYNO REMOVAL NECESSARY.INLET PROTECTION UPON INLET CONSTRUCTINGWHEN 1/3 CAPACITY OF BMP ISREACHEDAFTER TRIBUTARY AREASARE FULLY RESTOREDBMPORIGINAL ESTIMATE MODIFICATIONDATEENERGY DISSIPATERTEMP. DIVERSION DIKESROCK CHECK DAMSTEMP SEEDINGPERMANENT SEEDINGPERMANENT SODDINGMULCHES (SPECIFY TYPES)CAT 3 EROSION CONTROL BLANKETSOIL TACKIFIERSSILT FENCINGEROSION CONTROL MATSSTORM DRAIN INLET PROTECTIONTEMPORARY OR PERMANENTSEDIMENTATION BASINSCONSTRUCTION ENTRANCEDEWATERING (TREATMENT LOCATION,SCHEMATIC, & SAMPLING PLAN REQUIREDCONCRETE TRUCK WASHOUTBIOROLL DITCH CHECKSPLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026SWPPP - PAGE 2C8
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026CIVIL DETAILS - 1C9
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026CIVIL DETAILS - 2C10STORM STRUCTURE SCHEDULESTRUCTURENUMBERSIZECASTING (NEENAHOR APPROVEDEQUAL)FES-1 36" RCPSTMH-2 48" ROUNDR-1642-D, SOLID,"STORM"STMH-3 48" ROUNDR-1642-D, SOLID,"STORM"CBMH-4 48" ROUNDR-3067-VCBMH-5 48" ROUNDR-3067-VCBMH-6 48" ROUND R-3067-VCBMH-7 48" ROUND R-3067-VCBMH-8 48" ROUND R-3067-VCBMH-9 48" ROUNDR-3067-VCB-102'X3' R-3067-VSCALE:2BITUMINOUS (HEAVY) PAVEMENT SECTIONN.T.S.NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE REQUIREMENTS WITHGEOTECHNICAL REPORT AND RECOMMENDATIONS PRIOR TO CONSTRUCTION.6"3" MIN.2" MNDOT 2360 SPWEA240BBITUMINOUS WEAR (MIN.)2" MNDOT 2360 SPWEB230BBITUMINOUS NON-WEAR (MIN.)8" MNDOT 3138 CLASS 5AGGREGATE BASE (MIN.)TIP OUT GUTTERWHERE PAVEMENTSLOPES AWAYMNDOT 2531 TYPE B612CONCRETE CURB &GUTTERMNDOT 2357 TACK COATMIN.APPROVED SUBGRADECOMPACTED 98%6" DIA. STEEL PIPE(PAINTED YELLOW) FILL W/CONCRETE, CROWN TOP 1"4'-0"3'-6"6"12" x 12" x 48" CONC. FTG.SURFACE VARIESSCALE:3PIPE BOLLARDN.T.S.SCALE:1STORM SEWER STRUCTURE SCHEDULEN.T.S.
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026CIVIL DETAILS - 3C11NOTE:1. FILTER MIX B:- 70 TO 85% CONSTRUCTION SAND (ASTM C-33 WASHED)- 15 TO 30% ORGANIC MATTER (MNDOT GRADE 2 COMPOST)1POND FILTRATION BASIN DETAIL (POND P2)NTSBOTTOM OF FILTRATION BASIN = 904.00TOP OF BERM = 912.204112" FILTER MIX B (SEE NOTE 1)41414" PVC DRAINTILEINV. = 904.00CORE-DRILL IN FIELDTOP OF BERM = 912.20EOF = 910.50TOP OF WEIR = 908.0018" RCP INV = 903.5038 LF 18" RCP @10.73%SKIMMER = 910.50WATERQUALITY VOLUMENWL = 906.00EX. OCS-70110.0' (TYP)905.006" DIA. ORIFICE = 906.00 (NWL)INVERT = 902.00INVERT = 906.00BOTTOM OF POND = 900.00TOP OF SAND = 905.004" PERF. PVCWITH FILTER SOCK
PLOTTED:COMM. NO.DRAWING NO.---- 1906565TH ST. NEROADCONSTRUCTION13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/202665TH STREET NE.ROAD CONSTRUCTIONNSITE LOCATIONHIGHWAY 10HIGHWAY 10165TH ST NEQUEENS AVE NEOWNER/DEVELOPERENDEAVOR INVESTMENTS XII, LLC200 SOUTHDALE CENTERMINNEAPOLIS, MN 55435ATTN: EVAN MATTSON(651)-343-1118ENGINEER/SURVEYORANDERSON ENGINEERING OF MN13605 1ST AVE NORTH, SUITE 100PLYMOUTH, MN 55441ATTN: BRIAN J. FIELD763-412-4035GOPHER STATE ONE CALLCALL 48 HOURS BEFORE DIGGING811 OR 1-800-252-1166NSITE VICINITY1SITE VICINITY MAPSCALE: 1" = 2000'2SITE LOCATION MAPSCALE: 1" = 500'PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASAPPROVED BY ME ON BEHALF OF THE CITY OF OTSEGO.DATE:MISSISSIPPI RIVERHIGHWAY 101RICE LAKE0 2000' 4000'0 500' 1000'COVER SHEETG11. THE HORIZONTAL DATUM AND BEARINGS ARE BASEDON THE WRIGHT COUNTY COORDINATE SYSTEM NAD83(2011)2. A. THE VERTICAL DATUM IS NAVD 88. THE SITE BENCH MARK IS THE TOP NUT OF THE HYDRANTLOCATED 112 FEET NORTHWESTERLY OF THESOUTHWESTERLY PROPERTY CORNER (DEPICTEDHEREON). ELEVATION = 942.50 FEET B. THE ABOVE TOP NUT HYDRANT RELATES TO CITYASBUILT DATA IN NGVD 29 AND HAS THE LISTEDELEVATION OF 942.25 FEET ON SHEET 24 OF QUEENS AVE NE CONSTRUCTION PLANS AND DATED: 10-22-07 RECORD PLANSHEET INDEXSHEETNUMBERSHEET TITLEG1 COVER SHEETC165TH ST NE - STORM SEWER AND STREETPLAN & PROFILE 0+00 TO 8+50C265TH ST NE - STORM SEWER AND STREETPLAN & PROFILE 8+50 TO 13+80C3 65TH ST NE - EROSION CONTROL PLANC4 CIVIL DETAILS - 1C5 CIVIL DETAILS - 2
919CB-20R. 917.35I. 914.35 (12" OUT)CBMH-14CBMH-15CB-21R. 919.00I. 916.00 (12" OUT)CBMH-1645 LF 12" HDPE @ 0.80%45 LF 12" HDPE @ 0.80%45 LF 12" HDPE @ 0.80%CB-17R. 920.82I. 917.82 (12" OUT)EX CB-101R 920.87EX CBMH-103R 917.18EX CBMH-105R 916.74EX CBMH-104R 916.71EX CBMH-102R 916.70EX FES-901INV 915.30EX LIFT STATIONR 920.85EX STMH-902R 918.64EX CBMH-106R 916.140+001+002+003+004+005+006+007+008+00R15R15HP 925.47ME/FL 924.83ME/TC 925.31ME/FL 925.45ME/TC 926.040.55%2.37%910920930925.16925.20+00924.05924.0922.88922.91+00921.45921.5922.18922.22+00921.96922.0921.84921.83+00921.96922.0921.81921.84+00921.57921.6921.57921.65+00921.32921.3921.17921.26+00920.97921.0920.24920.27+00919.65919.7919.50919.58+00919.12919.11.50%-2.37%PVIS: 0+02.00PVIE: 925.12PVI STA = 2+07.11PVI ELEV = 921.16A.D. = 1.82%K = 41.3275.00' VCBVCS: 1+69.61BVCE: 922.05EVCS: 2+44.61EVCE: 920.951.50%-2.37%-0.55%CBMH-16R. 920.82I. 917.37 (E)I. 917.47 (N)300 LF 12" HDPE ST @ 0.57%300 LF 12" HDPE ST @ 0.52%CBMH-15R. 919.00I. 915.65 (W)I. 915.55 (E)I. 915.65 (N)CBMH-14R. 917.35I. 914.00 (W)I. 913.90 (E)I. 914.00 (N)EX. 18" CMPLINE TABLELINE #L1L2LENGTH (FT)28.481168.32DIRECTIONS49° 00' 31"EN89° 59' 52"ECURVE TABLESEGMENTC1LENGTH (FT)160.98RADIUS225.0DELTA040°59'37"PLOTTED: COMM. NO.DRAWING NO.---- 1906565TH ST. NEROADCONSTRUCTION13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/20260 30' 60'N65TH ST NE -STORM SEWERAND STREETPLAN & PROFILE0+00 TO 8+50C1LEGENDPROPERTY LIMITSEXISTING RIGHT OF WAYEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR20' DRAINAGE & UTILITYEASEMENTDELINEATED WETLANDPROPOSED CONCRETE C&GPROPOSED STORM SEWERSTRUCTUREPROPOSED BITUMINOUSPAVEMENT96696591691565TH ST NESCALE:1PLAN VIEW: 65TH ST NE - 0+00 TO 8+501"=30'SCALE:2PROFILE VIEW: 65TH ST NE - 0+00 TO 8+501"=30' HORIZONTAL 1"=5' VERTICALQUEENS AVE. NEMATCHLINE - SEE SHEET C2MATCHLINE - SEE SHEET C2CONSTRUCTION LIMITS (TYP.)KEYNOTESEXTEND EXISTING 18IN. CMP PIPE APPROX. 20FEET & MAINTAIN EXISTING DRAINAGE.1I. 916.51
