Item 4.1 Project Ollie3601 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, AICP
REPORT DATE: 3 March 2022
60‐DAY DATE: N/A
RE: Otsego – Endeavor Development
TPC FILE:101.02
BACKGROUND
Endeavor Development has submitted an application for development of an industrial
distribution warehouse on 80 acres located east of Queens Avenue and south of 65th Street.
The proposed development consists of one lot with a 401,544‐square foot principal building.
The submitted plans indicate potential for future expansion of the building by 343,200‐square
feet for a total building area of 744,744‐square feet. The proposed development requires
consideration of an Environmental Assessment Work Sheet, Zoning Map amendment, site and
building plan review, and preliminary and final plat. A public hearing to consider the
applications has been noticed for 7 March 2021 at 7:00PM.
Exhibits:
Site Location Map
Draft EAW findings and responses to comments
Architecture plans (4 sheets)
Civil Plans dated 12/29/2022 (22 sheets)
Final Plat
EAW dated (available at www.ci.otsego.mn.us/publicnotice)
Item 4.1
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ANALYSIS
Zoning. The subject site is zoned A‐1, Agriculture Rural Service District in accordance with the
Interim Land Use policies of the Comprehensive Plan. The proposed development of the
warehouse distribution facility requires consideration of a Zoning Map amendment to rezone
the subject site to I‐1, Limited Industrial District. The proposed Zoning Map amendment is to
be evaluated based upon (but not limited to) the criteria established by Section 11‐3‐2.F of the
Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The 2012 Otsego Comprehensive Plan guides the subject site for future
industrial land uses within the East Sewer District in the form of large‐scale industrial
buildings to accommodate manufacturing, assembly, warehouse, and office uses.
Industrial development is a goal of the Comprehensive Plan so as to diversify the tax
base and lessen dependance on residential properties as well as to create employment
opportunities within Otsego and the proposed development advances the City’s efforts.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The table below summarizes existing and planned land uses in the area
surrounding the subject site:
Direction Land Use Plan Zoning Map Existing Use
North Industrial A‐1 District Undeveloped
Rural residential
East LD Residential A‐1 District Undeveloped
Rural residential
South LD Residential R‐5 District Harvest Run
West Industrial I‐2 District Gateway North Industrial Park
The proposed development is characteristic of the existing 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 the proposed use is with
the Harvest Run neighborhood to the south, which must be addressed through site
design, landscaping, and screening.
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed development will comply with all requirements of the Zoning
Ordinance, Subdivision Ordinance, and Engineering Manual.
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4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The subject site will access to Queens Avenue, which the Transportation Plan
of the 2012 Otsego Comprehensive Plan designates as a Commercial/Industrial Collector
and is improved with two traffic lanes and a center turn lane. The streets serving the
subject site have adequate capacity to accommodate the traffic generated by the
proposed development.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The subject site is located within the East Sewer District established by the
2012 Otsego Comprehensive Plan. Sewer and water utilities are available at the subject
site with sufficient capacity to accommodate the proposed use. The City has the ability
to provide all other required municipal services to the subject site within the East Sewer
District.
EAW. The developer, at the direction of the City as the Responsible Government Unit,
prepared an EAW in accordance with Minnesota Rule 4410.4300, Subp. 14 to evaluate the
potential environmental effects of the proposed development. The EAW document was posted
to the City website on 4 January 2022, noticed in the City’s official newspaper on 8 January
2022, and published by the Environmental Quality Board (EQB) on 11 January 2022. The EAW
was also distributed for review and comment to stakeholders and agencies identified by the
EQB. The mandatory 30‐day comment period for the EAW ended on 10 February 2022.
Comments were received from the Minnesota Pollution Control Agency (MPCA), Minnesota
Department of Natural Resources (DNR), and State Historic Preservation Office (SHPO). The
comments received also with draft responses to the comments and findings of fact that the
project will not have significant environmental effect are attached to this report for
consideration by the Planning Commission.
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. The area of the property as shown on the preliminary plat is 78.5‐
acres. The preliminary plat must be revised to indicate the area of Lot 1, Block 1 less the right‐
of‐way dedication for 65th Street. The area of the proposed lot will comply with the
requirements of the Zoning Ordinance even after dedication of right‐of‐way.
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 proposed lot measures 1,200‐
feet at the setback line from Queens Avenue, which is the front lot line as defined by the Zoning
Ordinance. The width of the proposed lot complies with the requirements of the Zoning
Ordinance.
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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. The proposed Phase 1 building covers 11.7‐percent of the lot area,
which complies with the requirements of the Zoning Ordinance. Total area and percentage of
lot area for all impervious surfaces must be identified.
Setbacks. The table below outlines the setbacks applicable to the proposed building as shown
on the site plan. The proposed building complies with the setback requirements of the I‐1
District established by Section 11‐85‐7.C of the Zoning Ordinance.
Queens
Ave.
65th
St.
East South Wetland
Required 30ft. 30ft. 20ft. 30ft 40ft.
Proposed 92ft. 200ft. 1,826ft. 490ft. 160ft.
Building Materials. Principal buildings within the I‐1 District are to utilize exterior finishes that
comply with the requirements Section 11‐17‐4.E.1 of the Zoning Ordinance. The submitted
building elevations for the proposed building indicate that the building is constructed with
exposed aggregate precast concrete panels with. Changes in color, large glass area at the entry
and horizontal banding add detailing to the public. The proposed exterior materials of the
principal building comply with the requirements of the Zoning Ordinance.
Building Height. The submitted plans indicate that proposed building, which has a flat roof, has
a height of 44 feet to the top of the precast panel wall. Section 11‐85‐9 of the Zoning
Ordinance allows principal buildings within the I‐1 District to have a maximum height of 48‐feet
measured to roof line of a flat roof. The proposed building complies with the allowed building
height within the I‐1 District.
Landscaping and Screening. The submitted plans include a landscape plan to provide for
plantings along Queens Avenue and 65th Street and along the south property line abutting the
Harvest Run neighborhood.
The plantings along the south property line are upon a berm that is nine to 17 feet above the
floor elevation of the building and 15 to 25 feet above the rear line of the semi‐tractor parking
stalls. The proposed trees provided for screening along the berm are Northern Pin Oak and
Common Hackberry. City staff recommends that the proposed plantings be revised to
incorporate evergreen trees as a majority of the trees in the screening row. We also
recommend that a 14‐foot screening wall be constructed along the south line of the semi‐
tractor/trailer parking stalls, which is the same condition required for R+L Carriers to the north.
The sizes of the proposed plantings included on the landscape plan comply with Section 20‐19‐
2.B.3 of the Zoning Ordinance.
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Section 5‐2‐3.B.4.b of the City Code requires an irrigation system be provided for maintenance
of the plantings, which is indicated to be installed on the landscape plan details.
Right‐of‐Way. The subject site 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 2012 Comprehensive Plan. No right‐of‐way dedication or
improvement of Queens Avenue is required with the preliminary and final plat. The
Transportation Plan also designates 65th Street as an Industrial/Commercial Major Collector
Street, but it exists as a rural section gravel roadway within prescriptive easement. The
preliminary and final plat provide for dedication of 50‐feet of right‐of‐way for the south half of
the roadway. No improvements to 65th are planned with the proposed development. All right‐
of‐way dedication is to be subject to review and approval of the City Engineer.
Access. The Phase 1 building is proposed to be accessed via two driveways to Queens Avenue.
The location of the proposed driveways are aligned with existing driveways on the west side of
Queens Avenue 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.
Off‐Street Parking. Section 11‐21‐8 of the Zoning Ordinance requires 1 parking stall per 200
square feet of office and 1 parking stall per 1,000‐square feet of warehouse net floor area. The
office portion of the building is 4,000‐square feet and the warehouse 397,544‐square feet. The
number of required off‐street parking stalls is 376. The site plan provides 126 passenger
parking stalls, plus 52 semi‐tractor/trailer parking stalls. The ratio of proposed off‐street
parking is consistent with requirements imposed for similar large footprint distribution
warehouses in Otsego.
Parking stalls are shown to be 9‐feet wide by 18‐feet deep (with available two‐foot overhang)
accessed by 24‐foot wide drive aisles. The dimensions of the off‐street parking stalls comply
with the provisions of Section 11‐21‐7.A and B of the Zoning Ordinance.
The off‐street drive aisles and parking areas are to be surfaced with asphalt and surrounded by
perimeter concrete curb as required by Section 11‐21‐7.C.3 and D of the Zoning Ordinance. The
construction of the off‐street parking area is subject to review and approval of the City
Engineer.
The off‐street parking stalls, drive aisles, and loading areas are all setback more than 15‐feet
from public rights of way and more than five‐feet from the side lines as required by Section 11‐
21‐5.B of the Zoning Ordinance.
Pedestrian Access. There is an existing trail on the east side of Queen Avenue abutting the
subject site. A five‐foot wide concrete sidewalk should be added to the side of each of the
driveway accesses to Queens Avenue to provide for pedestrian access to the proposed building.
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Exterior Lighting. No information is included in the submitted plans regarding 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 must be
submitted and is subject to review and approval of the Zoning Administrator.
Signs. Information regarding proposed signs is indicated only generally on the submitted plans.
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. Installation of any signs upon the
subject site 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.
Waste Storage. The site and building plans do not indicate either an exterior or interior area for
trash and recycling container storage. 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
any 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 at the time of application for a building permit. Any exterior enclosure for waste
storage is subject to review and approval of the Zoning Administrator.
Utilities. There are existing sewer and water utilities available to the subject site within Queens
Avenue. The developer has submitted plans for connection of the proposed development to
sewer and water services for the proposed use. The connection to sewer will require
installation of a temporary lift station until gravity sewer is extended to the subject site from
the east. All utility plans are subject to review and approval of the City Engineer. The
developer will be required to pay Utility Availability Charges with final plat approval and Utility
Connection Charges at the time a building permit is issued.
Grading. The developer has submitted plans for grading of the subject site, including
information required regarding stormwater management and erosion control. The proposed
development impacts wetlands within the subject site that are subject to review by a Technical
Evaluation Panel of agency staff. All grading, drainage, wetland impacts, and erosion control
issues are subject to review and approval by the City Engineer.
Easements. Section 11‐8‐12.A of the Subdivision Ordinance requires 10 foot wide drainage and
utility easements to be dedicated at the perimeter of Lot 1, Block 1, which are shown on the
final plat. Additional drainage and utility easements are to be dedicated over portions of Lot 1,
Block 1 for wetlands, wetland buffers, public utilities, or stormwater management facilities
related to the site plan. All drainage and utility easements are to be subject to review and
approval of the City Engineer.
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Park Dedication. The Parks System Master Plan does not identify acquisition of land from the
subject site for park purposes. The City does not require payment of a cash fee in lieu of land
for park dedication for industrial uses in order to facilitate the economic development goals of
the 2012 Comprehensive Plan.
Development Contact. A development contract is required with final plat approval by Section
10‐10‐4.A of the Subdivision Ordinance to provide for completion of public improvements,
establishment of required securities, and payment of applicable fees related to the subdivision
of the subject site. Section 11‐9‐7 of the Zoning Ordinance also requires that the developer
enter into a performance agreement with the City to provide for construction of the project
improvements within the subject site. The development contract and performance agreement
requirements will be combined with into a single document to be executed by the developer
prior to approval by resolution of the City Council and recorded with the property.
RECOMMENDATION
The proposed development is consistent with the 2012 Comprehensive Plan with regards to
land use and economic development. The proposed development further complies with the
requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends
approval of the applications subject to the conditions outlined below.
POSSIBLE ACTIONS
A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site
to I‐1 District; adoption of findings of fact that the project will not have potential for
significant environmental effects; and approval of a preliminary/final plat and site and
building plans for Phase 1, subject to the following conditions:
1. Approval of the preliminary plat shall not guarantee access to sanitary sewer
service. The City shall only allocate sanitary sewer capacity to approved final plats
with signed development contracts to assure the City of timely development.
2. The landscape plan shall be revised to incorporate 8‐foot coniferous trees as a
majority of the trees in the screening row along the south property line, subject
to review and approval of the Zoning Administrator.
3. A 14‐foot screening wall shall be constructed along the south line of the semi‐
tractor/trailer parking stalls, subject to review and approval of the Zoning
Administrator.
4. The preliminary plat shall be revised to state the area of Lot 1, Block 1 less right‐
of‐way dedication.
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5. Impervious surfaces within the lot shall not exceed 85 percent of the lot area.
6. Right‐of‐way dedication for 65th Street shall be subject to review by the City
Engineer.
7. The design and construction of the off‐street parking area shall be subject to
review and approval of the City Engineer.
8. A five‐foot wide concrete sidewalk shall be constructed to the side of each of the
driveway accesses to Queens Avenue, subject to review and approval of the City
Engineer.
9. A plan detailing the type, location, and height of all proposed exterior lighting
shall be submitted and is to comply with Section 11‐16‐6 of the Zoning
Ordinance, subject to review and approval of the Zoning Administrator.
