Item 3.1 6400 Queens Preliminary Plat3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht
REPORT DATE: 15 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 platted 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 has been noticed for
the Planning Commission meeting at 7:00PM on 18 May 2026.
Exhibits:
Site Location Map
Applicant Narrative
Sight line screening exhibit dated May 15th, 2026
Preliminary Plat dated April 20, 2026 (12 sheets)
65th Street Road Construction dates April 20, 2026 (6 sheets)
Item 3.1
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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. 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.
Construction details for the fence and a landscape plan are not provided. City staff
recommends that the height of the fence be increased to a minimum of seven feet to
provide more effective screening immediately until the planted trees mature.
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.
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.
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.
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.
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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
recommends that a limit on hours of operation within the outdoor storage be imposed 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 shall
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.
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.
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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
of the applications subject to conditions as listed below.
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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.
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. A landscape plan that complies with the requirements of Section 11-19-3 of
the Zoning Ordinance shall be submitted prior to final plat approval and is
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 proposed screening fence shall be increased to a minimum height of
seven feet.
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.
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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 exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance,
subject to review and approval of the Zoning Administrator.
8. 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.
9. 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.
10. All utility plans are subject to review and approval of the City Engineer.
11. 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.
12. All grading, drainage, and erosion control plans and issues shall be subject to
review and approval by the City Engineer.
13. 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