917916918FES-11I. 911.55CBMH-12CBMH-1345 LF 12" HDPE @ 0.80%45 LF 12" HDPE @ 0.80%CB-18R. 915.33I. 912.33 (12" OUT)CB-19R. 915.70I. 912.70 (12" OUT)29 LF 21" RCP @ 0.63%EX STMH-109R 914.51EX FES-903INV 912.00EX STMH-107R 917.82EX FES-904INV 912.009+0010+0011+0012+0013+0013+800.55%1.18%EX STMH-108R 915.25LP 915.83ME 917.69ME 917.46905910915920925930918.83918.89+00918.40918.4917.80917.810+00917.18917.2916.54916.511+00916.25916.2916.21916.212+00916.54916.5917.04917.013+00917.56917.6917.79917.813+80-0.55%1.17%PVIS: 13+75.38PVIE: 917.75PVI STA = 12+00.00PVI ELEV = 915.70A.D. = 1.72%K = 43.6075.00' VCBVCS: 11+62.50BVCE: 915.91EVCS: 12+37.50EVCE: 916.14LOW PT. STA = 11+86.48LOW PT ELEV = 915.841.17%300 LF 15" HDPE ST @ 0.52%79 LF 18" HDPE ST @ 0.52%CBMH-13R. 915.70I. 912.35 (W)I. 912.35 (N)I. 912.25 (E)CBMH-12R. 915.33I. 911.98 (N)I. 911.83 (W)I. 911.73 (SE)EX. 18" CMP STLINE TABLELINE #L2LENGTH (FT)1168.32DIRECTIONN89° 59' 52"EPLOTTED: COMM. NO.DRAWING NO.---- 1906565TH ST. NEROADCONSTRUCTION13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/202665TH ST NE -STORM SEWERAND STREETPLAN & PROFILE8+50 TO 13+80C265TH ST NE0 30' 60'NSCALE:1PLAN VIEW: 65TH ST NE - 8+50 TO 13+801"=30'SCALE:2PROFILE VIEW: 65TH ST NE - 8+50 TO 13+801"=30' HORIZONTAL 1"=5' VERTICALLEGENDPROPERTY LIMITSEXISTING RIGHT OF WAYEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR20' DRAINAGE & UTILITYEASEMENTDELINEATED WETLANDPROPOSED CONCRETE C&GPROPOSED STORM SEWERSTRUCTUREPROPOSED BITUMINOUSPAVEMENT966965916915MATCHLINE - SEE SHEET C1MATCHLINE - SEE SHEET C1WETLAND 7CONSTRUCTION LIMITS (TYP.)TAPER NEW GRAVELTO MATCH EXISTINGKEYNOTESEXTEND EXISTING 18IN. CMP PIPE APPROX. 15FEET & MAINTAIN EXISTING DRAINAGE &INVERT @ 911.7±.EXTEND EXISTING 18IN. CMP PIPE APPROX. 10FEET & MAINTAIN EXISTING DRAINAGE &INVERT @ 911.7±.1212
9190+001+002+003+004+005+006+007+008+00916918PROPERTY LINE9189+0010+0011+0012+0013+0013+80PLOTTED: COMM. NO.DRAWING NO.---- 1906565TH ST. NEROADCONSTRUCTION13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/20260 30' 60'N65TH ST NE -EROSIONCONTROL PLANC3LEGENDPROPERTY LIMITSEXISTING RIGHT OF WAYEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR20' DRAINAGE & UTILITYEASEMENTDELINEATED WETLANDPROPOSED CONCRETE C&GPROPOSED STORM SEWERSTRUCTUREPROPOSED BITUMINOUSPAVEMENTSILT FENCEINLET PROTECTIONROCK CONSTRUCTIONENTRANCE96696591691565TH ST NESCALE:1EROSION CONTROL PLAN: 65TH ST NE - 0+00 TO 8+501"=30'SCALE:2EROSION CONTROL PLAN: 65TH ST NE - 8+50 TO 13+801"=30'QUEENS AVE. NEMATCHLINE - SEE 2/C3MATCHLINE - SEE 1/C3CONSTRUCTION LIMITS (TYP.)KEYNOTESINLET PROTECTION (TYP.)ROCK CONSTRUCTION ENTRANCESINGLE ROW SILT FENCE (TYP.)1231111332
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026CIVIL DETAILS - 1C4
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026CIVIL DETAILS - 2C56" CLASS 5 AGGREGATE BASE (100% CRUSHED GRAVEL)2" BITUMINOUS NONWEAR SPEC. 2360 LVNW35030B2.5" BITUMINOUS NONWEAR SPEC. 2360 LVNW35030B2" BITUMINOUS WEAR SPEC. 2360 MVWE45030C12" CLASS 3 AGGREGATE SUB-BASE (SAND)GEOTEXTILE FABRICSCALE:265TH STREET NE PAVEMENT SECTIONN.T.S.SCALE:1STORM SEWER STRUCTURE SCHEDULEN.T.S.STORM STRUCTURE SCHEDULESTRUCTURENUMBERSIZECASTING (NEENAHOR APPROVEDEQUAL)FES-11 21" RCPCBMH-12 48" ROUNDR-3067-VCBMH-13 48" ROUND R-3067-VCBMH-14 48" ROUND R-3067-VCBMH-15 48" ROUNDR-3067-VCBMH-16 48" ROUNDR-3067-VCB-172'X3' R-3067-VCB-18 2'X3' R-3067-VCB-19 2'X3' R-3067-VCB-202'X3' R-3067-VCB-212'X3' R-3067-V
922920918916919921917917917919921917916911909907906910912915916 9089169169169169139169189169169149159169179179139159 15PROPERTY LINEPROPERTY LINE900905905910905900911910902903907912910906909908914PROPERTY LINE916930925920915925920920918920918922911912920925920917927202000006Gd006Gi555553Gd25922229999553Gi277772792992999995516Pb20000002231Pb91891919199919 5Gd2222222211115555555Gi99PbPLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:CCBJSBJSAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LICENSE NO.CURT CLAEYS, PLA456135/15/2026PLANTING PLANL165TH ST NEQUEENS AVE NE6400 QUEENS AVENUE(EXISTING BUILDING)DELINEATEDWETLAND (TYP)DELINEATEDWETLAND(TYP)EXISTING PROPERTYBOUNDARYEPHEMERAL STREAMEX. POND P-1EX. POND P-2WETLAND #4WETLAND #5WETLAND #6WETLAND #8WETLAND #7WETLAND #9EXISTING OUTDOORSTORAGE AREAPROPOSED OUTDOORSTORAGE AREAEXISTING 6FTCOMPOSITE BOARDSCREENING FENCEEXISTING EDGEOF GRAVELSCALE:1PLANTING PLAN - OVERALL - TREES & GROUNDCOVER 1" = 100'0 100' 200'NPROPERTY LINECONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURNATIVE AREA SEEDMnDOT MIX: SOUTHERNTALLGRASS ROADSIDE (STR)WET AREA SEEDMnDOT MIX: WET DITCH (WD)FILTRATION BED FILTER MIX,SEE CIVIL9669651. TEMPORARY IRRIGATION NOTES ON SHEET L2.2. TOPSOIL AND SEEDING NOTES ON SHEET L2.3. EXISTING SIGNIFICANT TREES SHALL BE PROTECTED IF IMPACTS FROMCONSTRUCTION ARE IMMINENT. TREE PROTECTION DETAIL ON SHEET L3.4. SEE CIVIL SHEETS FOR GRADING, UTILITY, AND FILTRATION BENCH DETAILS.SHEET NOTES:PLANTING PLAN LEGENDNATIVE SEED AREAWET SEED AREAWET POND,SEE CIVILFILTRATION BENCH,SEE CIVILWET SEED AREA(WHERE GRADEIS RESTOREDBELOW FES)NOTE: REQUIREMENTS APPLICABLE TO THIS SITE (I-1 ZONING) ARE LISTED BELOWLANDSCAPE CODE REQUIREMENTS:NATIVE SEED ALONG IMPROVED ROADREQUIREMENTPROPOSEDDESIGN:ALL AREAS WITHIN THE PROPERTY LINES (OR BEYOND, IF SIDEGRADING EXTENDS BEYOND) SHALL BE TREATED. ALL EXTERIORAREAS NOT PAVED OR DESIGNATED AS DRIVES, PARKING ORSTORAGE, MUST BE PLANTED INTO ORNAMENTAL VEGETATION(LAWNS, GROUND COVERS OR SHRUBS) UNLESS OTHERWISEAPPROVED BY THE ZONING ADMINISTRATOR.ALL DISTURBED AREAS NOT PAVED WILL BE SEEDED WITHNATIVE MIXES.PLANT SPACING & SIZING:PLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSERTHAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE.PROPOSED DECIDUOUS TREE CENTERS ARE LOCATED FIVEFEET (5') FROM THE PROPERTY LINE.SHADE TREES (B&B) SHALL BE A MIN. OF 2" DBH.PROPOSED DECIDUOUS TREES ARE 2" DBH.SCREENING:OPEN AND OUTDOOR STORAGE AREA IS LANDSCAPED, FENCED,AND SCREENED FROM VIEW OF NEIGHBORING USES ANDABUTTING R DISTRICTS.SCREENING REQUIREMENTS WILL BE MET BY THECOMBINATION OF PROPOSED EARTHEN BERMS, COMPOSITEFENCING, AND TREE SCREENING PLANTINGS.STORAGE IS LANDSCAPED AND SCREENED FROM VIEW FROM THEPUBLIC RIGHT-OF-WAY.PLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSERTHAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE,AND SHALL NOT CONFLICT WITH PUBLIC PLANTINGS, SIDEWALKS,TRAILS, ETC.ROWS OF EVERGREEN TREES INTENDED FOR SCREENINGARE SPACED FIFTEEN FEET (15') APART AND STAGGERED.DECIDUOUS TREES INTENDED FOR SCREENING ARE SPACEDFOURTY FEET (40') APART. ALL SCREENING PLANTS ARELOCATED MORE THAN THREE FEET (3') FROM FENCE LINESAND PROPERTY LINES.LANDSCAPE SCREEN PLANT MATERIAL SHALL BE PLANTED IN TWO(2) OR MORE ROWS. PLANTINGS SHALL BE STAGGERED IN ROWSUNLESS OTHERWISE APPROVED BY THE ZONING ADMINISTRATOR.DECIDUOUS TREES INTENDED FOR SCREENING SHALL BEPLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREENTREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORETHAN FIFTEEN FEET (15') APART.TREE PRESERVATION:PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR ALL NEWAND/OR EXPANDED MULTIPLE-FAMILY RESIDENTIAL, COMMERCIAL,INDUSTRIAL AND INSTITUTIONAL USES, A TREE PRESERVATIONPLAN SHALL BE SUBMITTED. THE PLAN AND ITS IMPLEMENTATIONSHALL BE IN ACCORDANCE WITH THE CITY'S ADOPTED TREEPRESERVATION GUIDELINES AND REQUIREMENTS AS OUTLINED INTHE SUBDIVISION ORDINANCE, AS MAY BE AMENDED, AND SHALLBE SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEERAND ZONING ADMINISTRATOR. THE ZONING ADMINISTRATOR MAYEXEMPT AN APPLICANT FROM THE SUBMISSION OF A TREEPRESERVATION PLAN UPON DEMONSTRATION THAT A TREEPRESERVATION PLAN IS NOT CONSIDERED RELEVANT TO THESITE IN QUESTION.NO SIGNIFICANT TREES ARE ANTICIPATED TO BE IMPACTEDBY CONSTRUCTION ACTIVITIES. ONE EXISTING TREE (~2"DBH) EXISTS NEAR THE EDGE OF THE LIMITS OFDISTURBANCE. TREE PROTECTION MEASURES WILL BETAKEN TO REDUCE IMPACT TO EXISTING TREE.EXISTING TREES TO REMAIN TOEXTENTS POSSIBLE, SEE TREEPROTECTION DETAIL 3/L3.TRANSPLANT EXISTING TREES WITHIN LIMITSOF DISTURBANCE TO FINISHED GRADENATIVE SEED AREASYMBOLCODEQTYCOMMON / BOTANICAL NAMECONT.SIZEDECIDUOUS TREESGi14SKYLINE® HONEY LOCUSTGLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'B&B2" CAL.Gd14KENTUCKY COFFEETREEGYMNOCLADUS DIOICUS 'ESPRESSO'B&B2" CAL.EVERGREEN TREESPb56BLACK HILLS SPRUCEPICEA GLAUCA DENSATAB&B 4` HT.PLANT SCHEDULEPROPOSED 6FT COMPOSITEBOARD SCREENING FENCE(DETAIL PROVIDED BY OWNER)