10. All signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign
permit approved by the Zoning Administrator prior to installation.
11. Any outdoor storage of waste and recycling containers shall comply with Section
11‐18‐4.C of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
12. All utility plans shall be subject to review and approval of the City Engineer.
13. The developer shall pay Utility Availability Charges as provided for by the City
Code upon approval of the final plat.
14. The developer shall pay Utility Connection Charges in accordance with the City
Code at the time a building permit is issued.
15. All drainage and utility easements shall be subject to review and approval of the
City Engineer.
16. The developer shall execute development contract as drafted by the City
Attorney, subject to approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and does not comply with the requirements
of the Zoning Ordinance and Subdivision Ordinance.
C. Motion to table.
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c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
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PROJECT OLLIE
EAW
FINDINGS OF FACT, CONCLUSIONS, AND RESPONSE TO COMMENTS
For: City of Otsego
Prepared by:
Anderson Engineering of Minnesota, LLC
13605 1st Avenue North
Suite 100
Plymouth, MN 55441
763.412.4000
Anderson Engineering Project No.
16604
March 1, 2022
TABLE OF CONTENTS
ADMINISTRATIVE BACKGROUND ............................................................................................................................... 1
FINDING OF FACTS AND CONCLUSIONS ..................................................................................................................... 1
PROJECT DESCRIPTION ....................................................................................................................................... 1
PROJECT HISTORY ............................................................................................................................................... 2
CRITERIA FOR DETERMINING THE POTENTIAL FOR SIGNIFICANT ENVIRONMENTAL EFFECTS .............................. 2
TYPE, EXTENT, AND REVERSIBILITY OF ENVIRONMENTAL EFFECTS ....................................................................... 2
CUMULATIVE POTENTIAL EFFECTS OF RELATED OR ANTICIPATED FUTURE PROJECTS ......................................... 5
THE EXTENT TO WHICH ENVIRONMENTAL AFFECTS ARE SUBJECT TO MTIGIATION BY ONGOING PUBLIC
REGULATORY AUTHORITY ...................................................................................................................................... 5
THE EXTENT TO WHICH ENVIRONMENTAL EFFECTS CAN BE ANTICIPATED AND CONTROLLED AS A RESULT OF
OTHER AVAILABLE ENVIRONMENTAL STUDIES UNDERTAKEN BY PUBLIC AGENCIES OR THE PROJECT
PROPOSER, INCLUDING OTHER EISs. ...................................................................................................................... 6
CONCLUSIONS ............................................................................................................................................................ 7
COMMENTS AND CITY OF OTSEGO RESPONSES..................................................................................................... 7
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ADMINISTRATIVE BACKGROUND
Pursuant to Minnesota Administrative Rules 4410.4300 Mandatory EAW Categories. Subpart 14.
Industrial, Commercial, and Institutional facilities. A.(2); the City of Otsego has prepared an
Environmental Assessment Worksheet (EAW) for the proposed Project Ollie. Endeavor Development is
the project proposer and the City of Otsego is the Responsible Government Unit. In accordance with
Minnesota Rule 4410.1700, this Record of Decision addresses the State of Minnesota environmental
review requirements.
In accordance with Minnesota Rule 4410.1500, a copy of the EAW was provided to the Environmental
Quality Board (EQB) and subsequently filed in the EQB Monitor on January 11, 2022. The EAW was
posted on the City of Otsego website on January 4, 2022 and notice published in the Star News on
January 8, 2022. The EAW was also provided for comment and review to the listed stakeholders and
agencies on the EQB distribution list.
The 30-day comment period for Project Ollie EAW ended on February 10, 2022. Comments were
received from the Minnesota Pollution Control Agency (MPCA), Minnesota Department of Natural
Resources (DNR) and State Historical Preservation Office (SHPO). All comments were considered when
determining the potential for significant environmental impacts. The comments and subsequent
responses can be viewed in Appendix A below.
FINDINGS OF FACT AND CONCLUSIONS
In determining the need for an Environmental Impact Statement (EIS) for the proposed Project Ollie and
based on the record presented, including the EAW and comments received, the City of Otsego makes
the following Findings of Fact and Conclusions:
PROJECT DESCRIPTION
The facility will be used as an industrial warehouse, with associated employee parking located to the
west of the building, and trailer parking to the south. The proposed Phase 1 building will have 75 full
time employees (FTEs) with the future Phase 2 addition adding another 50 FTEs, for a total of 125
FTEs. The proposed Phase 1 building would construct 126 employee parking spaces and 52 trailer
stalls. The tenant’s (Blu Dot) existing warehouse space, located immediately west across Queens
Avenue NE from the proposed project site, is too small for current and future operations. The
proposed Phase 1 building would be 401,544 square feet and the future Phase 2 addition would add
343,200 square feet, for a total buildout of 744,744 square feet. The total disturbed area for the
proposed project is approximately 36.45 acres including staging and stockpiling. Utilities, stormwater
infrastructure and management basins are also proposed.
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PROJECT HISTORY
• The project was subject to mandatory EAW Pursuant to Minnesota Administrative Rules
4410.4300 Mandatory EAW Categories. Subpart 14. Industrial, Commercial, and Institutional
facilities. A.(2).
• The EAW was filed in the EQB Monitor on January 11, 2022 and the necessary addresses on
the EQB distribution list were sent a copy on January 6, 2022.
• The EAW was posted on the City of Otsego website on January 4, 2022 and notice published
in the Star News on January 8, 2022.
• The public comment period ended on February 10, 2022. Comments were received from
SHPO, MPCA and the DNR. Copies of these comments and the responses are incorporated
for reference in Appendix A below.
CRITERIA FOR DETERMINING THE POTENTIAL FOR SIGNIFICANT ENVIRONMENTAL EFFECTS.
Minnesota Rule 4410.1700, subp. 1, states “An EIS [Environmental Impact Statement] shall be
ordered for projects that have the potential for significant environmental effects.” In deciding
whether a project has the potential for significant environmental effects, the City of Otsego must
consider the four factors set out in Minnesota Rule 4410.1700, subp. 7. With respect to each of these
factors, the City of Otsego finds the following:
1) MINNESOTA RULE 4410.1700, SUBP. 7.A – TYPE, EXTENT, AND REVERSIBILITY OF ENVIRONMENTAL
EFFECTS
a) The type of environmental impacts and mitigation efforts anticipated as part of this project
include:
Land Use:
The proposed project follows the City of Otsego 2012 Comprehensive Plan, as amended, future
land use plan guided for the site and is similar to the surrounding land uses for the area. No adverse
effects are anticipated in relation to land use.
Geology, soils, and topography/landforms:
No adverse effects in relation to geology, soils or topography/landforms are anticipated.
Soil Disturbance
The proposed phase 1 building and associated grading within the Phase 2 area would require
approximately 140,000 cubic yards of cut and 206,000 cubic yards of fill. As such, approximately
67,000 cubic yards of import would be needed to complete the grading. The fill generated from
the Phase 1 building earthwork will be used to fill in wetlands and build up the Phase 2 addition. A
Stormwater Pollution Prevention Plan (SWPPP) will be implemented during construction as part of
the National Pollutant Discharge Elimination System (NPDES) permit requirements and will outline
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site-specific erosion control best management practices (BMPs). The project will require a grading
permit from the City of Otsego.
Water Resources:
Stormwater
The Project site is located within one mile of a Mississippi River segment considered a Scenic and
Recreational River segment and a restricted water under the National Pollutant Discharge
Elimination System/State Disposal System Construction Stormwater Permit. Additional erosion
control BMPs will need to be utilized, including immediately stabilizing soils in temporarily or
permanently inactively worked areas and completing the stabilization within seven days and
providing temporary sediment basins where 5 or more acres drain to a common location.
A Stormwater Management Plan and SWPPP have been produced to make sure no adverse impacts
to downstream resources occur. The impervious runoff will be collected in storm sewer piping, and
prior to entering the stormwater ponds, a sump manhole will act as the pre-treatment. Within each
pond is a sand filtration basin that will filtrate the water and discharge through drain tile into the
outlet control structure. Filtration basins were used as existing clay soils are not ideal for
infiltration. Post-construction rate control was either matched or decreased compared to pre-
development conditions.
As described below in Surface Waters and MPCA responses in Appendix A; much of the site will be
improved with native prairie seeding, wetland vegetation, and trees will be planted along the
facility, stormwater basins, and berm to benefit stormwater quality and soil infiltration.
Wastewater
The City of Otsego East Wastewater Treatment Facility has the capacity to accept the 1,700 gallons
a day of wastewater anticipated to be produced by the proposed project. No adverse effects are
anticipated.
Surface Waters
The proposed project would impact a total of 3.55 acres of wetland, 2.47 acres are regulated by
the United States Army Corps of Engineers (USACE) under Section 404 of the Clean Water Act (See
wetland impacts on site plan in Appendix A). As well, the MPCA 401 Program regulates all Waters
of the State as defined in Minn. Stat. § 115.01 subp. 22. Surface waters that are determined to be
U.S. Army Corp of Engineers non-jurisdictional, or exempt from the Wetland Conservation Act, are
regulated by the MPCA.
Consultation with the City of Otsego, Minnesota Board of Water and Soil Resources (BWSR), MPCA
and the USACE is ongoing to achieve the proper permit authorizations and mitigation requirements
for the proposed wetland impacts.
Currently, mitigation includes cessation of row-crop agricultural activities, seeding the upland with
native prairie grasses, onsite mitigation of wetlands 8 and 9 and portions of wetland 6, the
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purchase of wetland bank credits at 2:1 replacement ratio within Bank Service Area 7 and creation
of multiple engineered stormwater management basins that would ensure no water quality
degradation and provide flood water volume and rate control.
Contamination/Hazardous Materials/Waste:
An abandoned farmstead is present on site, with three empty metal outbuildings and a wood barn.
These structures will need to be demolished and disposed of as part of the proposed project. An
inspection will be completed to verify the absence of any hazardous materials and the waste
generated from disposal will be recycled or disposed of according to state and local regulations and
guidelines. If hazardous materials are present in these structures, the necessary procedures will be
followed, and any necessary permits obtained to ensure proper handling and disposal of hazardous
materials/waste. A 10-day Notice to Demolish a Structure will need to be completed for the MPCA
as well prior to demolition.
Fish, Wildlife, Plant Communities, and Sensitive Ecological Resources (Rare Features):
While sections of fencerow trees and patches of timber around the abandoned farmstead would
be removed for the proposed project, the proposed project would plant numerous trees along the
berm to the south, the stormwater ponds and as landscaping around the building. As well, the
project would reseed several farmed wetlands on site and convert approximately 25 acres of land
currently in agricultural use to native prairie.
The SWPPP will be followed to prevent the spread of invasive species on and off the site. The
proposed project is not anticipated to impact the listed species or birds of conservation concern.
Historic Properties:
Based on the recommendation of the MN SHPO; a qualified archeologist will conduct a survey of
the project site spring 2022 when field conditions are adequate to verify no unrecorded
archeological sites are present onsite. If resources are found, further coordination with the MN
SHPO will occur.
Noise:
The proposed project would create typical levels and types of construction noise expected with a
warehouse development. Construction noise for the building permit regulated activities will be
limited to the days and times allowed in the City of Otsego City Code 9-1-3: Days and Hours of
Construction: Monday through Saturday 7:00 am – 10:00 pm and Sunday 8:00 am – 10:00 pm. Site
grading and utilities construction are regulated by the Engineering Manual. These hours are
Monday through Friday 7:00 am - 7:00 pm, Saturday 8:00 am - 5:00 pm, and no work on Sunday.
Construction equipment will be fitted with mufflers that would be maintained throughout the
construction process to limit negative impacts to the community.
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The proposed project is not anticipated to exceed the standards laid out in Minnesota
Administrative Rule 7030.0040 for noise conformity and is similar to the existing warehouse
conditions across the street and surrounding land uses. No adverse impacts are anticipated.
Visual:
Much of the surrounding area land uses are currently industrial, with agricultural fields and low-
density single-family homes to the south and east. As the surrounding area already contains
industrial buildings, the proposed project would match the current view scape. To avoid any
adverse effects to the residential areas to the south, a berm, fencing, and landscaping will be placed
on the south property line to minimize noise and light impacts and provide visual screening.
Air:
Because much of the area surrounding the proposed project is already developed with industrial
and residential uses and with existing MN Trunk Highway 101 and Queens Avenue NE so close to
the site, an increase in vehicle emissions that would exceed air quality standards is not anticipated.
To minimize excessive construction vehicle emissions, best management practices of avoiding
idling vehicles and maintaining engines and exhaust systems will be utilized to the best extent
possible during construction.
Transportation:
Because Queens Avenue NE already has been developed to support several industrial warehouses
(including the current Blu Dot warehouse) and surrounding residential traffic, traffic congestion
because of the project isn’t anticipated. TH-101 is the principal artery to the area that already sees
existing industrial use for several warehouses in the immediate area and further industrial to the
north and south. Therefore, TH-101 should need no improvement to handle the proposed project
generated traffic.