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:CCBJSBJSAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LICENSE NO.CURT CLAEYS, PLA456135/15/2026PLANTINGNOTESL21. THE REQUIRED WORK SHALL CONSIST OF CONTINUOUSLY CONDUCTING OPERATIONS AND MAINTENANCE FOR AWARRANTY PERIOD ESTABLISHED FOR 1 YEAR AFTER THE INSTALLATION HAS BEEN ACCEPTANCE BY THE OWNER. THEWORK INCLUDES:1.1. ESTABLISHMENT OF BALLED AND BURLAPPED AND CONTAINER PLANT MATERIAL AND SEEDED AREAS1.1.1. INCLUDING PEST CONTROL, FERTILIZING AND FUNGICIDAL TREATMENTS1.2. REGULAR WATERING SCHEDULINGS FOR ALL PLANT MATERIAL AND SEEDING1.3. TEMPORARY IRRIGATION SYSTEM OPERATION AND MAINTENANCE1.4. REMOVAL OF ALL WEEDS WITHIN THE PROJECT AREA BY METHODS AGREED BY THE OWNER (POST/PRE HERBICIDETREATMENT, HAND OR MECHANICAL REMOVAL)1.5. MAINTENANCE OF MISCELLANEOUS ITEMS (EROSION CONTROL PRODUCTS, REPAIRS FROM EROSION)2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ON-SITE REVIEW MEETINGS WITH THE OWNER DURING THE PLANTESTABLISHMENT PERIOD TO IDENTIFY OPERATIONS AND MAINTENANCE TO BE EXECUTED MONTHLY.3. PLANT MATERIAL DEEMED TO BE REPLACED AT THE END OF PLANT ESTABLISHMENT PERIOD SHALL BE EXECUTED WITHIN2 WEEKS (14 DAYS) PRESENTING LESS THE FOLLOWING SURVIVORSHIP:3.1. BALLED AND BURLAPPED PLANT MATERIAL: 75%3.2. SEEDED AREAS: 90% (<10% BARE SOIL)4. REPLACEMENT PLANTS, SEED SHALL BE OF THE SAME SPECIES AND SIZE AS ORIGINALLY SPECIFIED ON THE DRAWINGS,UNLESS THE OWNER DETERMINES THAT SUBSTITUTIONS OF ANOTHER SPECIES OR SIZE SHALL BE MADE.PLANT ESTABLISHMENT NOTES1. LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO BECOME COMPLETELYFAMILIAR WITH SITE CONDITIONS.2. ALL ROUGH AND FINISH GRADING TO BE DONE BY OTHERS.3. NO PLANTING SHALL BE INSTALLED UNTIL ALL GRADING, BUILDING, CONSTRUCTION, UTILITY WORK & IRRIGATION (IFAPPLICABLE) HAS BEEN COMPLETED IN THE AREAS TO BE PLANTED.4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC., ONTHE PROPERTY.5. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER OF PLANTSSHOWN IN THE PLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE PRECEDENCE.6. ALL PROPOSED PLANT MATERIAL SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLAN. IF THE CONTRACTORBELIEVES AN ERROR HAS BEEN MADE REGARDING SPACING OR LOCATION OF THE PLANT MATERIAL INDICATED ON THEPLAN, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.7. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCE OF THE PLANT MATERIAL (WATERING, SPRAYING,FERTILIZING, MOWING, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED, BY THE OWNER.8. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO PROPERTY DAMAGE FROM PLANTING OPERATIONS AT NO COSTTO THE OWNER.9. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE CALENDAR YEAR STARTING FROM THEDATE OF ACCEPTANCE ESTABLISHED BY THE OWNER.10. THE CONTRACTOR SHALL MEET WITH THE OWNER OR OWNERS REPRESENTATIVE ON SITE WHEN THEY FEEL THE PROJECTIS COMPLETE ACCORDING TO THE CONTRACT DOCUMENTS. IF ALL WORK IS SATISFACTORY AND COMPLETE ACCORDINGTO THE CONDITIONS OF THE CONTRACT DOCUMENTS, THEN THE OWNER MUST DECLARE THE PROJECT COMPLETE. THISDECLARATION WILL CONSTITUTE AS THE BEGINNING OF THE ONE (1) YEAR WARRANTEE PERIOD FOR ALL PLANT MATERIAL.THE OWNER SHALL PROVIDE A LETTER WITH SIGNATURE STATING THE DATE OF ACCEPTANCE.11. WIND BURN OR OTHERWISE DAMAGED PLANT MATERIAL WILL NOT BE ACCEPTED.12. CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USING APPROPRIATE SIZE TREE SPADE FOR B & B WITHOWNER APPROVAL.13. THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, SCREWS, WIRES, ETC. TO PENETRATE THE OUTER SURFACE OFTHE TREES.14. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL TREE STAKES, GUYS, STRAPS AND TRUNKPROTECTION MEASURES FOLLOWING THE COMPLETION OF THE WARRANTEE PERIOD OR AS DIRECTED BY THE OWNER.15. LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER WITH MAINTENANCE INFORMATION DURING THEGUARANTEE PERIOD RELATING TO WATERING, FERTILIZING, PRUNING, PEST CONTROL, AND RELATED ITEMS. THIS WILL BEPREPARED AND DELIVERED TO THE OWNER AFTER PROVISIONAL INSPECTION APPROVAL HAS BEEN GIVEN BY THE OWNERAND/OR LANDSCAPE ARCHITECT.16. INSTALL CORRUGATED PLASTIC TREE GUARDS, WHITE IN COLOR, WITH THE SIZE OF TUBE 1" DIA. (MIN.) LARGER THAN THECALIPER OF THE TREE TO BE PROTECTED.17. 3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLED UNDER ALL TREES.18. CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT 6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUNDLEVEL FOR LARGER SIZES.19. FOR BALLED & BURLAP PLANT MATERIAL, REMOVE THE TOP HALF OF THE BURLAP FROM THE ROOT BALL. WIRE CAGES,STRAPS, ETC. SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL BEFORE INSTALLATION.20. LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL NURSERY GROWN PLANT MATERIAL CONFORMING TO THEREQUIREMENTS AND RECOMMENDATIONS OF THE LATEST EDITION OF ANSI Z60.1 STANDARDS UNLESS OTHERWISE NOTEDIN THE PLANS OR SPECIFICATIONS.GENERAL LANDSCAPE NOTES1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY WATERINGS TO KEEP ALL NATIVE SEEDEDAREAS GROWING IN A HEALTHY CONDITION FOR THE EXTENTS OF ONE (1) YEAR AFTER INSTALLATION AND APPROVAL BYOWNER. ANY SEEDED AREAS THAT DIE OR SHOW FATIGUE DUE TO INSUFFICIENT CARE WITHIN ONE (1) YEAR AFTERINSTALLATION SHALL BE OVERSEEDED BY THE CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. OVERSEEDING, IFAPPLICABLE, SHALL BE THE SAME MIX AND RATE AS ORIGINALLY INSTALLED.2. A WATERING SCHEDULE FOR THE SEEDED AREAS FOR THE LENGTH OF THE ONE (1) YEAR AFTER THE INSTALLATION SHALLBE SUBMITTED WITH BID.3. THE WATER SOURCE FOR WATERING OF THE SEEDED AREAS SHALL BE PROVIDED BY THE CONTRACTOR. SUBMIT ADEDUCT ITEM IN BID FOR OWNER PROVIDED WATER SOURCE.4. B&B TREES SHALL RECEIVE A WATERING BAG FOR THE LENGTH OF ONE (1) YEAR AFTER INSTALLATION AND BE FILLEDEVERY WEEK DURING THE GROWING SEASON. WATERING BAG SHALL BE TREEGATOR (OR APPROVED EQUAL). INSTALLACCORDING TO MANUFACTURERS RECOMMENDATIONS.TEMPORARY IRRIGATION NOTES
PLOTTED: COMM. NO.DRAWING NO.---- 190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:CCBJSBJSAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO. DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LICENSE NO.CURT CLAEYS, PLA456135/15/2026PLANTINGDETAILSL33TREE PROTECTION DETAILNTS4'-0"EQEQZONE A:DIA=1/2XZONE B:DIA=XZONE C:DIA=2XPLAN VIEWELEVATION VIEW"DRIPLINE"FENCING/ROOT PROTECTION6' HIGH CHAIN LINK FENCING SHALL BEPROVIDED AND MAINTANED AT THE DRIPLINEOF EACH TREE OR AROUND A GROUP OFTREES AT THE DRIPLINE OF OUTSIDE TREES.THE ENGINEER'S APPROVAL IS REQUIREDFOR USE/ACCESS WITHIN ZONE B.PERMISSION FOR USE/ACCESS REQUIRESSURFACE PROTECTION FOR ALL UNFENCED,UNPAVED SURFACES WITHIN ZONE B AT ALLTIMES.* SURFACE PROTECTION MEASURES1. MULCH LAYER, @ 6"-8"DEPTH2. 3/4" PLYWOOD3. STEEL PLATESXTRENCHING / EXCAVATIONZONE A (CRITICAL ROOT ZONE)[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]1. NO DISTURBANCE ALLOWED WITHOUTSITE-SPECIFIC INSPECTION AND APPROVAL OFMETHODS TO MINIMIZE ROOT DAMAGE2. SEVERANCE OF ROOTS LARGER THAN 2 INCHESIN DIAMETER REQUIRES AN ENGINEER'SAPPROVAL3. TUNNELLING REQUIRED TO INSTALL LINES 3FEET BELOW GRADE OR DEEPERZONE B (DRIPLINE (DEFINE))[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]1. OPERATION OF HEAVY EQUIPMENT AND/ORSTOCKPILING OF MATERIALS SUBJECT TO(SPECIFY INDIVIDUAL) APPROVAL2. SURFACE PROTECTION MEASURES REQUIREDTRENCHING ALLOWED AS FOLLOWS:- EXCAVATION BY HAND OR WITH HAND-DRIVENTRENCHER MAY BE REQUIRED- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A(CRITICAL ROOT ZONE) MAINTAIN 2/3 OR MOREOF ZONE B (DRIPLINE) IN UNDISTURBEDCONDITION3. TUNNELLING MAY BE REQUIRED FOR TRENCHESDEEPER THAN 3 FOOT4.USE OF PNEUMATIC AIR WAND AND EXCAVATIONMAY BE CONSIDERED WHERE THE TRENCHDEPTH DOES NOT EXCEED 4 FEETZONE C (ABSORBING ROOT ZONE)[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]1. OPERATION OF HEAVY EQUIPMENT AND ORSTOCKPILING OF MATERIALS SUBJECT TO(SPECIFY INDIVIDUAL) APPROVAL2. SURFACE PROTECTION MEASURES MAY BEREQUIRED AND IS TO BE DETERMINED BY(SPECIFY INDIVIDUAL)TRENCHING WITH HEAVY EQUIPMENT ALLOWEDAS FOLLOWS:- MINIMIZE TRENCH WIDTH- MAINTAIN 2/3 OR MORE OF ZONE C INUNDISTURBED CONDITION- OR AS SPECIFIED BY (SPECIFY INDIVIDUAL)"DRIPLINE"NOTE:-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGSAREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESSIDENTIFIED OTHERWISE.PLAN VIEWNOT TO SCALE3X ROOTBALL DIA.3x ROOTBALL DIA.12"-18"NOTE:-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPEPLANTINGS AREAS AND UNDER TREES ISOLATED FROMPLANTING AREAS UNLESS IDENTIFIED OTHERWISE.-MULTI-STEM TREES SHALL NOT RECEIVE STAKING.THEY SHALL CONFORM TO ALL OTHER DECIDUOUSTREE PLANTING REQUIREMENTS.PLAN VIEWNOT TO SCALE3X ROOTBALL DIA.1DECIDUOUS TREE PLANTING (ON SLOPE) DETAILNTSFINISHED GRADE3" DEPTH WOOD MULCHSINGLE STRAIGHT LEADERCENTER TREE IN HOLE, UPRIGHTAFTER EXPOSING TREE ROOT FLAIR, PLANT SOROOT FLAIR IS ADJACENT TO FINISH GRADE(3) TREE AUGUR STEEL ANCHORS. SECURE TOTREE WITH ANTI-CHAFFING MATERIAL. ALLOWFOR MOVEMENT OF TREE (EQUALLY SPACED).WOOD MULCH(3) TREE AUGUR STEELANCHORS. SECURE TO TREEWITH ANTI-CHAFFINGMATERIAL. ALLOW FORMOVEMENT OF TREE(EQUALLY SPACED).MULCH TO BE HELD BACK 3" FROMBASE OF ALL PLANT MATERIALORIGINAL SLOPEORIGINAL SLOPEUNDISTURBED OR COMPACTED SOILPLANTING SOILMOUND MIN. 12"REMOVE BURLAP, TWINE, ROPE ANDWIRE FROM ROOTBALL6' MIN. DIA. EARTH SAUCER3" HEIGHT TAMPED WATER BASIN ATEDGE OF EARTH SAUCERFERTILIZER PLANT TABORIGINAL SLOPECENTER TREE IN HOLE, UPRIGHTSINGLE STRAIGHT LEADERTREE TIE SECURED TO STAKE. SECURE TOTREE WITH ANTI-CHAFFING MATERIAL.ALLOW FOR MOVEMENT OF TREE.WRAP TREE WITH TREE WRAPPINGMATERIAL AS SPECIFIED TO 1ST BRANCH(3) TREE STAKES DRIVEN A MIN. 2'BELOW GRADE (EQUALLY SPACED)3" DEPTH WOOD MULCHPLANTING SOILMOUND MIN. 12"AFTER EXPOSING TREE ROOTFLAIR, PLANT SO ROOT FLAIR ISADJACENT TO FINISH GRADETREE TIE SECURED TOSTAKE. SECURE TO TREEWITH ANTI-CHAFFINGMATERIAL. ALLOW FORMOVEMENT OF TREE.(3) TREE STAKES DRIVEN A MIN. 2'BELOW GRADE (EQUALLY SPACED)WOOD MULCHFERTILIZER PLANT TABMULCH SHALL BE HELD BACK 3"FROM BASE OF ALL PLANT MATERIAL6' MIN. DIA. EARTH SAUCER3" HEIGHT TAMPED WATER BASIN ATEDGE OF EARTH SAUCERFINISHED GRADEREMOVE BURLAP, TWINE, ROPE ANDWIRE FROM ROOTBALLUNDISTURBED OR COMPACTED SOILFERTILIZER PLANT TABORIGINAL SLOPETREEGATOR WATERING BAG (OR APPROVED EQUAL)TREEGATOR WATERING BAG (OR APPROVED EQUAL)FERTILIZER PLANT TAB2CONIFEROUS TREE PLANTING (ON SLOPE) DETAILNTS
OTSEGO PLANNING COMMISSION MEETING
OTSEGO PRAIRIE CENTER
May 18, 2026
7:00 PM
Call to Order:
Chair Alan Offerman called the meeting to order at 7:00 p.m.
Roll Call: Chair Alan Offerman, Vice Chair Aaron Stritesky, Commissioners, Charles Foster, Tracy
Kincanon, Jill Metzger, and Laurie Jones.
Also Present: Councilmember Dunlap and Mayor Stockamp
Staff: City Planner Daniel Licht and Deputy Clerk Katie Kalland
1. Announcements
City Planner Licht noted additional handouts located on the dais for the commission related to
Item 3.1.
2. Consider the Following Minutes
2.1 April 6, 2026, Planning Commission Meeting
Commissioner Kincanon motioned to approve April 6, 2026, minutes as written. Seconded by
Commissioner Metzger. All in favor. Motion carried 6-0.
3. Public Hearing Items
3.1 Endeavor Investments XII LLC; Vacation of drainage and utility easements,
Preliminary and Final Plat, Interim Use Permit
City Planner Licht gave the planning report.
Evan Mattson, applicant, Endeavor Investments XII was present and agreed with the planning
report with additional comments. Mr. Mattson proposed installing a taller berm in lieu of a 7-
foot fence as recommended by City staff or some combination increased berm, plantings and a
fence for a more natural look. Mr. Mattson also stated that the operation is requesting
operations on the property 24 hours a day.
Chair Offerman opened the public hearing at 7:20 p.m.
Noah Barka, 16580 62nd ST NE, spoke against the proposed expansion of the building noting
concern with the outdoor storage use reading the comments he had provided prior to the
meeting with additional notes.
Nathan Anderson, 16780 65th ST NE, spoke against the proposed expansion of the building. Mr.
Anderson expressed concern about the noise and the conditions of 65th Street due to semi-
tractor/trailer traffic.
MINUTES OF OTSEGO PLANNING COMMISSION
May 18, 2026
Page 2 of 5
Brian Hoffman, 16742 62nd ST NE, expressed concern about the potential noise level of outdoor
equipment.