2) MINNESOTA RULE 4410.1700, SUBP. 7.B – CUMULATIVE POTENTIAL EFFECTS OF RELATED OR
ANTICIPATED FUTURE PROJECTS
a) The surrounding land uses have been planned as part of the City’s Comprehensive Plan, which
addresses natural environment, land use, transportation, infrastructure, and capital
improvements. Such development is required to be consistent with the City Comprehensive Plan;
City Zoning Ordinance, Subdivision Ordinance, and Engineering Manual; as well as State and
Federal regulations. The City does not see surrounding uses as a cumulative environmental effect
related to any single project that is not covered by regulations already in place.
3) MINNESOTA RULE 4410.1700, SUBP. 7.C – THE EXTENT TO WHICH ENVIRONMENTAL AFFECTS ARE
SUBJECT TO MITIGATION BY ONGOING PUBLIC REGULATORY AUTHORITY
6 | Page
a) The following permits and approvals will be required for the proposed project:
Unit of Government Type of Application Status
Federal
US Army Corp of Engineers 404 Permit To be obtained
Approved Jurisdictional Determination Completed
State
Department of Natural
Resources Water Appropriation Permit To be obtained, if needed
Pollution Control Agency NPDES Construction Permit and SWPPP To be Obtained
Sanitary Sewer Extension Permit To be Obtained
10-Day Notice of Demolition of a Structure To be Obtained
Construction Stormwater Permit To be Obtained
CWA Section 401 Water Quality Certification To be Obtained
Department of Health Watermain extension/Plan Review To be Obtained
Well Maintenance Permit/Well Abandonment To be obtained if onsite
domestic well is not sealed
Local
City of Otsego WCA Wetland Boundary Type Confirmation Completed
WCA Replacement Plan To be obtained
Building Permit To be obtained
Electrical Permit To be obtained
Fire Sprinkler and Fire Alarm Permit To be obtained, if needed
Mechanical Permit To be obtained
Plumbing Permit To be obtained
Fence Permit To be obtained, if needed
Right of Way Excavation/Work Permit To be obtained
Grading Permit To be obtained
b) The potential impacts identified as part of the proposed project can be addressed through the
regulatory agencies as part of the permitting process.
4) MINNESOTA RULE 4410.1700, SUBP. 7.D – THE EXTENT TO WHICH ENVIRONMENTAL EFFECTS CAN
BE ANTICIPATED AND CONTROLLED AS A RESULT OF OTHER AVAILABLE ENVIRONMENTAL STUDIES
UNDERTAKEN BY PUBLIC AGENCIES OR THE PROJECT PROPOSER, INCLUDING OTHER EISs.
a) The City of Otsego finds that the proposed project includes various measures to reduce adverse
impacts to the environment and existing natural resources; The project is subject to local,
regional, state, and federal requirements; The developer will secure all necessary permits and
will adhere to all requirements of the permits; Considering the results of environmental review
and permitting processes for similar projects, the City of Otsego finds that the environmental
effects of the project can be adequately anticipated, controlled, and mitigated.
7 | Page
CONCLUSIONS
The Proposed Project Ollie EAW and the subsequent comments received have generated the necessary
information to determine that the proposed project does not have the potential for significant
environmental effects.
The EAW has identified areas where the potential for environmental effects exist, but appropriate
mitigation measures can be incorporated into the project plans and the required approvals and
permits to mitigate these effects will be obtained. If the project cannot be approved by regulating
agencies as currently conceptualized, the applicant may need to revise the plan to meet
regulatory requirements. The project will comply with all local, state, and federal review agency
requirements.
Based on the criteria established in Minnesota Rule 4410.1700, and the Findings of Fact and Conclusions,
the project does not have the potential for significant environmental effects to trigger the need for an
Environmental Impact Statement (EIS). Therefore, an EIS is not required for Project Ollie.
COMMENTS AND CITY OF OTSEGO RESPONSES
The 30-day comment period for Project Ollie EAW ended on February 10, 2022. Comments were
received from the Minnesota Department of Natural Resources, the Minnesota Pollution Control Agency
and Minnesota Office of the State Archaeologist. All comments and subsequent responses to all
comments received are contained within Appendix A.
APPENDIX A
Comments and Responses
Letter 1
328 West Kellogg Blvd St Paul, MN 55102
OSA.Project.Reviews.adm@state.mn.us
Date: 02/01/2022
D. Daniel Licht
City of Otsego
763-441-4414
cityhall@ci.otsego.mn.us
Project Name: Project Ollie
Notes/Comments
I appreciate being given the opportunity to comment on the above listed project. Although no
archaeological site is currently recorded within the proposed project area, it is located near Crow River and
Mississippi River confluence, and numerous sites have been found in the region. Because of this the project
area has a moderate to high potential for containing unrecorded archaeological sites. I recommend that a
qualified archaeologist conduct a survey to determine if the project could damage unrecorded
archaeological sites.
Recommendations
☐ Not Applicable
☐ No Concerns
☐ Monitoring
☐ Phase Ia – Literature Review
☒ Phase I – Reconnaissance survey
☐ Phase II – Evaluation
☐ Phase III – Data Recovery
If you require additional information or have questions, comments, or concerns please contact our office.
Letter 2
Sincerely,
Jennifer Tworzyanski
Assistant to the State Archaeologist
OSA
Kellogg Center 328 Kellogg Blvd W
St Paul MN 55102
651.201.2265
jennifer.tworzyanski@state.mn.us
Response to OSA EAW Comment(s):
Based on the recommendation of the OSA; a qualified archeologist will conduct a survey of the project
site when field conditions are adequate to verify no unrecorded archeological sites are present onsite.
If resources are found, further coordination with the MN SHPO will occur.
1
Division of Ecological and Water Resources Transmitted by Email
Region 3 Headquarters
1200 Warner Road
Saint Paul, MN 55106
February 09, 2022
D. Daniel Licht, City Planner
City of Otsego
13400 90th Street NE
Otsego, MN 55330
Dear D. Daniel Licht,
Thank you for the opportunity to review the Project Ollie EAW in Wright County. The DNR respectfully
submits the following comments for your consideration:
1. Page 4, Cover Types; Page 9, Surface Waters. The proposed 3.55 acres of wetland impacts is
unusually high, and the proposer should demonstrate that there is sufficient need for such
impacts after attempts at minimization and avoidance have been made. Wetlands are a
protected land type because of the valuable ecosystem services they provide , including: flood
control, water filtration, groundwater recharge, carbon sequestration, and wildlife habitat.
Purchasing wetland banking credits to replace these wetland impacts should be seen as a last
resort after all other alternatives have been explored.
2. Page 9, Stormwater. Very little information is provided about what stormwater features and
treatment methods are being proposed. Where will the stormwater pond ultimately discharge
to, and how will this waterbody be affected by the change in water quality or flow? Is
infiltration feasible at this site? What kind of pre-treatment or water quality can be expected as
a result of the proposed stormwater BMP’s? This development will result in an additional 28
acres of impervious surfaces, which is a significant land conversion that requires more detailed
analysis of stormwater management.
3. Page 10, Rare Features. This section should answer all of the questions within the EAW
template including the subsections. The EAW does not describe the current habitat and wildlife
within the project area or discuss how the project will impact these species and habitat.
Wetlands are important wildlife habitat, and this project is proposing to eliminate 3.55 acres of
wetlands as well as 8.41 acres of forest and trees. The EAW should fully consider the effect of
these impacts and discuss them within this section.
4. Page 10, Rare Features. DNR concurs that state-listed species are unlikely to be impacted as a
result of this project. We recommend that BWSR-approved, weed-free, native seed mixes be
2
used to the greatest degree possible in stormwater features and landscaping in order to
provide pollinator habitat.
Thank you again for the opportunity to review this document. Please let me know if you have any
questions.
Sincerely,
Melissa Collins
Regional Environmental Assessment Ecologist | Ecological and Water Resources
Minnesota Department of Natural Resources
1200 Warner Road
St. Paul, MN 55106
Phone: 651-259-5755
Email: melissa.collins@state.mn.us
CC: Joshua Budish, Endeavor Development
Equal Opportunity Employer
Response to MN DNR EAW Comment(s):
1.) As part of the Wetland Conservation Act permitting process, Endeavor Development is
coordinating with the appropriate local, State, and Federal agencies. The project as proposed
includes cessation of row-crop agricultural activities, seeding the upland with native prairie
grasses and seeding the farmed wetland with native wetland species, the purchase of wetland
bank credits at 2:1 within BSA 7 and creation of multiple engineered stormwater management
basins that would ensure no water quality degradation and provide flood water volume and rate
control.
These improvements and mitigation measures offer habitat biodiversity, floodwater attenuation,
groundwater protection, soil quality and health, sediment and pollutant protection for
downstream resources, and a unique habitat cover type to the area. As the site is currently guided
for industrial development, and the surrounding area is quickly developing with residential and
industrial uses, these areas of upland prairie and restored wetlands offer a unique opportunity
to create a land cover type that is lacking in the area and preserve an area that otherwise would
continue to be in agricultural row-production potentially contributing soil erosion and chemical
pesticide/herbicide to downstream receiving waters. Impacts to downstream sensitive water
resources would be beneficial, seeing greater sediment retention and floodwater attenuation
than what the current wetland basins provide, improving soil health and habitat upstream with
native vegetation plantings in wetlands and upland areas, reduce agricultural runoff directly into
the ephemeral stream and Wetland 6, conserving and restoring upland native prairie and wetland
area in the area and improving wildlife habitat particularly for pollinators and butterfly species.
2.) Two stormwater ponds are proposed. The impervious runoff will be collected in storm sewer
piping, and prior to entering the stormwater ponds, a sump manhole will act as the pre-
treatment. Within each pond is a sand filtration basin that will filtrate the water and discharge
through drain tile into the outlet control structure. Filtration basins were used as existing clay
soils are not ideal for infiltration. Post-construction rate control was either matched or decreased
compared to pre-development conditions. A Stormwater Management Plan has been drafted
and is in review with the City of Otsego as part of the project.
3.) The areas of the site not in active agricultural use are primarily previously degraded wetland
basins that were historically farmed, several of which were excavated for agricultural use. The
wetlands onsite are primarily dominated with invasive species such as reed canary grass and
cattail. The forested areas on site are primarily fencerows with some hardwood forest around
the abandoned farmstead, composed of various deciduous and coniferous tree species and an
understory dominated by invasive European buckthorn. Wetlands 2 and 4 offer potential habitat
for amphibian and other wildlife species; however, they are not unique to the surrounding
landscape with over 50 open water wetlands within a single mile of the project area according to
the National Wetland Inventory. The proposed project would re seed approximately 25 acres of
agricultural land into native prairie and re seed portions of wetlands 6, 8 and 9 to restore wetland
function and value.
4.) As described more thoroughly in comments 1 and 3 above, the restoration and reseeding done
on site will be accomplished with BWSR and DNR approved weed free, native seed mixes.
Response to MN MPCA EAW Comment(s):
General Comment: All missing items identified by MPCA have been addressed within these responses
to comments.
Cover Types (Item 7): While sections of fencerow trees and patches of timber around the abandoned
farmstead would be removed for the proposed project, the proposed project would plant numerous
trees along the berm to the south, the stormwater ponds and as landscaping around the building. As
well, the project would reseed several farmed wetlands on site to fresh wet meadow wetland and
convert approximately 25 acres of land currently in agricultural use to native prairie; a habitat type not
commonly preserved or found in the surrounding area. These improvements and mitigation measures
offer habitat biodiversity, floodwater attenuation, groundwater protection, soil quality and health,
sediment and pollutant protection for downstream resources, and a unique habitat cover type to the
area. The deep-rooted vegetation found in native prairies are also efficient at storing carbon, balancing
out the impacts the project would have on the forested areas. These areas are also densely populated
with invasive European buckthorn, which would be removed as well.
Water Resources Surface Waters: As part of the permitting for the project, coordination with the MPCA
is underway to complete 401 water quality certifications.
Water Resources Wastewater: The proposed project would generate 1,000 gallons per day for Phase 1
and 1,700 gallons per day after full buildout of both phases. The east wastewater treatment facility
current specifications from the City of Otsego are:
Therefore, the minimal increase would not adversely impact the facility.
Water Resources Stormwater Bullet One: A Stormwater Pollution Prevention Plan has been prepared
and is located within the Preliminary Plat submittal dated December 29, 2021 which highlights the
stabilization and buffer zone requirements based on the proximity of the Mississippi and Crow Rivers.
The appropriate stormwater requirements and measures will be utilized to avoid any adverse impacts
to protected resources.
Water Resources Stormwater Bullet Two: As part of the permitting process and discussion with the
local, state, and federal agencies, all wetland credits will be purchased within BSA 7 for the proposed
project. The restoration and mitigation described above will add greater function and value to the
surrounding landscape than the historically degraded and invasive filled wetlands currently proposed to
be impacted.
Water Resources Stormwater Bullet Three: Wetland buffers will be utilized during and after
construction to protect the resources onsite and avoid downgradient sediment erosion. If during
construction the buffer must be encroached, double downgradient sediment controls will be utilized,
and the disturbed buffer stabilized and restored.
Water Resources Stormwater Bullet Four: The Draft Geotechnical Report by Vieau Associates, Inc. dated
December 16, 2021 indicates that existing site soils are primarily clay-based soils, which are not ideal for
infiltration. Therefore, filtration basins within wet NURP ponds were proposed for this site. As described
above for the cover type comment and DNR responses, trees will be replanted around the entirety of
the project footprint, stormwater ponds and berm and approximately 25 acres of agricultural fields will
be planted to native prairie with several farmed wetlands re seeded with native weed free seed mixes.
Contamination/Hazardous Materials/Waste (Item 12): The farmstead on site has been abandoned for
several years with the main house being tore down and removed in 2018. The remaining structures on
site are empty metal sheds and a wooden barn. As the farm has not been in active use for some time
and the structures are empty and abandoned, agricultural chemicals are not anticipated to be found on
site.
If any hazardous materials are found during inspection, the proper permits will be acquired, and disposal
procedures followed. The solid wastes generated during demolition will be recycled or disposed of at a
state-permitted landfill. Construction of the proposed project will generate construction-related waste
materials which will either be recycled or disposed of in the proper facilities in accordance with state
and federal regulations and guidelines. A site safety spill prevention plan will be in place prior to
construction starting to be used in the event of any hazardous material release. Proper equipment
maintenance and spill prevention will be followed by contractors to minimize any potential impacts
during construction.
The proposed project is not anticipated to produce or store any hazardous waste or materials.
Noise: The proposed project is not anticipated to exceed the standards laid out in Minnesota
Administrative Rule 7030.0040, similar to the existing warehouse conditions across the street.
Construction hours are regulated by the City Code and Engineering Manual to comply with MPCA
regulations.
Cumulative Potential Effects: The only current projects are new development of R+L Carriers at 70th
Street (CSAH 38) and Queens Avenue and expansion of the Room & Board building to +/- 700,000
square feet.
As described in the EAW, the surrounding land uses are planned as part of the City’s Comprehensive
Plan, which addresses natural environment, land use, transportation, infrastructure, and capital
improvements. Such development is required to be consistent with the City Comprehensive Plan; City
Zoning Ordinance, Subdivision Ordinance, and Engineering Manual; as well as State and Federal
regulations.
The City of Otsego does not see surrounding uses as a cumulative environmental effect related to any
single project that is not covered by regulations already in place.
Other Potential Environmental Effects: The project did not identify any other potential environmental
effects that were not addressed in Sections 1 through 19. Smart salting practices are discussed as part
of the Water Resources section and additional detail is included in responses above.
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PLOTTED:COMM. NO.DRAWING NO.----16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO.DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT 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.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021CONSTRUCTION PLANSFORPROJECT OLLIE16705 65TH ST NEOTSEGO, MN 55330NSITE LOCATIONHIGHWAY 10HIGHWAY 101
65TH ST NEQUEENS AVE NE OWNER/DEVELOPERENDEAVOR DEVELOPMENT200 SOUTHDALE CENTERMINNEAPOLIS, MN 55435ATTN: JOSHUA BUDISH(952)-210-5870ENGINEER/SURVEYORANDERSON ENGINEERING OF MN13605 1ST AVE NORTH, SUITE 100PLYMOUTH, MN 55441ATTN: ERIK B. HEDMAN763-412-4000GOPHER 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:1. THE HORIZONTAL DATUM AND BEARINGS AREBASED ON THE WRIGHT COUNTY COORDINATESYSTEM NAD83 (2011)2. THE VERTICAL DATUM IS NAVD 88. THE SITEBENCH MARK IS THE TOP NUT OF THE HYDRANTLOCATED 112 FEET NORTHWESTERLY OF THESOUTHWESTERLY PROPERTY CORNER (DEPICTEDHEREON). ELEVATION = 942.50 FEETMISSISSIPPI RIVERHIGHWAY 101RICE LAKE02000'4000'0500'1000'COVER SHEETG-1SHEET INDEXSheetNumberSheet TitleG-1COVER SHEETC-1PRELIMINARY PLATC-2DEMO PLANC-3OVERALL GRADING PLANC-4GRADING PLAN - WESTC-5GRADING PLAN - EASTC-6UTILITY PLAN - WESTC-7UTILITY PLAN - EASTC-8WATERMAIN PLAN & PROFILEC-9SANITARY PLAN & PROFILEC-10PAVEMENT PLANC-11EROSION CONTROL PLANC-12SWPPP - PAGE 1C-13SWPPP - PAGE 2C-14DETAILS 1C-15DETAILS 2C-16DETAILS 3C-17DETAILS 4C-18DETAILS 5L-1PLANTING PLAN - OVERALLL-2PLANTING PLAN - ENLARGEMENTS &DETAILSL-3PLANTING SCHEDULES & NOTES
R.R.R.R.390,676 SF
WAREHOUSE
1
474 SF
MECH
2
N
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 100'200'
PRELIMINARY
PLAT
C-1
65TH ST NE
QUEENS AVE NELEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
ADJACENT PROPERTY
BUILDING SETBACKS
PARKING SETBACK
DRAINAGE AND UTILITY
EASEMENT
PROPOSED CONCRETE C&G
PROPOSED RETAINING WALL
PROPOSED BITUMINOUS
PAVEMENT
PROPOSED CONCRETE
PAVEMENT
WETLAND IMPACT
HANDICAP STALL DESIGNATION
SITE DATA
EXISTING CONDITIONS
EXISTING LEGAL DESCRIPTION: SECT-35 TWP-121 RANGE-023 UNPLATTED LAND OTSEGO 78.50 AC THE NORTH HALF OF
THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA.
PID: 118500354100
FULL LOT AREA: 78.5 ACRES
EXISTING ZONING: AGRICULTURAL
PROPOSED CONDITIONS
PROPOSED LEGAL DESCRIPTION:
PROPOSED ZONING: I-1 INDUSTRIAL
SETBACKS
FRONT YARD = 65 FT FROM CENTERLINE, 30 FT FROM ROW
SIDE YARD = 30 FT
REAR YARD = 20 FT
MAXIMUM SITE COVERAGE
BUILDING AND STRUCTURE: FIFTY PERCENT (50%)
IMPERVIOUS SURFACES: EIGHTY FIVE PERCENT (85%)
PARKING REQUIRED (PHASE 1)
WAREHOUSE (99%): 396,000 SF x 1 STALL/1,000 SF = 396 STALLS
OFFICE (1%): 4,000 SF x 1 STALL/200 SF = 20 STALLS
TOTAL = 416 STALLS
PARKING PROVIDED (PHASE 1)
CAR PARKING = 120 STALLS
HANDICAP STALLS (VAN)= 6 STALLS
SEMI-TRAILER PARKING = 52 STALLS
PROPOSED BUILDING
(PHASE 1)
401,544 SF
FFE = 923.0
FUTURE ADDITION
(PHASE 2)
343,200 SF
FFE = 923.0
572.0702.060.070.060.070.010.0600.0
18.0
24.0
6.0
10.0
TRAILER PARKING
52 STALLS (55' L x 12' W)
EMPLOYEE PARKING LOT
120 STALLS (18' L x 9' W)
6 HANDICAP STALLS (18' L x 8' W, VAN)
FUTURE PAVEMENT
EXTENTS
30.0
55.030.0
12.09.05' BERM WITH FENCE/LANDSCAPING
DELINEATED
WETLAND (TYP)
DELINEATED
WETLAND (TYP)50'DEDICATIONTO CITYPARKING
SETBACK
NEW PROPERTY
BOUNDARY
55.0RETAINING
WALL
RETAINING
WALL
FUTURE TRAILER
PARKING
5' BERM WITH FENCE/LANDSCAPING
PARKING
SETBACK
BUILDING
SETBACK
BUILDING
SETBACK
STORMWATER POND (P1)
NWL = 902.0
2YR HWL = 904.09
10YR HWL = 904.77
100YR HWL = 906.46
STORMWATER POND (P2)
NWL = 899.0
2YR HWL = 900.15
10YR HWL = 901.08
100YR HWL = 902.10
30.0
15.0
EXISTING
PROPERTY
BOUNDARY
30.015.0R40.0R40.0
R30.0R100.0WATERMAIN D&U EASEMENT
STORMWATER POND D&U EASEMENT
STORMWATER POND D&U EASEMENT
R40.0R40.0
30.053.530.0R30.0
R10.0
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 120'240'
DEMO PLAN
C-2
LEGEND
PROPERTY LIMITS
EXISTING WETLAND BOUNDARY
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING FENCE
EXISTING GAS MAIN
EXISTING OVERHEAD WIRES
EXISTING TELEPHONE
EXISTING UNDERGROUND
ELECTRIC
EXISTING HYDRANT AND GV
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER INLET
REMOVE EXISTING UTILITY LINE
REMOVE EXISTING FENCE
REMOVE EXISTING TREES AND
WOODLAND BRUSH
REMOVE EXISTING BUILDING
STRUCTURE
REMOVE EXISTING ASPHALT
PAVEMENT
REMOVE EXISTING ASPHALT
BIKE PATH
REMOVE EXISTING GRAVEL
PAVEMENT
WETLAND IMPACT AREA
REMOVE EXISTING CONCRETE
C&G
REMOVE TREE
62ND ST NE
65TH ST NE
QUEENS AVE NEREMOVE ASPHALT
BIKE PATH
REMOVE
CONCRETE
CURB
REMOVE ASPHALT
BIKE PATH
REMOVE
CONCRETE
CURB
REMOVE EXISTING
FENCE, TYP.
REMOVE GRAVEL
PAVEMENT
REMOVE EXISTING
BUILDINGS
EXISTING TREES AND
WOODLAND BRUSH
TO BE REMOVED
REMOVE SEPTIC SYSTEM. CONTRACTOR
TO CONFIRM LOCATION
N
REMOVE ASPHALT
PAVEMENT
R.R.R.R.A300
2
A3003
A300
A300
4
1
2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
I
J
K
L 570' - 0"60' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"60' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"
1
700' - 0"
390,676 SF
WAREHOUSE
1
474 SF
MECH
2
A400
1
CB-301
R 928.81
CBMH-206
R 926.79
CBMH-207
R 926.67
STMH-208
R 923.17
CB-201
R 921.79
CBMH-205
R 921.39
CB-101
R 920.87
CBMH-202
R 920.68
CBMH-203
R 920.54
CBMH-204
R 920.52
STMH-107
R 917.98
CBMH-103
R 917.18
CBMH-215
R 916.88
CBMH-105
R 916.74
CBMH-104
R 916.71
CBMH-102
R 916.70
CBMH-106
R 916.14
CBMH-210
R 915.81
CBMH-216
R 915.66
CBMH-213
R 915.63CBMH-209
R 915.36
CBMH-211
R 915.35 CBMH-214
R 915.32
CBMH-212
R 915.32
STMH-108
R 915.93
CB-102A
R 914.57
STMH-109
R 915.00
STMH-217
R 914.44 STMH-218
R 912.58
STMH-219
R 910.39
STMH-110
R 909.27
STMH-111
R 905.48
FES-220
INV 902.00
FES-112
INV 899.00
FES-410
INV 899.00
FES-507
INV 895.00
FES-302
I-924.7
FES-301
I-925.2
FES-602
INV 902.00
FES-601
INV 905.60
FUTURE WAREHOUSE
(PH 2)
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 120'240'
N
N
OVERALL
GRADING PLAN
C-3
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
WETLAND BUFFER
DELINEATED WETLAND
EXISTING SPOT ELEVATION
SOIL BORING LOCATION
DRAINAGE ARROW
PROPOSED RETAINING WALL
PROPOSED CONCRETE C&G
TIP OUT CURB
SILT FENCE
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
SPOT ELEVATION
FLOW LINE OF CURB
HIGH POINT / FLOW LINE OF CURB
RIM ELEVATION
TOP OF WALL
BOTTOM OF WALL
966
965
966
965
F/H 800.1
F 800.1
R 800.1
800.1
T 800.1
B 800.1
65TH ST NE
QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCK = 919.0
POND P-1
NWL = 902.0
2-YR HWL = 904.09
10-YR HWL = 904.77
100-YR HWL = 906.46
POND P-2
NWL = 899.0
2-YR HWL = 900.15
10-YR HWL = 901.08
100-YR HWL = 902.10
20' WETLAND
BUFFER (TYP.)
DELINEATED WETLAND
(TYP.)