Brandon Halberstadt, 16814 62nd ST NE, expressed concern regarding local wildlife and inquired
whether an environmental assessment had been conducted.
Chair Offerman closed the public hearing at 7:30 p.m.
City Planner Licht stated that when the property was initially reviewed for development an
environmental assessment took place and found no potential concerns.
Mr. Mattson acknowledged that a 6-foot fence would not be sufficient, which is why a
combination of a berm and fence is proposed. Mr. Mattson further explained that the business
will operate as a warehouse/office facility rather than as a trucking company in comparision to
R+L Carriers nearby. Mr. Mattson noted outdoor storage would consist of residential building
materials stacked up to 12- feet high.
Commissioner Jones asked if any manufacturing would occur inside the building. Mr. Mattson
stated that no manufacturing would take place.
Commissioner Jones asked whether the backup noise from equipment used outdoors could be
regulated. City Planner Licht stated that a condition could be added regarding equipment kept
onsite to require alternative reverse alarms as allowed by OSHA.
Chair Offerman asked about screening requirements for other industrial developments in the
City and how those developments were addressed. City Planner Licht noted that when R+L
Carriers and Kwik Trip each developed, a 14-foot fence was installed.
Commissioner Kincanon asked if trees will be removed from the property. City Planner Licht
answered no as the property was initially graded with building expansion in mind. Mr. Mattson
stated they will be planting approximately 100 additional trees on the property.
Commissioner Jones asked about the operating shifts for the building. Mr. Mattson stated that
the building will operate with two shifts and that the site will require 24-hour access to the
outdoor storage area.
Chair Offerman would like to see taller fencing or a berm, as well as the substitution of hardier
tree species in place of the proposed landscaping.
Discussion followed between the Planning Commission, City staff, and Mr. Mattson regarding
the proposed berm, landscaping options, and site elevations along 65th Street and south of the
outdoor storage area.
MINUTES OF OTSEGO PLANNING COMMISSION
May 18, 2026
Page 3 of 5
Commissioner Jones proposed amending the conditons of approval to require enhancement of
screening through combination of the berm, landscaping, and fences along the north and south
sides of the outdoor storage area.
Commissioner Stritesky motioned to recommend approval of a preliminary plat for Jacobs
Plat Second Addition and an Interim Use Permit for Lot 1, Block 1, Jacobs Plat Second
Addition, subject to the conditions listed on the May 15 planning report amended as follows:
4.c. The following additional screening shall be required, subject to review and
approval of the Zoning Administrator:
(1) The yard between 65th Street and the outdoor storage area shall be screened
to a minimum height of 14 feet, measured at the back of curb of 65th Street,
with a combination of berms, plantings, and fences.
(2) A fence shall be constructed to a minimum height of 14 feet along the south
line the full width of the outdoor storage area.
14. All on-site equipment (e.g, forklifts) shall be equipped only with a reverse signal
alarm that utilizes an alternative to a single-tone type that complies with
Occupational Safety and Health Administration regulations.
Seconded by Foster. All in favor. Motion carried 6-0.
3.2 The Towers LLC; Conditional Use Permit
City Planner Licht gave the planning report.
Ryan Streff, applicant, The Towers LLC, was present and agreed with the planning report.
Chair Offerman opened the public hearing at 8:25 p.m.
Stewart Turnquist, 11020 95th ST NE, expressed concern regarding the potential impact on
trumpeter swans and their flight paths.
Chair Offerman closed the public hearing at 7:29 p.m.
Commissioner Metzger asked whether a roundabout is proposed at the County Road 19/38
intersection. City Planner Licht stated that one is proposed for construction in 2029.
City Planner Licht stated that the City is obligated to approve antennas that are demonstrated
address the service coverage deficiencies. City Planner Licht said that in response to the
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2026-42
APPROVING PRELIMINARY PLAT FOR JACOBS PLAT SECOND ADDITION
AND ADOPTING FINDINGS OF FACT AND APPROVING AN INTERIM USE PERMIT FOR
LOT 1 BLOCK 1 JACOBS PLAT SECOND ADDITION
WHEREAS, Endeavor Investments XII, LLC (“Developer”) has submitted application for a Preliminary Plat for a subdivision to
be known as Jacobs Plat Second Addition; and
WHEREAS, the Developer has submitted an application for an Interim Use Permit to allow accessory outdoor storage upon
Lot 1, Block 1, Jacobs Plat Second Addition; and
WHEREAS, the legal description of the Property (“Property”) is attached as Exhibit A; and
WHEREAS, the Property is within the East Sewer District and guided for future Industrial land uses by the 2023 Comprehensive
Plan; and
WHEREAS, the Property is zoned I-1, Limited Industrial District; accessory outdoor storage is allowed as an interim use within
the I-1 District; and
WHEREAS, applications for preliminary plat approval are processed in accordance with the provisions of Section 10-5-2 of the
Subdivision Ordinance; and
WHEREAS, applications for an Interim Use Permit are processed in accordance with the provisions of Section 10-5-2 of the
Zoning Ordinance; and
WHEREAS, the City Council must take into consideration the possible effects of the proposed interim use with their
judgment based upon (but not limited to) the criteria outlined in Section 11-5-2.F the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan.
Finding: The subject property is guided by the Comprehensive Plan for light industrial land uses. This land use is
planned to encourage location of businesses with larger, high quality buildings and employment opportunities. The
proposed change in occupancy, to which the requested outdoor storage is an accessory use, will result in creation
of more than 100 jobs. The existing and proposed use of the property is consistent with the goals and policies of
the Comprehensive Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The existing and proposed use of the subject property is characteristic of the industrial uses developed to
the west within the Gateway North Industrial Park. Additional development of this type is planned to the north.
The primary compatibility concern with any industrial use of the subject is with the residential neighborhoods to
the south, which is addressed through site design, landscaping, and screening.
2
3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other
provisions of the City Code.
Finding: The proposed preliminary plat and accessory outdoor storage use complies with the requirements of the
Zoning Ordinance.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the property.
Finding: The subject property abuts Queens Avenue on the east and 65th Street to the north. Queens Avenue is an
improved Industrial/Commercial Major Collector Street in accordance with the Transportation Plan of the 2023
Comprehensive Plan. The Transportation Plan designates 65th Street as an Industrial/Commercial Major Collector
Street. The Jacobs Plat provided for dedication of all right-of-way necessary for Queens Avenue and 65th Street.
The proposed preliminary plat includes improvement of 65th Street abutting Lot 1, Block 1 to an industrial street
standard. The streets serving the subject property have adequate capacity to accommodate the traffic generated
by the proposed use.
5. The proposed use can be accommodated by existing public services and facilities and will not overburden the
City's service capacity.
Finding: The subject property is located within the East Sewer District and is guided for industrial uses. The City
anticipates delivery and has in place necessary infrastructure and services to support the proposed use of the
subject property.
WHEREAS, the Planning Reports dated 15 May 2026 and 19 May 2026 prepared by the City Planner, The Planning Company
LLC, are incorporated herein.
WHEREAS, the Planning Commission conducted a public hearing at their regular meeting on 18 May 2026 to consider the
application, preceded by published and mailed notice; based upon review of the application and evidence received, the
public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the
request based on the aforementioned findings.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT the findings of fact
outlined herein are adopted and the applications for preliminary plat of the Jacobs Plat Second Addition and an Interim Use
Permit for Lot 1, Block 1, Jacobs Plat Second Addition are approved based upon the foregoing information and applicable
ordinances, subject to the following conditions:
1. The subject property shall be developed in accordance with the site and building plans submitted to the City
subject to the stipulations, limitations, and conditions as approved by the City Council in accordance with Section
11-9-4 of the Zoning Ordinance.
2. The Interim Use Permit allowing accessory outdoor storage shall terminate upon the happening of any of the
following events, whichever occurs first:
a. Upon violation of conditions under which the interim use permit was issued.
b. Upon change in the City's zoning regulations that renders the use nonconforming.
c. The redevelopment of the use and property upon which it is located to a permitted or conditional use as
allowed within the respective zoning district.
3
d. Upon the specific tenant for which the building material outdoor storage is an accessory use vacating the
property.
e. Upon a change in type, height, or other characteristics of the outdoor storage of building materials, as
determined by the City Council.
3. Final platting of any portion of Outlot A, Jacobs Plat or Outlot A, Jacobs Plat Second Additon as a lot/block or as
an expansion of an existing lot shall require that 65th Street be constructed as an Industrial/Commercial Major
Collector Street in compliance with Section 10-8-5.A.7 of the Subdivision Ordinance, unless the roadway has
already been improved to that standard.
4. Screening:
a. The landscape plan, including type of plantings, quantities, and sizes shall comply the requirements of
Section 11-19-3 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator.
b. The minimum height for coniferous trees to be planted for screening purposes shall be six feet measured
to the base of the leader.
c. The following additional screening shall be required, subject to review and approval of the Zoning
Administrator:
(1) The yard between 65th Street and the outdoor storage area shall be screened to a minimum height
of 14 feet, measured at the back of curb of 65th Street, with a combination of berms, plantings, and
fences.
(2) A fence shall be constructed to a minimum height of 14 feet along the south line the full width of
the outdoor storage area.
d. A fence permit shall be required prior to installation of any fences within the subject property, subject to
review and approval of the City Engineer.
5. The specifications for the outdoor storage area surface and curb are to be subject to review and approval of the
City Engineer.
6. Movement of building materials into, out of, or with the outdoor storage area shall be prohibited between the
hours of 10:00PM and 7:00AM each day.
7. All on-site equipment (e.g, forklifts) shall be equipped only with a reverse signal alarm that utilizes an alternative
to a single-tone type that complies with Occupational Safety and Health Administration regulations.
8. All exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of
the Zoning Administrator.