WETLAND 6
100-YR HWL = 888.43
WETLAND 8
100-YR HWL = 903.39
WETLAND 7
100-YR HWL = 916.55
WETLAND 4
100-YR HWL = 908.83
WETLAND 3
100-YR HWL = 924.60
WETLAND 5
100-YR HWL = 919.97
R.R.R.R.A300
2
A3003
A300
A300
4
1
390,676 SF
WAREHOUSE
1
474 SF
MECH
2
A400
1
CB-301
R 928.81
CBMH-206
R 926.79
CBMH-207
R 926.67
STMH-208
R 923.17
CB-201
R 921.79
CBMH-205
R 921.39
CB-101
R 920.87
CBMH-202
R 920.68
CBMH-203
R 920.54
CBMH-204
R 920.52
STMH-107
R 917.98
CBMH-103
R 917.18
CBMH-215
R 916.88
CBMH-105
R 916.74
CBMH-104
R 916.71CBMH-102
R 916.70
CBMH-106
R 916.14
CBMH-210
R 915.81
CBMH-216
R 915.66
CBMH-213
R 915.63
CBMH-209
R 915.36
CBMH-211
R 915.35
CBMH-214
R 915.32CBMH-212
R 915.32
CB-102A
R 914.57
STMH-217
R 914.44
ME 927.17
ME 928.13
FL 926.83
FL 926.00
FL 926.60
FL 925.06
FL 922.12
FL 923.46
FL 922.29
FL 922.30
FL 921.39
FL 921.25
FL 921.03
FL 921.87
FL 922.02
FL 922.26
FL 922.23
FL 921.93
FL 921.85
FL 921.85
FL 921.93
FL 922.23
FL 921.43
FL 921.43
FL 921.33
FL 921.33
FL 921.03
FL 921.03
FL 922.23
FL 921.93
FL 921.95
FL 921.85
FL 921.93
FL 922.23
FL 921.43
FL 921.43
FL 921.33
FL 921.03
FL 921.33
FL 921.03
FL 921.28
FL 921.03
FL 921.39
FL 919.23
FL 925.10
FL 932.06FL 932.18
FL 937.43
FL 936.31
FL 936.24
FL 937.43
ME 937.99
ME 938.65
FL 917.92
FL 916.35
FL 915.60
FL 915.60
FL 916.60
FL 916.70 FL 916.71
FL 916.60
FL 915.60 FL 915.60
FL 916.62
FL 916.75
FL 915.94
BW 922.43
BW 920.02
BW 918.92BW 919.50
BW 922.85
FL 916.76
PG 918.80
PG 919.00
PG 922.40
BW 918.10
BW 918.55
BW 919.05
TW 918.10
TW 919.25
TW 920.74
FL 917.19
FL 918.59
FL 921.61
FL 922.85
PG 922.85
PG 919.00
FFE 923.00
PG 922.82
PG 922.82
PG 922.82
FFE 923.00
FFE 923.00
PG 922.82
PG 922.82
PG 922.82
PG 922.82
FFE 923.00
PG 918.84
PG 918.10
FFE 923.00 FFE 923.00
PG 919.00
FFE 923.00
FFE 923.00
PG 918.84
PG 918.10
PG 919.00
FFE 923.00
5.0%1.5%2.0%1.5%2.0%7.8%9.4%5.
0
%
4.4%
2.6%
2.8%
2.8%
2.0%1.5%2.0%1.5%1.4%2.0%
2.0%
2.0%
TW 922.82
BW 922.00
TW 922.85
TW 922.05
TW 921.18
TW 921.95
TW 922.85
PG 922.85
PG 918.10
FFE 923.00
FFE 923.00
FFE 923.00
FFE 923.00
FFE 923.00
FFE 923.00
PG 922.85
PG 918.10
PG 918.10
BW 912.00
BW 912.72
TW 912.00
TW 915.91
TW 915.57
BW 912.48
TW 914.84
BW 909.56
FES-302
INV 924.70
FES-301
INV 925.20
25.0%
25.0%25.0%25.0%R.R.R.R.A400
1
FL 922.23FL 922.01
FL 921.87
FL 921.68
FL 921.74
FL 918.12
FL 921.65
FL 922.79
PG 922.79
PG 922.86
PG 922.86
PG 922.34
PG 918.10
PG 919.00
FFE 923.00
PG 922.82
PG 922.82
FFE 923.00
10.1%2.8%
2.0%
PG 918.10
PG 922.77
FFE 923.00 FFE 923.00
7.8%1.5%1.5%PG 922.80
PG 922.73
PG 922.73
PG 922.23
PG 922.73
PG 922.25
PG 921.92
PG 921.92
FL 922.23
PG 922.73
FL 922.23
PG 922.25
PG 922.82
PG 922.90
PG 923.00
PG 922.92
PG 922.93
PG 922.73
PG 922.73
PG 922.25
PG 922.23
PG 922.77
PG 922.44
PG 922.25
PG 922.23
PG 922.25
PG 922.25
PG 922.34
PG 922.34
PG 922.82
PG 922.81
PG 922.84
PG 922.79
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 60'120'
N
N
GRADING PLAN -
WEST
C-4
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING SPOT ELEVATION
SOIL BORING LOCATION
DRAINAGE ARROW
PROPOSED RETAINING WALL
PROPOSED CONCRETE C&G
TIP OUT CURB
SILT FENCE
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
SPOT ELEVATION
FLOW LINE OF CURB
HIGH POINT / FLOW LINE OF CURB
RIM ELEVATION
TOP OF WALL
BOTTOM OF WALL
966
965
966
965
F/H 800.1
F 800.1
R 800.1
800.1
T 800.1
B 800.1
65TH ST NE
QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCKS = 919.0
1 GRADING PLAN - WEST
SCALE: 1" = 60'
2 INSET A
SCALE: 1" = 20'
SEE INSET A FOR
DETAILED GRADING
WETLAND 4
100-YR HWL = 908.83
WETLAND 3
100-YR HWL = 924.60
WETLAND 5
100-YR HWL = 919.97
STMH-108
R 915.93
STMH-109
R 915.00
STMH-218
R 912.58 STMH-219
R 910.39
STMH-110
R 909.27
STMH-111
R 905.48
FES-220
INV 902.00
FES-112
INV 899.00
BW 911.00
TW 911.00
TW 913.00
BW 908.55
FES-410
INV 899.00
OCS-506
R 903.00
FES-507
INV 895.00
OCS-409
R 906.01
BW 914.74
TW 915.00
BW 914.41 BW 911.66 BW 914.12
TW 915.00 TW 915.00 TW 915.00
FES-602
INV 902.00
FES-601
INV 905.60
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 60'120'
N
N
GRADING PLAN -
EAST
C-5
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING SPOT ELEVATION
SOIL BORING LOCATION
DRAINAGE ARROW
PROPOSED RETAINING WALL
PROPOSED CONCRETE C&G
TIP OUT CURB
SILT FENCE
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
SPOT ELEVATION
FLOW LINE OF CURB
HIGH POINT / FLOW LINE OF CURB
RIM ELEVATION
TOP OF WALL
BOTTOM OF WALL
966
965
966
965
F/H 800.1
F 800.1
R 800.1
800.1
T 800.1
B 800.1
65TH ST NE
QUEENS AVE NEFUTURE WAREHOUSE (PH 2)
FFE = 923.0
LOADING DOCKS = 919.0
1 GRADING PLAN - EAST
SCALE: 1" = 60'
FUTURE PAVEMENT EXTENTS
DELINEATED WETLAND (TYP)
20' WETLAND BUFFER (TYP)
POND P-1
NWL = 902.0
2-YR HWL = 904.09
10-YR HWL = 904.77
100-YR HWL = 906.46
POND P-2
NWL = 899.0
2-YR HWL = 900.15
10-YR HWL = 901.08
100-YR HWL = 902.10
WETLAND 6
100-YR HWL = 888.43
WETLAND 8
100-YR HWL = 903.39
WETLAND 7
100-YR HWL = 916.55
WETLAND 4
100-YR HWL = 908.83
WETLAND 5
100-YR HWL = 919.97
STMH-107
RIM 917.98
I. 905.15(36" IN)
I. 905.15(36" OUT)
STMH-217
RIM 914.44
I. 905.15(42" IN)
I. 904.75(48" OUT)
CB-101
RIM 920.87
I. 911.95(16" OUT)
CBMH-102
RIM 916.70
I. 911.45(16" IN)
I. 911.19(20" OUT)
I. 911.32(18" IN)
CBMH-103
RIM 917.18
I. 910.71(20" IN)
I. 910.44(24" OUT)
I. 910.97(16" IN)
CB-102A
RIM 914.57
I. 911.47(18" OUT)
CBMH-104
RIM 916.71
I. 909.62(24" IN)
I. 909.62(24" OUT)
CBMH-105
RIM 916.74
I. 907.97(24" IN)
I. 907.57(30" OUT)
I. 908.47(16" IN)
CBMH-106
RIM 916.14
I. 906.29(30" IN)
I. 905.89(36" OUT)
RD-01
RIM 914.70
I. 913.24(16" OUT)
RD-02
RIM 913.06
I. 911.59(16" OUT)
CB-201
RIM 921.79
I. 917.13(16" OUT)
CBMH-202
RIM 920.68
I. 916.54(16" IN)
I. 916.54(16" OUT)
CBMH-203
RIM 920.54
I. 915.60(16" IN)
I. 915.47(18" OUT)
CBMH-204
RIM 920.52
I. 914.37(18" IN)
I. 913.97(24" OUT)
CBMH-205
RIM 921.39
I. 913.26(24" IN)
I. 913.26(24" OUT)
STMH-208
RIM 923.17
I. 912.23(24" IN)
I. 912.23(24" OUT)
I. 912.77(16" IN)
CBMH-207
RIM 926.67
I. 912.41(24" IN)
I. 912.41(24" OUT)
CBMH-206
RIM 926.79
I. 912.56(24" IN)
I. 912.56(24" OUT)
I. 913.09(16" IN)
CB-301
RIM 928.81
RD-03
RIM 919.35
I. 917.88(16" OUT)
CBMH-209
RIM 915.36
I. 910.81(24" IN)
I. 910.41(30" OUT)
RD-04
RIM 916.46
I. 915.00(16" OUT)
CBMH-210
RIM 915.81
I. 909.96(30" IN)
I. 909.56(36" OUT)
I. 910.89(16" IN)
CBMH-211
RIM 915.35
I. 909.01(36" IN)
I. 909.01(36" OUT)
CBMH-212
RIM 915.32
I. 908.39(36" IN)
I. 908.39(36" OUT)
CBMH-213
RIM 915.63
I. 908.06(36" IN)
I. 907.66(42" OUT)
I. 908.99(16" IN)
RD-05
RIM 914.51
I. 913.04(16" OUT)
RD-06
RIM 913.20
I. 911.74(16" OUT)
CBMH-214
RIM 915.32
I. 906.99(42" IN)
I. 906.99(42" OUT)
CBMH-215
RIM 916.88
I. 906.46(42" IN)
I. 906.46(42" OUT)
I. 908.20(16" IN)
CBMH-216
RIM 915.66
I. 906.16(42" IN)
I. 906.16(42" OUT)
SMH-02
RIM 927.65
I. 915.30(3" IN)
100 LF -
16" HDPE ST
@ 0.50%
96 LF -
20" HDPE ST
@ 0.50%
104 LF -
24" HDPE ST
@ 0.79%
196 LF -24" HDPE ST@ 0.84%256 LF -30" HDPE ST@ 0.50%
148 LF -
36" HDPE ST
@ 0.50%
125 LF -
16" HDPE PIPE ST
@ 2.50%
125 LF -
16" HDPE ST
@ 1.82%117 LF -
16" HDPE ST
@ 0.50%
189 LF -
16" HDPE ST
@ 0.50%
221 LF -
18" HDPE ST
@ 0.50%
142 LF -
24" HDPE ST
@ 0.50%
139 LF -
24" HDPE ST
@ 0.50%
97 LF -
16" HDPE ST
@ 10.13%
30 LF -
24" HDPE ST
@ 0.50%
36 LF -
24" HDPE ST
@ 0.50%
182 LF -
16" HDPE PIPE ST
@ 2.81%
103 LF -
24" HDPE ST
@ 1.37%
91 LF -
30" HDPE ST
@ 0.50%
181 LF -
16" HDPE PIPE ST
@ 2.27%
109 LF -
36" HDPE ST
@ 0.50%
124 LF -
36" HDPE ST
@ 0.50%
67 LF -
36" HDPE ST
@ 0.50%
133 LF -
42" HDPE ST
@ 0.50%
181 LF -
16" HDPE PIPE ST
@ 2.24%
118 LF -
16" HDPE PIPE ST
@ 3.00%
88 LF -
42" HDPE ST
@ 0.60%
61 LF -
42" HDPE ST
@ 0.50%
161 LF -
42" HDPE ST
@ 0.62%
I. 909.00(6" OUT)
FES-302
RIM 926.17
I. 924.70(16" IN)
FES-301
RIM 926.68
I. 925.20(16" OUT)
50 LF -
16" HDPE PIPE ST
@ 1.00%
STORM STRUCTURE SCHEDULE
STRUCTURE NUMBER DIAMETER (IN)
CASTING (NEENAH OR APPROVED
EQUAL)
CB-101 48 R-3067-V
CBMH-102 54 R-3067-V
CB-102A 48 R-4342
CBMH-103 54 R-3067-V
CBMH-104 48 R-3067-V
CBMH-105 48 R-3067-V
CBMH-106 48 R-4342
STMH-107 48 R-1642
STMH-108 54 R-1642
STMH-109 54 R-1642
STMH-110 54 R-1642
STMH-111 60 R-1642
CB-201 48 R-3067-V
CBMH-202 48 R-3067-V
CBMH-203 48 R-3067-V
CBMH-204 48 R-3067-V
CBMH-205 48 R-3067-V
CBMH-206 54 R-3067-V
CBMH-207 48 R-3067-V
CBMH-208 54 R-3067-V
CBMH-209 48 R-3067-V
CBMH-210 60 R-3067-V
CBMH-211 48 R-3067-V
CBMH-212 48 R-3067-V
CBMH-213 66 R-3067-V
CBMH-214 60 R-3067-V
CBMH-215 66 R-1642
CBMH-216 66 R-4342
STMH-217 72 R-1642
STMH-218 108 R-1642
STMH-219 108 R-1642
CB-301 48 R-4342
OCS-409 48 HAALA 48-57
OCS-506 48 HAALA 48-57
SANITARY STRUCTURE SCHEDULE
STRUCTURE NUMBER DIAMETER (IN)CASTING (NEENAH OR APPROVED
EQUAL)
SMH-02 48 R-1642
LIFT STATION 48 R-1642
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 60'120'
N
N
UTILITY PLAN -
WEST
C-6
65TH ST NE
QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCKS = 919.0
1 UTILITY PLAN - WEST
SCALE: 1" = 60'
LEGEND
PROPERTY LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED STORM SEWER
DRAINAGE & UTILITY EASEMENT
1.ALL CONSTRUCTION SHALL COMPLY WITH 2018 EDITION OF MN/DOT
STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING
SUPPLEMENTS), AS APPLICABLE. ALL CONSTRUCTION SHALL COMPLY
WITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS.
2.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE
AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.
3.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL
HORIZONTAL AND VERTICAL CONTROLS.
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
5.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION
PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR
SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF
INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR
THE WORK.
6.PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.
7.SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED
AND APPROVED BY THE ENGINEER OF RECORD.
PROPOSED DRAINTILE
PROPOSED WATERMAIN FITTING
PROPOSED STORM INLETS
FES W/ CABLE CONCRETE
SHEET NOTES
MATCH LINE SEE SHEET C-7
STMH-218
RIM 912.58
I. 903.75(48" IN)
I. 903.75(48" OUT)
FES-220
RIM 906.75
I. 902.00
STMH-219
RIM 910.39
I. 902.75(48" IN)
I. 902.35(48" OUT)
STMH-108
RIM 915.93
I. 904.15(36" IN)
I. 903.35(48" OUT)
STMH-109
RIM 915.00
I. 902.28(48" IN)
I. 902.28(48" OUT)
STMH-111
RIM 905.48
I. 899.18(48" IN)
I. 899.18(48" OUT)
STMH-110
RIM 909.27
I. 899.68(48" IN)
I. 899.68(48" OUT)FES-112
RIM 903.75
I. 899.00
200 LF -48" HDPE ST@ 0.50%200 LF -48" HDPE ST@ 0.50%
64 LF -
54" RCP RCP ST
@ 0.55%
200 LF -36" HDPE ST@ 0.50%200 LF -48" HDPE ST@ 0.53%400 LF -48" HDPE ST@ 0.65%
87 LF -
48" HDPE ST
@ 0.57%
37 LF -
48" RCP ST
@ 0.50%
CO
CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
CO
CO
CO
CO COCO
CO
CO
CO
CO
CO
CO COCOCO
CO
FES-410
RIM 901.06
I. 899.00
FES-507
RIM 897.06
I. 895.00
CLEANOUT (TYP)
RIM 900.50
INV 899.50 (4" DRAINTILE)
OCS-409
RIM 906.01
I. 899.50(4" IN)
I. 901.00(12" IN)
I. 899.30(21" OUT)
CLEANOUT (TYP)
RIM 897.0
INV 896.0 (4" PVC)
OCS-506
RIM 903.00
I. 898.00(12" IN)
I. 895.27(21" OUT)
I. 896.00(4" IN)
55 LF -
21" CONCRETE PIPE ST
@ 0.55%
4" PVC PERF
@ 0.0% (TYP)
54 LF -
21" CONCRETE PIPE ST
@ 0.50%
4 " PVC PERF @ 0.0% (TYP)
FES-601
RIM 907.12
I. 905.60
72 LF -
15" CONCRETE PIPE ST
@ 5.00%
FES-602
RIM 903.52
I. 902.00
26 LF -
12" CONCRETE PIPE ST
@ 0.00%
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 60'120'
N
N
65TH ST NE
1 UTILITY PLAN - EAST
SCALE: 1" = 60'
LEGEND
PROPERTY LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED STORM SEWER
DRAINAGE & UTILITY EASEMENT
1.ALL CONSTRUCTION SHALL COMPLY WITH 2018
EDITION OF MN/DOT STANDARD CONSTRUCTION
SPECIFICATIONS (INCLUDING SUPPLEMENTS), AS
APPLICABLE. ALL CONSTRUCTION SHALL COMPLY
WITH STATE, COUNTY, AND CITY PERMIT
REQUIREMENTS.
2.CONTRACTOR SHALL VERIFY ALL UNDERGROUND
UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR
TO BEGINNING THE WORK.
3.THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ALL HORIZONTAL AND VERTICAL
CONTROLS.
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND ELEVATIONS PRIOR TO CONSTRUCTION.
5.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
CONSTRUCTION PERMITS REQUIRED TO PERFORM
ALL THE WORK. THE CONTRACTOR SHALL POST
ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF
INSURANCE, AND PROVIDE ANY NECESSARY
TRAFFIC CONTROL FOR THE WORK.
6.PROTECT EXISTING UTILITIES UNLESS OTHERWISE
NOTED.
7.SUBSTITUTIONS FROM INFO. SHOWN HEREON
SHALL BE REVIEWED AND APPROVED BY THE
ENGINEER OF RECORD.
PROPOSED DRAINTILE
PROPOSED WATERMAIN FITTING
PROPOSED STORM INLETS
FES W/ CABLE CONCRETE
SHEET NOTES
UTILITY PLAN -
EAST
C-7MATCH LINE SEE SHEET C-6NEW POND (P1)
NWL = 902.0
2YR = 904.09
10YR = 904.77
100YR = 906.46
NEW POND (P2)
NWL = 899.0
2YR = 900.15
10YR = 901.08
100YR = 902.10
0+00 1+002+003+004+005+006+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0030+15BP: 0+00.00PI: 1+09.38PI: 5+53.51
P
I
:
5
+
6
7
.
2
0 PI: 13+09.11PI: 13+26.10PI: 20+05.42
P
I
:
2
0
+
1
7
.
7
3
PI: 27+65.58PI: 27+75.62EP: 30+14.71
12" 135° BEND
12" 135° BEND
12" 135° BEND
12" 135° BEND
10 LF 12" DIP CL 52 WM
10 LF 12" DIP CL 52 WM
110 LF 12" DIP CL 52 WM
684 LF 12" DIP CL 52 WM
14 LF 12" DIP CL 52 WM
12" GATE VALVE
12" GATE VALVE
12x12x12 TEE
12x6x12 TEE
6" GATE VALVE
6" HYDRANT
12x6x12 TEE
12x6x12 TEE
6" GATE VALVE
6" HYDRANT
769 LF 12" DIP CL 52 WM
12x6x12 TEE
6" GATE VALVE
6" HYDRANT
17 LF 12" DIP CL 52 WM
12x6x12 TEE
12x6x12 TEE
680 LF 12" DIP CL 52 WM
6" GATE VALVE
6" GATE VALVE
12" GATE VALVE
12x6x12 TEE
6" GATE VALVE
12x6x12 TEE
6" GATE VALVE
772 LF 12" DIP CL 52 WM
6" HYDRANT 6" HYDRANT
12" GATE VALVE
6" GATE VALVE
6" HYDRANT
6" GATE VALVE
6" HYDRANT
HYDRANT 1
STA. 2+53.26
OFFSET=31.670
N=197288.5852
E=585840.7885
HYDRANT 2
STA. 5+76.35
OFFSET=10.670
N=197587.8461
E=585827.9535 HYDRANT 3
STA. 8+49.69
OFFSET=53.997
N=197544.5187
E=586101.2901
HYDRANT 4
STA. 11+49.69
OFFSET=53.997
N=197544.5187
E=586401.2901
HYDRANT 7
STA. 21+86.51
OFFSET=53.995
N=196952.5109
E=586395.2874
HYDRANT 8
STA. 24+62.51
OFFSET=53.997
N=196952.5135
E=586119.2901
HYDRANT 9
STA. 28+62.93
OFFSET=31.670
N=196992.9267
E=585840.7885
6" HYDRANT
6" HYDRANT
HYDRANT 5
STA. 16+11.10
OFFSET=-10.023
N=197301.5384
E=586582.7885
HYDRANT 6
STA. 18+42.18
OFFSET=-10.019
N=197070.4593
E=586582.7885
59 LF 12" DIP
CL 52 WM
12x12x12 TEE
12" GATE VALVE
12" GATE VALVE
N=196898.5161
E=586582.7885
12" GATE VALVE
12" GATE VALVE
N=197598.5161
E=586582.7885
910
920
930
940
900
905
910
915
920
925
930
935
940
934.10+00 926.09930.2921.64929.31+00 921.83928.9921.83929.32+00 921.83929.4921.83928.53+00 921.81926.8921.83924.94+00 921.83922.6921.85920.95+00 922.30921.2921.61918.96+00 919.12916.1918.02914.37+00 918.02913.1918.02912.88+00 918.02914.4918.02917.19+00 918.02920.6918.02921.810+00
16" HDPE
STATION=0+69.30
ELEV=914.744
12" DIP CL 52
STATION=0+69.37
ELEV=912.596
6" PVC SDR 35
STATION=9+49.83
ELEV=907.982
12" DIP CL 52
STATION=9+49.83
ELEV=909.520
12" GV
STATION=1+12.28
ELEV=913.494
12" GV
STATION=0+03.07
ELEV=924.403
910
920
930
940
900
905
910
915
920
925
930
935
940
918.02921.810+00 918.02921.9918.02921.111+00 918.02920.4918.02920.212+00 918.02920.5917.87920.613+00 918.84921.1921.34920.614+00 922.50920.2922.50918.315+00 922.50916.5922.50916.616+00 922.50912.6922.50913.617+00 922.50915.6922.50917.318+00 922.50919.5922.50919.219+00 921.91918.3919.53919.220+00
16" HDPE
STATION=10+95.19
ELEV=910.062
12" DIP CL 52
STATION=10+95.19
ELEV=907.414
12" GV
STATION=12+88.18
ELEV=907.215
12" GV
STATION=12+94.18
ELEV=907.264
12" WM STUB
STATION=12+91.17
ELEV=906.737
910
920
930
940
900
905
910
915
920
925
930
935
940
919.53919.220+00 918.72924.4918.02929.021+00 918.02929.1918.02925.522+00 918.02923.2918.02922.923+00 918.02921.2918.02919.924+00 918.02919.2918.02919.825+00 918.02921.9918.02925.026+00 918.02929.2918.67932.827+00 921.07934.6921.83934.228+00 921.87933.4921.86931.929+00 921.83930.4921.83929.430+00 921.83929.230+14
16" HDPE
STATION=20+39.06
ELEV=909.915
16" HDPE
STATION=22+35.01
ELEV=911.650
16" HDPE
STATION=25+34.94
ELEV=913.577
16" HDPE
STATION=27+29.15
ELEV=916.115
12" DIP CL 52
STATION=20+39.06
ELEV=907.839
12" DIP CL 52
STATION=22+35.01
ELEV=909.598
12" DIP CL 52
STATION=25+34.94
ELEV=910.521
12" DIP CL 52
STATION=27+29.15
ELEV=912.272
12" GV
STATION=28+59.75
ELEV=913.422
12" GV
STATION=30+11.42
ELEV=913.499
WATERMAIN LINE DATA
LINE #
L15
L16
L17
L18
L19
L20
L21
LENGTH
109.3752
444.1358
13.6852
741.9165
16.9840
679.3226
12.3119
BEARING
S89° 45' 50.41"E
N0° 00' 00.00"E
N45° 00' 00.00"E
N90° 00' 00.00"E
S45° 10' 50.03"E
S0° 00' 04.26"E
S45° 00' 00.00"W
START POINT
(N.197145.1539), (E.585699.7442)
(N.197144.7034), (E.585809.1185)
(N.197588.8392), (E.585809.1185)
(N.197598.5161), (E.585818.7954)
(N.197598.5161), (E.586560.7119)
(N.197586.5445), (E.586572.7592)
(N.196907.2219), (E.586572.7732)
END POINT
(N.197145.1539),(E.585699.7442)
(N.197144.7034),(E.585809.1185)
(N.197588.8392),(E.585809.1185)
(N.197598.5161),(E.585818.7954)
(N.197598.5161),(E.586560.7119)
(N.197586.5445),(E.586572.7592)
(N.196907.2219),(E.586572.7732)
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 60'120'
N
N
WATERMAIN
PLAN & PROFILE
C-8QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCKS = 919.0
1 UTILITY PLAN - WATERMAIN
SCALE: 1" = 60'
LEGEND
PROPERTY LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED STORM SEWER
DRAINAGE & UTILITY EASEMENT
PROPOSED DRAINTILE
PROPOSED WATERMAIN FITTING
PROPOSED STORM INLETS
FES W/ CABLE CONCRETE
SHEET NOTES
1 WATERMAIN PROFILE VIEW STA. 0+00 - 10+00
SCALE: H 1" = 60' V 1" = 5'
2 WATERMAIN PROFILE VIEW STA. 10+00 - 20+00
SCALE: H 1" = 60' V 1" = 5'
3 WATERMAIN PROFILE VIEW STA. 20+00 - 30+14
SCALE: H 1" = 60' V 1" = 5'
4 WATERMAIN HORIZONTAL GEOMETRY
SCALE: NTS
7.5' MIN. COVER
7.5' MIN. COVER
7.5' MIN. COVER
FINISHED GRADE
EXISTING GRADE
FINISHED GRADE
EXISTING GRADE
FINISHED GRADE
EXISTING GRADE
1.ALL CONSTRUCTION SHALL COMPLY WITH 2018 EDITION OF MN/DOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING SUPPLEMENTS), AS APPLICABLE.