9. Waste or recycling shall be stored within the principal building or any outdoor storage of such containers shall
comply with the provisions of Section 11-18-4.C of the Zoning Ordinance, subject to review and approval of the
Zoning Administrator.
10. All signs upon the property shall comply with Chapter 37 of the Zoning Ordinance and require issuance of a sign
permit prior to installation, subject to review and approval of the Zoning Administrator.
4
11. All utility plans are subject to review and approval of the City Engineer.
12. The developer shall pay Utility Availability Charges for the proposed lot at the time of final plat approval based
upon the net increase in the area of Lot 1, Block 1 Jacobs Plat.
13. All grading, drainage, and erosion control plans and issues shall be subject to review and approval by the City
Engineer.
14. The developer shall pay Park Fees in lieu of land for the proposed lot at the time of final plat approval based upon
the net increase in the area of Lot 1, Block 1, Jacobs Plat.
(Remainder of page blank signatures follow)
5
ADOPTED by the Otsego City Council this 26th day of May, 2026.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk
EXHIBIT A
LEGAL DESCRIPTION
Lot 1, Block 1, Jacobs Plat and Outlot A, Jacobs Plat, Wright County, Minnesota
922920918916919
921
91
7
917917
919
921 917916 91190990790 6
9 1 0
9 1 2
9 1 5916
9 0 89169
1
6
916916913916
918
91691691491591691791791391591
5
PROPERTY LINE
PROPERTY LINE
9009059059109059009
1
1
9109029
0
3
9079129109069099
0
8
914
PROPERTY LINE916CO CO
CO
CO
CO920919
911
912
920
925
920
918
919920
924
918 920
924922
917918
933 930 928 925
920 915931
929 927
923920917
5
Gd
5
Aa
3
Gd
3
Aa
16
Pg
33
Pg
5
Gd
5
Aa
3
Pg
7
Pg
SYMBOL QTY COMMON / BOTANICAL NAME CONT.SIZE
DECIDUOUS TREES
14 AUTUMN BLAZE® FREEMAN MAPLE
ACER X FREEMANII 'JEFFERSRED'B&B 2 " CAL.
14 KENTUCKY COFFEETREE
GYMNOCLADUS DIOICUS 'ESPRESSO'B&B 2" CAL.
EVERGREEN TREES
59 WHITE SPRUCE
PICEA GLAUCA B&B 6` HT.PLOTTED:COMM. NO.
DRAWING NO.
----19065
6400 QUEENS AVE.
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
CCBJSBJS
APRIL 20, 2026
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
6400 QUEENS AVENUE
OTSEGO, MN 55330
ENDEAVOR
INVESTMENTS XII, LLC
PRELIMINARY PLANS
PRINT NAME:
SIGNATURE:
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE:LICENSE NO.
CURT CLAEYS, PLA
456135/15/2026
PLANTING PLAN
L1
65TH ST NE
QUEENS AVE NE6400 QUEENS AVENUE
(EXISTING BUILDING)
DELINEATED
WETLAND (TYP)
DELINEATED
WETLAND
(TYP)
EXISTING PROPERTY
BOUNDARY
EPHEMERAL STREAM
EX. POND P-1
EX. POND P-2
WETLAND #4
WETLAND #5
WETLAND #6
WETLAND #8
WETLAND #7
WETLAND #9
EXISTING OUTDOOR
STORAGE AREA
PROPOSED OUTDOOR
STORAGE AREA
EXISTING 6FT
COMPOSITE BOARD
SCREENING FENCE
EXISTING EDGE
OF GRAVEL
SCALE:1 PLANTING PLAN - OVERALL - TREES & GROUNDCOVER
1" = 100'
0 100'200'
N
PROPERTY LINE
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
NATIVE AREA SEED
MnDOT MIX: SOUTHERN
TALLGRASS ROADSIDE (STR)
WET AREA SEED
MnDOT MIX: WET DITCH (WD)
FILTRATION BED FILTER MIX,
SEE CIVIL
966
965
1.TEMPORARY IRRIGATION NOTES ON SHEET L2.
2.TOPSOIL AND SEEDING NOTES ON SHEET L2.
3.EXISTING SIGNIFICANT TREES SHALL BE PROTECTED IF IMPACTS FROM
CONSTRUCTION ARE IMMINENT. TREE PROTECTION DETAIL ON SHEET L3.
4.SEE CIVIL SHEETS FOR GRADING, UTILITY, AND FILTRATION BENCH DETAILS.
SHEET NOTES:PLANTING PLAN LEGEND
NATIVE SEED AREA
WET SEED AREA
WET POND,
SEE CIVIL
FILTRATION BENCH,
SEE CIVIL
WET SEED AREA
(WHERE GRADE
IS RESTORED
BELOW FES)
NOTE: REQUIREMENTS APPLICABLE TO THIS SITE (I-1 ZONING) ARE LISTED BELOW
LANDSCAPE CODE REQUIREMENTS:
NATIVE SEED ALONG IMPROVED ROAD
REQUIREMENT PROPOSED
DESIGN:
ALL AREAS WITHIN THE PROPERTY LINES (OR BEYOND, IF SIDE
GRADING EXTENDS BEYOND) SHALL BE TREATED. ALL EXTERIOR
AREAS NOT PAVED OR DESIGNATED AS DRIVES, PARKING OR
STORAGE, MUST BE PLANTED INTO ORNAMENTAL VEGETATION
(LAWNS, GROUND COVERS OR SHRUBS) UNLESS OTHERWISE
APPROVED BY THE ZONING ADMINISTRATOR.
ALL DISTURBED AREAS NOT PAVED WILL BE SEEDED WITH
NATIVE MIXES.
PLANT SPACING & SIZING:
PLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSER
THAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE.
PROPOSED DECIDUOUS TREE CENTERS ARE LOCATED FIVE
FEET (5') FROM THE PROPERTY LINE.
SHADE TREES (B&B) SHALL BE A MIN. OF 2" DBH.PROPOSED DECIDUOUS TREES ARE 2" DBH.
SCREENING:
OPEN AND OUTDOOR STORAGE AREA IS LANDSCAPED, FENCED,
AND SCREENED FROM VIEW OF NEIGHBORING USES AND
ABUTTING R DISTRICTS.SCREENING REQUIREMENTS WILL BE MET BY THE
COMBINATION OF PROPOSED EARTHEN BERMS, COMPOSITE
FENCING, AND TREE SCREENING PLANTINGS.STORAGE IS LANDSCAPED AND SCREENED FROM VIEW FROM THE
PUBLIC RIGHT-OF-WAY.
PLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSER
THAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE,
AND SHALL NOT CONFLICT WITH PUBLIC PLANTINGS, SIDEWALKS,
TRAILS, ETC.ROWS OF EVERGREEN TREES INTENDED FOR SCREENING
ARE SPACED FIFTEEN FEET (15') APART AND STAGGERED.
DECIDUOUS TREES INTENDED FOR SCREENING ARE SPACED
FOURTY FEET (40') APART. ALL SCREENING PLANTS ARE
LOCATED MORE THAN THREE FEET (3') FROM FENCE LINES
AND PROPERTY LINES.
LANDSCAPE SCREEN PLANT MATERIAL SHALL BE PLANTED IN TWO
(2) OR MORE ROWS. PLANTINGS SHALL BE STAGGERED IN ROWS
UNLESS OTHERWISE APPROVED BY THE ZONING ADMINISTRATOR.
DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE
PLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREEN
TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE
THAN FIFTEEN FEET (15') APART.
TREE PRESERVATION:
PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR ALL NEW
AND/OR EXPANDED MULTIPLE-FAMILY RESIDENTIAL, COMMERCIAL,
INDUSTRIAL AND INSTITUTIONAL USES, A TREE PRESERVATION
PLAN SHALL BE SUBMITTED. THE PLAN AND ITS IMPLEMENTATION
SHALL BE IN ACCORDANCE WITH THE CITY'S ADOPTED TREE
PRESERVATION GUIDELINES AND REQUIREMENTS AS OUTLINED IN
THE SUBDIVISION ORDINANCE, AS MAY BE AMENDED, AND SHALL
BE SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER
AND ZONING ADMINISTRATOR. THE ZONING ADMINISTRATOR MAY
EXEMPT AN APPLICANT FROM THE SUBMISSION OF A TREE
PRESERVATION PLAN UPON DEMONSTRATION THAT A TREE
PRESERVATION PLAN IS NOT CONSIDERED RELEVANT TO THE
SITE IN QUESTION.
NO SIGNIFICANT TREES ARE ANTICIPATED TO BE IMPACTED
BY CONSTRUCTION ACTIVITIES. ONE EXISTING TREE (~2"
DBH) EXISTS NEAR THE EDGE OF THE LIMITS OF
DISTURBANCE. TREE PROTECTION MEASURES WILL BE
TAKEN TO REDUCE IMPACT TO EXISTING TREE.
EXISTING TREES TO REMAIN TO
EXTENTS POSSIBLE, SEE TREE
PROTECTION DETAIL 3/L3.
TRANSPLANT EXISTING TREES WITHIN LIMITS
OF DISTURBANCE TO FINISHED GRADE
NATIVE SEED AREA
PLANT SCHEDULE
PROPOSED 6FT COMPOSITE
BOARD SCREENING FENCE
(DETAIL PROVIDED BY OWNER)
TRANSPLANT EXISTING TREES WITHIN LIMITS
OF DISTURBANCE TO FINISHED GRADE
PLOTTED:COMM. NO.
DRAWING NO.
----19065
6400 QUEENS AVE.
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
CCBJSBJS
APRIL 20, 2026
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
6400 QUEENS AVENUE
OTSEGO, MN 55330
ENDEAVOR
INVESTMENTS XII, LLC
PRELIMINARY PLANS
PRINT NAME:
SIGNATURE:
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE:LICENSE NO.