ALL CONSTRUCTION SHALL COMPLY WITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS.
2.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.
3.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
5.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR SHALL POST ALL
BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR THE WORK.
6.PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.
7.SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.
8.WATERMAIN SHALL BE DUCTILE IRON CLASS 52 PIPE.
9.SANITARY SEWER SHALL BE PVC SDR 35 PIPE.
10.ALL WATERMAIN SHALL HAVE 18" MIN. VERTICAL SEPARATION FROM STORM AND SANITARY LINES AT CROSSINGS.
10' D&U
EASEMENT (TYP)
TIE-IN TO EXISTING
APPROX. INV. 924.5 (+/- 1')
0+001+002+003+00
4+0
0
4+9
2
BP: 0+00.00PI: 3+59.34EP: 4+92.09I 909.00
I 904.71
6" PVC SDR35 SAN
139 LF -
@ 2.60%
1-14" PE SDR 11 SAN FORCEMAIN
133 LF -
@ -5.67%1-14" PE SDR 11 SAN FORCEMAIN
359 LF -
@ -0.30%
6" PVC SDR35 SAN
56 LF -
@ 1.00%
0+001+002+003+00
4+0
0
4+9
2
BP: 0+00.00
EP: 4+92.09PI: 3+59.34LIFT STATION
RIM 919.98
I. 905.28(6" OUT)
I. 906.69(1-1/4" OUT)
I. 905.38(6" IN)
SMH-02
RIM 927.65
I. 915.30(1-14" IN)0+001+001+96BP: 0+00.00
EP: 1+95.68
PI: 1+39.33
910
920
930
900
905
910
915
920
925
930
918.93916.10+00 918.18920.4917.31920.81+00 919.6919.61+96LIFT STATIONINV 905.28 (6" OUT)INV 906.69 (1-1/4" OUT)INV 905.38 (6" IN)STA:1+39.33, 0.0'RIM 919.98139
L
F
@
2
.
6
0
%
6" P
V
C
S
D
R
3
5
S
A
N
56 LF @ 1.00%
6" PVC SDR 35 SAN
16" HDPE
STATION=1+25.00
ELEV=909.121
6" PVC SDR 35
STATION=1+25.00
ELEV=906.267
12" DIP CL 52
STATION=0+59.00
ELEV=909.520
6" PVC SDR 35
STATION=0+59.00
ELEV=908.000
910
920
930
900
905
910
915
920
925
930
LIFT STATIONINV 905.28 (6" OUT)INV 906.69 (1-1/4" OUT)INV 905.38 (6" IN)2' SUMPSTA:1+39.33, 0.0'RIM 919.98SMH-02INV 915.30 (1-1/4" IN)STA:1+39.33, 0.0'RIM 927.65920.00+00919.4919.51+00918.1915.42+00914.0916.03+00920.0922.04+00927.4927.74+92
SANITARY (GRAVITY) LINE DATA
LINE #
L25
L26
LENGTH
139.3309
56.3535
BEARING
N0° 00' 00.00"E
N0° 23' 00.34"W
START POINT
(N.197539.5161), (E.586201.4300)
(N.197678.8470), (E.586201.4300)
END POINT
(N.197539.5161),(E.586201.4300)
(N.197678.8470),(E.586201.4300)
SANITARY (FORCEMAIN) LINE DATA
LINE #
L27
L28
LENGTH
359.3402
132.7507
BEARING
N89° 59' 59.79"W
N67° 30' 00.00"W
START POINT
(N.197678.8470), (E.586201.4300)
(N.197678.8474), (E.585842.0898)
END POINT
(N.197678.8470),(E.586201.4300)
(N.197678.8474),(E.585842.0898)
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 60'120'
N SANITARY PLAN
& PROFILE
C-9
FINISHED GRADE
EXISTING GRADE
1.ALL CONSTRUCTION SHALL COMPLY WITH 2018 EDITION OF MN/DOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING SUPPLEMENTS), AS APPLICABLE.
ALL CONSTRUCTION SHALL COMPLY WITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS.
2.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.
3.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
5.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR SHALL POST ALL
BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR THE WORK.
6.PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.
7.SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.
8.WATERMAIN SHALL BE DUCTILE IRON CLASS 52 PIPE.
9.SANITARY SEWER (GRAVITY) SHALL BE PVC SDR 35 PIPE.
10.ALL WATERMAIN SHALL HAVE 18" MIN. VERTICAL SEPARATION FROM STORM AND SANITARY LINES AT CROSSINGS.
65TH ST NE
QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCKS = 919.0
3 SANITARY (FORCEMAIN) - PROFILE VIEW
SCALE: H 1" = 60' V 1" = 5'
LEGEND
PROPERTY LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED STORM SEWER
DRAINAGE & UTILITY EASEMENT
PROPOSED SANITARY
PROPOSED WATERMAIN FITTING
PROPOSED STORM INLETS
FES W/ CABLE CONCRETE
SHEET NOTES
1 SANITARY SEWER - PLAN VIEW
SCALE: H 1" = 60'
4 SANITARY HORIZONTAL GEOMETRY
SCALE: NTS
SANITARY (GRAVITY)
ALIGNMENTSANITARY (FORCEMAIN)
ALIGNMENT
2 SANITARY (GRAVITY) - PROFILE VIEW
SCALE: H 1" = 60' V 1" = 5'
FINISHED GRADE
EXISTING GRADE
512 LF 1-1/4" PE SAN FORCEMAIN 6' MIN.-0.3%
-5
.
6
7
%
1.GRINDER PUMP LIFT STATION UTILIZING E-ONE EXTREME SERIES GRINDER PUMPS.
2.ELEVATION HEAD = 12.5 FT
3.FRICTION HEAD = 16 FT
4.TOTAL SYSTEM PRESSURE: 28.5 FT/2.31 PSI/FT = 12.33 PSI
LIFT STATION DESIGN NOTES:
R.R.R.R.390,676 SF
WAREHOUSE
1
474 SF
MECH
2
N
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 100'200'
PAVEMENT PLAN
C-10
65TH ST NE
QUEENS AVE NELEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
ADJACENT PROPERTY
BUILDING SETBACKS
PARKING SETBACK
DRAINAGE AND UTILITY
EASEMENT
PROPOSED CONCRETE C&G
PROPOSED RETAINING WALL
PROPOSED LIGHT DUTY
BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY
BITUMINOUS PAVEMENT
PROPOSED PEDESTRIAN
CONCRETE PAVEMENT
PROPOSED VEHICULAR
CONCRETE PAVEMENT
HANDICAP STALL DESIGNATION
PROPOSED BUILDING
(PHASE 1)
401,544 SF
FFE = 923.0
FUTURE ADDITION
(PHASE 2)
343,200 SF
FFE = 923.0
FUTURE PAVEMENT
EXTENTS
30.0 RETAINING
WALL
RETAINING WALL & FENCE.
DESIGNED BY OTHERS
FUTURE TRAILER
PARKING
STORMWATER POND (P1)
NWL = 902.0
2YR HWL = 904.09
10YR HWL = 904.77
100YR HWL = 906.46
STORMWATER POND (P2)
NWL = 899.0
2YR HWL = 900.15
10YR HWL = 901.08
100YR HWL = 902.10
6"
3" MIN.
11
2" MNDOT 2360 SPWEA240B
BITUMINOUS WEAR (MIN.)
2" MNDOT 2360 SPWEB230B
BITUMINOUS NON-WEAR (MIN.)
7" MNDOT 3138 CLASS 5
AGGREGATE BASE (MIN.)
TIP OUT GUTTER
WHERE PAVEMENT
SLOPES AWAY
MNDOT 2531 TYPE B612
CONCRETE CURB &
GUTTER
MNDOT 2357 TACK COAT
MIN.
NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE
REQUIREMENTS WITH GEOTECHNICAL REPORT AND
RECOMMENDATIONS PRIOR TO CONSTRUCTION.
COMPACTED
SUB-BASE 98%
COMPACTED
AGGREGATE BASE
CIP CONCRETE BROOM FINISH
SWEEP PERPENDICULAR TO
DIRECTION OF TRAFFIC SEE
4"6"APPROVED SUBGRADE
COMPACTED 98%
4000 PSI, 6% AIR ENTRAINED
PLAN FOR WIDTH
COMPACTED
SUB-BASE 98%
COMPACTED
AGGREGATE BASE
CIP CONCRETE BROOM FINISH
SWEEP PERPENDICULAR TO
DIRECTION OF TRAFFIC SEE
76"4000 PSI, 6% AIR ENTRAINED
PLAN FOR WIDTH
SCALE:5 PEDESTRIAN CONCRETE PAVEMENT SECTION
N.T.S.
SCALE:2 BITUMINOUS (LIGHT) PAVEMENT SECTION
N.T.S.
SCALE:6 VEHICULAR CONCRETE PAVEMENT SECTION
N.T.S.
SCALE:3 BITUMINOUS (HEAVY) PAVEMENT SECTION
N.T.S.
NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE
REQUIREMENTS WITH GEOTECHNICAL REPORT AND
RECOMMENDATIONS PRIOR TO CONSTRUCTION.
6"
3" MIN.
2" MNDOT 2360 SPWEA240B
BITUMINOUS WEAR (MIN.)
2" MNDOT 2360 SPWEB230B
BITUMINOUS NON-WEAR (MIN.)
8" MNDOT 3138 CLASS 5
AGGREGATE BASE (MIN.)
TIP OUT GUTTER
WHERE PAVEMENT
SLOPES AWAY
MNDOT 2531 TYPE B612
CONCRETE CURB &
GUTTER
MNDOT 2357 TACK COAT
MIN.
APPROVED SUBGRADE
COMPACTED 98%
MNDOT 3138
CLASS 5 AGGREGATE
BASE
KEYNOTES
1 CONCRETE PAVEMENT JOINT. 1/C-10
BITUMINOUS (LIGHT) PAVEMENT SECTION. 2/C-10
BITUMINOUS (HEAVY) PAVEMENT SECTION. 3/C-10
PIPE BOLLARD. 4/C-10
PEDESTRIAN CONCRETE PAVEMENT SECTION. 5/C-10
VEHICULAR CONCRETE PAVEMENT SECTION. 6/C-10
B612 CONCRETE CURB. SEE C-17
6" LANDSCAPE CURB WITH NO GUTTER.
2
3
4
6
6 6
3
2
2
3
3
6
Z Z
1/8 "
D/4
Z Z
1/2 "
CONTROL JOINT EXPANSION JOINT
JOINT SEALER
CONFORMING TO ASTM D
1850
PREMOULDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1751
1/8 " R
(TYP)
NOTE
- INSTALL JOINTS AS SHOWN ON PLAN OR:
15' (TYP) CURB AND GUTTER WITH EXPANSION AT 300' SPACING.
5' (TYP) SIDEWALK WITH EXPANSION AT 60' SPACING.