CURT CLAEYS, PLA
456135/15/2026
PLANTING
NOTES
L2
1.THE REQUIRED WORK SHALL CONSIST OF CONTINUOUSLY CONDUCTING OPERATIONS AND MAINTENANCE FOR A
WARRANTY PERIOD ESTABLISHED FOR 1 YEAR AFTER THE INSTALLATION HAS BEEN ACCEPTANCE BY THE OWNER. THE
WORK INCLUDES:
1.1.ESTABLISHMENT OF BALLED AND BURLAPPED AND CONTAINER PLANT MATERIAL AND SEEDED AREAS
1.1.1.INCLUDING PEST CONTROL, FERTILIZING AND FUNGICIDAL TREATMENTS
1.2.REGULAR WATERING SCHEDULINGS FOR ALL PLANT MATERIAL AND SEEDING
1.3.TEMPORARY IRRIGATION SYSTEM OPERATION AND MAINTENANCE
1.4.REMOVAL OF ALL WEEDS WITHIN THE PROJECT AREA BY METHODS AGREED BY THE OWNER (POST/PRE HERBICIDE
TREATMENT, HAND OR MECHANICAL REMOVAL)
1.5.MAINTENANCE OF MISCELLANEOUS ITEMS (EROSION CONTROL PRODUCTS, REPAIRS FROM EROSION)
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ON-SITE REVIEW MEETINGS WITH THE OWNER DURING THE PLANT
ESTABLISHMENT PERIOD TO IDENTIFY OPERATIONS AND MAINTENANCE TO BE EXECUTED MONTHLY.
3.PLANT MATERIAL DEEMED TO BE REPLACED AT THE END OF PLANT ESTABLISHMENT PERIOD SHALL BE EXECUTED WITHIN
2 WEEKS (14 DAYS) PRESENTING LESS THE FOLLOWING SURVIVORSHIP:
3.1.BALLED AND BURLAPPED PLANT MATERIAL: 75%
3.2.SEEDED AREAS: 90% (<10% BARE SOIL)
4.REPLACEMENT PLANTS, SEED SHALL BE OF THE SAME SPECIES AND SIZE AS ORIGINALLY SPECIFIED ON THE DRAWINGS,
UNLESS THE OWNER DETERMINES THAT SUBSTITUTIONS OF ANOTHER SPECIES OR SIZE SHALL BE MADE.
PLANT ESTABLISHMENT NOTES
1.LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO BECOME COMPLETELY
FAMILIAR WITH SITE CONDITIONS.
2.ALL ROUGH AND FINISH GRADING TO BE DONE BY OTHERS.
3.NO PLANTING SHALL BE INSTALLED UNTIL ALL GRADING, BUILDING, CONSTRUCTION, UTILITY WORK & IRRIGATION (IF
APPLICABLE) HAS BEEN COMPLETED IN THE AREAS TO BE PLANTED.
4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC., ON
THE PROPERTY.
5.IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER OF PLANTS
SHOWN IN THE PLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE PRECEDENCE.
6.ALL PROPOSED PLANT MATERIAL SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLAN. IF THE CONTRACTOR
BELIEVES AN ERROR HAS BEEN MADE REGARDING SPACING OR LOCATION OF THE PLANT MATERIAL INDICATED ON THE
PLAN, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
7.THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCE OF THE PLANT MATERIAL (WATERING, SPRAYING,
FERTILIZING, MOWING, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED, BY THE OWNER.
8.THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO PROPERTY DAMAGE FROM PLANTING OPERATIONS AT NO COST
TO THE OWNER.
9.ALL NEWLY PLANTED PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE CALENDAR YEAR STARTING FROM THE
DATE OF ACCEPTANCE ESTABLISHED BY THE OWNER.
10.THE CONTRACTOR SHALL MEET WITH THE OWNER OR OWNERS REPRESENTATIVE ON SITE WHEN THEY FEEL THE PROJECT
IS COMPLETE ACCORDING TO THE CONTRACT DOCUMENTS. IF ALL WORK IS SATISFACTORY AND COMPLETE ACCORDING
TO THE CONDITIONS OF THE CONTRACT DOCUMENTS, THEN THE OWNER MUST DECLARE THE PROJECT COMPLETE. THIS
DECLARATION WILL CONSTITUTE AS THE BEGINNING OF THE ONE (1) YEAR WARRANTEE PERIOD FOR ALL PLANT MATERIAL.
THE OWNER SHALL PROVIDE A LETTER WITH SIGNATURE STATING THE DATE OF ACCEPTANCE.
11.WIND BURN OR OTHERWISE DAMAGED PLANT MATERIAL WILL NOT BE ACCEPTED.
12.CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USING APPROPRIATE SIZE TREE SPADE FOR B & B WITH
OWNER APPROVAL.
13.THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, SCREWS, WIRES, ETC. TO PENETRATE THE OUTER SURFACE OF
THE TREES.
14.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL TREE STAKES, GUYS, STRAPS AND TRUNK
PROTECTION MEASURES FOLLOWING THE COMPLETION OF THE WARRANTEE PERIOD OR AS DIRECTED BY THE OWNER.
15.LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER WITH MAINTENANCE INFORMATION DURING THE
GUARANTEE PERIOD RELATING TO WATERING, FERTILIZING, PRUNING, PEST CONTROL, AND RELATED ITEMS. THIS WILL BE
PREPARED AND DELIVERED TO THE OWNER AFTER PROVISIONAL INSPECTION APPROVAL HAS BEEN GIVEN BY THE OWNER
AND/OR LANDSCAPE ARCHITECT.
16.INSTALL CORRUGATED PLASTIC TREE GUARDS, WHITE IN COLOR, WITH THE SIZE OF TUBE 1" DIA. (MIN.) LARGER THAN THE
CALIPER OF THE TREE TO BE PROTECTED.
17.3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLED UNDER ALL TREES.
18.CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT 6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUND
LEVEL FOR LARGER SIZES.
19.FOR BALLED & BURLAP PLANT MATERIAL, REMOVE THE TOP HALF OF THE BURLAP FROM THE ROOT BALL. WIRE CAGES,
STRAPS, ETC. SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL BEFORE INSTALLATION.
20.LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL NURSERY GROWN PLANT MATERIAL CONFORMING TO THE
REQUIREMENTS AND RECOMMENDATIONS OF THE LATEST EDITION OF ANSI Z60.1 STANDARDS UNLESS OTHERWISE NOTED
IN THE PLANS OR SPECIFICATIONS.
GENERAL LANDSCAPE NOTES
1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY WATERINGS TO KEEP ALL NATIVE SEEDED
AREAS GROWING IN A HEALTHY CONDITION FOR THE EXTENTS OF ONE (1) YEAR AFTER INSTALLATION AND APPROVAL BY
OWNER. ANY SEEDED AREAS THAT DIE OR SHOW FATIGUE DUE TO INSUFFICIENT CARE WITHIN ONE (1) YEAR AFTER
INSTALLATION SHALL BE OVERSEEDED BY THE CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. OVERSEEDING, IF
APPLICABLE, SHALL BE THE SAME MIX AND RATE AS ORIGINALLY INSTALLED.
2.A WATERING SCHEDULE FOR THE SEEDED AREAS FOR THE LENGTH OF THE ONE (1) YEAR AFTER THE INSTALLATION SHALL
BE SUBMITTED WITH BID.
3.THE WATER SOURCE FOR WATERING OF THE SEEDED AREAS SHALL BE PROVIDED BY THE CONTRACTOR. SUBMIT A
DEDUCT ITEM IN BID FOR OWNER PROVIDED WATER SOURCE.
4.B&B TREES SHALL RECEIVE A WATERING BAG FOR THE LENGTH OF ONE (1) YEAR AFTER INSTALLATION AND BE FILLED
EVERY WEEK DURING THE GROWING SEASON. WATERING BAG SHALL BE TREEGATOR (OR APPROVED EQUAL). INSTALL
ACCORDING TO MANUFACTURERS RECOMMENDATIONS.
TEMPORARY IRRIGATION NOTES
PLOTTED:COMM. NO.
DRAWING NO.
----19065
6400 QUEENS AVE.
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
CCBJSBJS
APRIL 20, 2026
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
6400 QUEENS AVENUE
OTSEGO, MN 55330
ENDEAVOR
INVESTMENTS XII, LLC
PRELIMINARY PLANS
PRINT NAME:
SIGNATURE:
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE:LICENSE NO.
CURT CLAEYS, PLA
456135/15/2026
PLANTING
DETAILS
L3
3 TREE PROTECTION DETAIL
NTS 4'-0"EQ EQ
ZONE A:
DIA=1/2X
ZONE B:
DIA=X
ZONE C:
DIA=2X
PLAN VIEW
ELEVATION VIEW"DRIPLINE"FENCING/ROOT PROTECTION
6' HIGH CHAIN LINK FENCING SHALL BE
PROVIDED AND MAINTANED AT THE DRIPLINE
OF EACH TREE OR AROUND A GROUP OF
TREES AT THE DRIPLINE OF OUTSIDE TREES.
THE ENGINEER'S APPROVAL IS REQUIRED
FOR USE/ACCESS WITHIN ZONE B.
PERMISSION FOR USE/ACCESS REQUIRES
SURFACE PROTECTION FOR ALL UNFENCED,
UNPAVED SURFACES WITHIN ZONE B AT ALL
TIMES.
* SURFACE PROTECTION MEASURES
1. MULCH LAYER, @ 6"-8"DEPTH
2. 3/4" PLYWOOD
3. STEEL PLATES
X
TRENCHING / EXCAVATION
ZONE A (CRITICAL ROOT ZONE)
[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]
1.NO DISTURBANCE ALLOWED WITHOUT
SITE-SPECIFIC INSPECTION AND APPROVAL OF
METHODS TO MINIMIZE ROOT DAMAGE
2.SEVERANCE OF ROOTS LARGER THAN 2 INCHES
IN DIAMETER REQUIRES AN ENGINEER'S
APPROVAL
3.TUNNELLING REQUIRED TO INSTALL LINES 3
FEET BELOW GRADE OR DEEPER
ZONE B (DRIPLINE (DEFINE))
[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]
1.OPERATION OF HEAVY EQUIPMENT AND/OR
STOCKPILING OF MATERIALS SUBJECT TO
(SPECIFY INDIVIDUAL) APPROVAL
2.SURFACE PROTECTION MEASURES REQUIRED
TRENCHING ALLOWED AS FOLLOWS:
- EXCAVATION BY HAND OR WITH HAND-DRIVEN
TRENCHER MAY BE REQUIRED
- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A
(CRITICAL ROOT ZONE) MAINTAIN 2/3 OR MORE
OF ZONE B (DRIPLINE) IN UNDISTURBED
CONDITION
3.TUNNELLING MAY BE REQUIRED FOR TRENCHES
DEEPER THAN 3 FOOT
4.USE OF PNEUMATIC AIR WAND AND EXCAVATION
MAY BE CONSIDERED WHERE THE TRENCH
DEPTH DOES NOT EXCEED 4 FEET
ZONE C (ABSORBING ROOT ZONE)
[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]
1.OPERATION OF HEAVY EQUIPMENT AND OR
STOCKPILING OF MATERIALS SUBJECT TO
(SPECIFY INDIVIDUAL) APPROVAL
2.SURFACE PROTECTION MEASURES MAY BE
REQUIRED AND IS TO BE DETERMINED BY
(SPECIFY INDIVIDUAL)
TRENCHING WITH HEAVY EQUIPMENT ALLOWED
AS FOLLOWS:
- MINIMIZE TRENCH WIDTH
- MAINTAIN 2/3 OR MORE OF ZONE C IN
UNDISTURBED CONDITION
- OR AS SPECIFIED BY (SPECIFY INDIVIDUAL)"DRIPLINE"NOTE:
-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS
AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS
IDENTIFIED OTHERWISE.
PLAN VIEW
NOT TO SCALE
3X ROOTBALL DIA.
3x ROOT
BALL DIA.12"-18"NOTE:
-3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE
PLANTINGS AREAS AND UNDER TREES ISOLATED FROM
PLANTING AREAS UNLESS IDENTIFIED OTHERWISE.
-MULTI-STEM TREES SHALL NOT RECEIVE STAKING.
THEY SHALL CONFORM TO ALL OTHER DECIDUOUS
TREE PLANTING REQUIREMENTS.
PLAN VIEW
NOT TO SCALE
3X ROOTBALL DIA.
1 DECIDUOUS TREE PLANTING (ON SLOPE) DETAIL
NTS
FINISHED GRADE
3" DEPTH WOOD MULCH
SINGLE STRAIGHT LEADER
CENTER TREE IN HOLE, UPRIGHT
AFTER EXPOSING TREE ROOT FLAIR, PLANT SO
ROOT FLAIR IS ADJACENT TO FINISH GRADE
(3) TREE AUGUR STEEL ANCHORS. SECURE TO
TREE WITH ANTI-CHAFFING MATERIAL. ALLOW
FOR MOVEMENT OF TREE (EQUALLY SPACED).
WOOD MULCH
(3) TREE AUGUR STEEL
ANCHORS. SECURE TO TREE
WITH ANTI-CHAFFING
MATERIAL. ALLOW FOR
MOVEMENT OF TREE
(EQUALLY SPACED).MULCH TO BE HELD BACK 3" FROM
BASE OF ALL PLANT MATERIAL
ORIGIN
A
L
S
L
O
P
E
ORIGIN
A
L
S
L
O
P
E
UNDISTURBED OR COMPACTED SOIL
PLANTING SOIL
MOUND MIN. 12"
REMOVE BURLAP, TWINE, ROPE AND
WIRE FROM ROOTBALL
6' MIN. DIA. EARTH SAUCER
3" HEIGHT TAMPED WATER BASIN AT
EDGE OF EARTH SAUCER
FERTILIZER PLANT TAB
ORIGIN
A
L
S
L
O
P
E
CENTER TREE IN HOLE, UPRIGHT
SINGLE STRAIGHT LEADER
TREE TIE SECURED TO STAKE. SECURE TO
TREE WITH ANTI-CHAFFING MATERIAL.
ALLOW FOR MOVEMENT OF TREE.
WRAP TREE WITH TREE WRAPPING
MATERIAL AS SPECIFIED TO 1ST BRANCH
(3) TREE STAKES DRIVEN A MIN. 2'
BELOW GRADE (EQUALLY SPACED)
3" DEPTH WOOD MULCH
PLANTING SOIL
MOUND MIN. 12"
AFTER EXPOSING TREE ROOT
FLAIR, PLANT SO ROOT FLAIR IS
ADJACENT TO FINISH GRADE
TREE TIE SECURED TO
STAKE. SECURE TO TREE
WITH ANTI-CHAFFING
MATERIAL. ALLOW FOR
MOVEMENT OF TREE.
(3) TREE STAKES DRIVEN A MIN. 2'
BELOW GRADE (EQUALLY SPACED)
WOOD MULCH
FERTILIZER PLANT TAB
MULCH SHALL BE HELD BACK 3"
FROM BASE OF ALL PLANT MATERIAL
6' MIN. DIA. EARTH SAUCER
3" HEIGHT TAMPED WATER BASIN AT
EDGE OF EARTH SAUCER
FINISHED GRADE
REMOVE BURLAP, TWINE, ROPE AND
WIRE FROM ROOTBALL
UNDISTURBED OR COMPACTED SOIL
FERTILIZER PLANT TAB
ORIGIN
A
L
S
L
O
P
E
TREEGATOR WATERING BAG (OR APPROVED EQUAL)
TREEGATOR WATERING BAG (OR APPROVED EQUAL)
FERTILIZER PLANT TAB
2 CONIFEROUS TREE PLANTING (ON SLOPE) DETAIL
NTS
6400 Queens Avenue NE
May 26th, 2026City Council: Plat and Interim Use Permit
ENDEAVOR DEVELOPMENT
Project Summary
•Endeavor Investments XII, LLC (the “Applicant”) is requesting Plat and Interim Use
Permit (“IUP”) approvals at 6400 Queens Ave to accommodate the needs of a
confidential user.
•The current tenant has notified the Applicant of its plans to vacate the Property as part
of an effort to right-size its business operations. In response, the Applicant has
identified a new user for the facility that will provide many benefits to the Otsego
community.
•The proposed project will investment significant capital into the property to ensure its
continued productive. The tax base will be enhanced, and 100 jobs will be generated.
ENDEAVOR DEVELOPMENT
Aerial & Existing Conditions
•6400 Queens Ave is a 401,544
sq. ft. industrial development
that completed construction
in 2023.
•The property features thirty-
eight (38) dock positions and
fifty-two (52) trailer parking
stalls.
•The building was designed to
be expandable by up to
350,000 sq. ft. during the
initial entitlement process.
6400 Queens Avenue NE
58 Trailer Parking Stalls
20 Dock Positions
20 Dock Positions
Proposed Uses
ENDEAVOR DEVELOPMENT
•The new user will have office,
warehouse and outdoor storage uses.
•Building materials to be stored
outdoors in an orderly fashion up to 12’
tall.
•The new user requires 24 hours
operations on the premises which is
consistent with adjacent I-1 uses.
•The new user will utilize non-audible,
downward focused safety lighting on
material handling equipment to limit
noise in outdoor areas.
ENDEAVOR DEVELOPMENT
Outdoor Storage of Building Materials
•Outdoor storage area setbacks:
•353’ from southern property line.
323’ greater than code requires.
•72’ from northern property line.
42’ greater than code requires.
•Berms, composite fencing and
landscaping screen the outdoor
storage area from adjacent properties.
•87 new trees will be planted.
VIEW A
VIEW B VIEW C
ENDEAVOR DEVELOPMENT
Screening from Residential to South
•The Outdoor Storage Area is screened from view by the proposed
fence/berm/landscaping combination.
•The proposed screening will continue to be enhanced as plantings
mature. Upon installation the screening will be 13’ to 16’ tall.
•A secondary 14’ fence near the outdoor storage area is not
necessary because it is not visible and it is 353’ away from adjacent
properties.
VIEW C
(Minimum 30’)
VIEW B
ENDEAVOR DEVELOPMENT
Screening from 65th Street NE
•The proposed berm/fence/landscape combination along the southern property line is 14’ tall
upon installation.
•The Outdoor Storage Area is screened from view on 65th Avenue NE.
•The applicant has added an additional 2 feet to the berm in response to feedback received at
the Planning Commission.
VIEW A
(Minimum 30’)
ENDEAVOR DEVELOPMENT
Landscaping Plan
Planting Schedule
**Plant selections were modified based upon Planning
Commission feedback**
ENDEAVOR DEVELOPMENT
Conclusion
•Endeavor Investments XII, LLC is requesting Plat and Interim Use Permit (“IUP”) approvals at
6400 Queens Ave to accommodate the needs of a confidential user.
•The application exceeds City requirements by incorporating aesthetically pleasing screening
from adjacent properties and setbacks that far exceed City zoning standards.
•The proposed project will provide significant economic and community benefits to the City of
Otsego. These benefits include tax base enhancement and the generation of over 100 jobs.
Questions
ENDEAVOR DEVELOPMENT
Appendix: Fencing
ENDEAVOR DEVELOPMENT
Appendix: Aerial
ENDEAVOR DEVELOPMENT
Appendix: Outdoor Storage Area
Setbacks:72’ from northern property line
353’ from southern property line
Size 10 Acres
Storage Height 12 Feet
Equipment List:Forklifts
Material Handlers