SAWCUT OR PREMOLDED
INSERT AND SEAL
SCALE:1 CONCRETE PAVEMENT JOINT DETAIL
N.T.S.
1 TYP.
1TYP.
5
5
5
5
MNDOT 3138
CLASS 5 AGGREGATE
BASE
NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE
REQUIREMENTS WITH GEOTECHNICAL REPORT AND
RECOMMENDATIONS PRIOR TO CONSTRUCTION.
NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE
REQUIREMENTS WITH GEOTECHNICAL REPORT AND
RECOMMENDATIONS PRIOR TO CONSTRUCTION.
7
7
7
7
7
RETAINING WALL
RETAINING WALL
6
8
7
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 VARIES
SCALE:4 PIPE BOLLARD
N.T.S.
8
44
4 4
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
0 120'240'
N
N
EROSION
CONTROL PLAN
C-11
65TH ST NE
QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCK = 919.0
POND P-1
NWL = 902.0
2-YR HWL = 904.09
10-YR HWL = 904.77
100-YR HWL = 906.46
POND P-2
NWL = 899.0
2-YR HWL = 900.15
10-YR HWL = 901.08
100-YR HWL = 902.10
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
DELINEATED WETLAND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
DRAINAGE ARROW
PROPOSED CONCRETE C&G
SILT FENCE
RETAINING WALL
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
966
965
966
965
KEYNOTES
CONCRETE CABLE MAT. SEE C-16
INLET PROTECTION (TYP.) SEE C-17
ROCK CONSTRUCTION ENTRANCE. SEE C-16
DOUBLE ROW SILT FENCE. SEE C-16
1
2
3
4
1
1
4
4
4
2 TYP.1
1
4
4
4
4
4
4
4
3
3
2 TYP.
PROJECT DESCRIPTION/LOCATION
THE UNDEVELOPED SITE IS LOCATED IN THE CITY OF OTSEGO IN WRIGHT COUNTY BOUNDED ON
THE WEST BY QUEENS AVE NE, SINGLE FAMILY HOMES TO THE SOUTH, CROPLAND TO THE EAST,
AND 65TH ST NE TO THE NORTH. THE PROPOSED SITE ENCOMPASSES 78.50 ACRES.
THE PLANNED SCOPE OF THE PROJECT INCLUDES:
·THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS
GRADING OF THE SITE FOR THE CONSTRUCTION OF AN INDUSTRIAL WAREHOUSE,
DRIVEWAYS AND PARKING LOTS.
·GRADING AS REQUIRED FOR THE INSTALLATION OF THE INDUSTRIAL WAREHOUSE,
DRIVEWAYS AND PARKING LOTS.
·THE CONSTRUCTION OF TWO PERMANENT STORM WET PONDS.
·INSTALLATION OF SANITARY SEWER, WATERMAIN, AND STORM SEWER.
·PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS
THROUGHOUT THE SITE.
·CONSTRUCTION OF 9.2-ACRE INDUSTRIAL WAREHOUSE BUILDING, WITH FUTURE
BUILD-OUT TO 17-ACRES.
RECEIVING WATERS
THESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND
RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING
WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL
AREAS OF THE SITE.
DUE TO THE PROXIMITY OF THE CROW AND MISSISSIPPI RIVERS, THE FOLLOWING WILL BE
IMPLEMENTED ACCORDING TO THE MPCA REQUIREMENTS FOR DISCHARGING INTO IMPAIRED
AND/OR SPECIAL WATERS:
1.23.9: PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS
DESCRIBED IN ITEM 8.4, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR
DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR
PERMANENTLY CEASES.
2.23.10: PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED IN
SECTION 14 FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR
MORE ACRES DISTURBED AT ONE TIME.
3.23.10: PERMITTEES MUST INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100
LINEAR FEET FROM A SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND MUST MAINTAIN
THIS BUFFER ZONE AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENT
FEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHER
ENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. PERMITTEES MUST FULLY
DOCUMENT THE CIRCUMSTANCE AND REASONS THE BUFFER ENCROACHMENT IS
NECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. THIS PERMIT ALLOWS
REPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER. PERMITTEES MUST
MINIMIZE ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTS
OF THESE EXCEPTIONS BY THE USE OF ADDITIONAL OR REDUNDANT BMPS AND MUST
DOCUMENT THIS IN THE SWPPP FOR THE PROJECT.
SOIL TYPES
PER ONLINE WEB SOIL SURVEY INFORMATION, SOIL TYPES TYPICALLY FOUND ON THIS PROJECT
RANGE 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 THE
REMAINDER OF THE SITE.
LONG TERM MAINTENANCE AND OPERATION
ENDEAVOR DEVELOPMENT HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF
OTSEGO THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE,
AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS OR IF IT WILL BE
PRIVATELY MAINTAINED.
PROJECT PERSONNEL AND TRAINING
THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF
CONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.
PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS
KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND
SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR
WILL WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THE
IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF
THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER
CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA.
PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BE
ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE
PROJECT ENGINEER.
PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR
THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIED
INSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK
WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO
THE PROJECT ENGINEER.
CHAIN OF RESPONSIBILITY
THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS
RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL
TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THE
CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO
ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE
CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL
STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
PROJECT CONTACTS
THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,
INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS
BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS
BEEN FILED.
*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES
5/31/23
MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:
651-649-5451 OR 800-422-0798
SITE INSPECTION AND MAINTENANCE
CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE
PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.
INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING
ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5
INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER
QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE
HAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECT
SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT
DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF
TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF
OFF SITE SEDIMENT ACCUMULATION.
RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT
INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.
FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE
INSPECTIONS 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 INSPECTIONS
B.NAME OF PERSONS CONDUCTING INSPECTIONS
C.FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS
D.CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING
MAINTENANCE ACTIVITIES
E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS
F.DOCUMENTS AND CHANGES MADE TO THE SWPPP
REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED
BELOW:
A.REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES
NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE
REPAIRS BY
B.THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.
C.REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL
OR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE
REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER.
D.DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS
ONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN
72 HOURS OF DISCOVERY.
E.REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING
DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY
AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL
AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND
SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.
F.REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24
HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO
MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING
G.MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL
STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE
MPCA.
AREA SUMMARY
SPECIAL SITE NOTES
IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY
MODELING DATA IS AVAILABLE UPON REQUEST.
THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS
UPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:
·SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS
·IMPLEMENT THE SWPPP.
·OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE
SWPPP.
·IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.
·CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN
LOGS AS PERMIT REQUIRES.
·IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD
THEM.
·IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.
·ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.
·FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.
AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR
ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.
PERMITS
THE FOLLOWING PERMITS APPLY TO THIS PROJECT:
NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILL
NOT BE REQUIRED.
LOCATION OF SWPPP REQUIREMENTS
THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES
WITHIN THE PLAN SET.
SWPPP AMENDMENTS
A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE
OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE
REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.
PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS
NECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THERE
IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL
CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE
WATERS OR GROUNDWATER.
PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS
NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER
INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA
OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY
MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE
DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOT
CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.
STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2
PROJECT
SITE
1-MILE RADIUS
AROUND PROJECT
RICE LAKE
CROW RIVER
CONTACT INFORMATION
ORGANIZATION CONTACT NAME PHONE
ENDEAVOR DEVELOPMENT JOSHUA J. BUDISH 952-210-5870
ANDERSON ENGINEERING (SWPPP DESIGN)MARKUS TOLKKINEN 763-412-4000
RJ RYAN JEREMY THOMAS 651-365-7009
ACREAGE SUMMARY
AREA ACRES
PROPERTY 78.50
DISTURBED 36.45
IMP. PRE-CONSTRUCTION 0.97
IMP. POST-CONSTRUCTION 16.73
NEW IMP.15.76
PERVIOUS AT COMPLETION 72.73
AGENCY TYPE OF PERMIT PERMIT # AND DATES
MINNESOTA POLLUTION
CONTROL AGENCY (MPCA)
NPDES CONSTRUCTION
PERMIT [#]
CITY OF OTSEGO GRADING PERMIT [#]
CITY OF OTSEGO BUILDING PERMIT [#]
CITY OF OTSEGO WETLAND PERMIT [#]
WATERS WITHIN 1 MILE RADIUS
NAME OF WATER
BODY
TYPE (LAKE,
RIVER,
WETLAND,
DITCH, ETC)
APPENDIX A
SPECIAL WATER
(YES OR NO)
IMPAIRED
WATER WITHIN 1
MILE OF
PROJECT SITE
(YES OR NO)
APPROVED
TMDL
RECEIVING
WATERS
(YES OR NO)
MISSISSIPPI RIVER RIVER YES NO YES NO
CROW RIVER RIVER NO YES YES NO
RICE LAKE LAKE NO NO NO NO
MISSISSIPPI
RIVERMi
s
s
i
s
s
i
p
p
i
River
PLOTTED:COMM. NO.
DRAWING NO.
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
SWPPP - PAGE 1
C-12
STABILIZATION TIME FRAMES
ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE
PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL
STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A
DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL
TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE
REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF
CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.
1.INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR
PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN
THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR
MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES
WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE
NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT.
2.APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT
ACCEPTABLE STABILIZATION METHODS IN THESE AREAS.
3.STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING
PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES
IN THE NPDES PERMIT.
4.TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL
BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE
SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:
A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED
MIXTURE 21.111
B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH
SEED MIXTURE 21-112
C.MULTI YEAR CONSTRUCTION 22-111
5.KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO
BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.
GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY
1.CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE
SWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE
SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES.
2.PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR
CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR
AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE
MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND AS
REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN
WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE
MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE
MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE
ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE
UNTIMELY SUBMITTAL.
3.IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION
CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT
PRACTICABLE.
4.BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.
5.DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT
TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES
NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN
WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE
ALL 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 KEEP
CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.
7.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE
VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.
8.THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS
NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE
SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO
COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES
COMMENCE.
9.ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP
GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES
BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND
THE SITE IS STABILIZED.
10.LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY
SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO
SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.
11.PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET
FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL
BUFFER 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 PERIMETER
CONTROL 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 OF
CONSTRUCTION.
14.PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO
PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS
OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN
EVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN
ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND
MAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL.
15.DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS
WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE
SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE
TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS
OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS
REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY
SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING
ACTIVITY IS COMPLETED.
16.PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.
17.PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING
PURPOSES.
POLLUTION PREVENTION
1.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, AND
LANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT.
3.PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS
MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO
THE 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, WOOD
PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS
WITH 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 OR
KNOCKED 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 CHEMICALS
FORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A
SPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED
AT.
7.LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN
RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER
EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND
EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE.
8.PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY
WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND
OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT
CONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN
RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.
9.CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN
THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL
SITE. SUBMIT PLAN TO THE ENGINEER.
10.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR
PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS
WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER
CONVEYANCE 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 ENTERING
STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.
USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND
PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE
SYSTEMS INCLUDING DITCHES AND CULVERTS.
RECORD RETENTION
THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT
ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG
WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF
TERMINATION (NOT).
1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT.
2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION
3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN
IMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER
BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND
4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT
STORMWATER MANAGEMENT SYSTEMS.
SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE
DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS
[IF APPLICABLE, DESCRIBE PERMANENT STORMWATER TREATMENT SYSTEM]
CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENT
SYSTEMS
[INCLUDE CALCULATIONS FOR TEMPORARY / PERMANENT STORMWATER SYSTEM]
ESTIMATED BMPS QUANTITIES
STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2
AREA TIME FRAME NOTES
LAST 200 LINEAL FEET OF DRAINAGE
DITCH OR SWALE
WITHIN 24 HOURS OF CONNECTION TO
SURFACE WATER OR PROPERTY EDGE 1, 2, 3
REMAINING PORTIONS OF DRAINAGE
DITCH OR SWALE 7 DAYS 1, 3
PIPE AND CULVERT OUTLETS 24 HOURS
STOCKPILES 7 DAYS 1
ITEM INSTALLATION INSPECTION &
MAINTENANCE REMOVAL
SILT FENCE PRIOR TO COMMENCEMENT OF
EARTHWORK OPERATIONS.
INSPECT & MAINT. AFTER EACH
RUN-OFF EVENT. REMOVE
SEDIMENTS AS REQUIRED.
AFTER TRIBUTARY DRAINAGE
AREA IS RESTORED.
ROCK CONST.
ENTRANCE
PRIOR TO COMMENCEMENT OF
EARTHWORK OPERATIONS.
INSPECT REGULARLY. MAINTAIN
AS NEEDED.PRIOR TO PAVING.
OUTLET SKIMMER
STRUCTURE AFTER POND GRADING IS
COMPLETED.
INSPECT REGULARLY. MAINTAIN
AS NEEDED.PERMANENT.
RIP-RAP &
FILTER
UPON COMPLETION OF POND
GRADING, CONC. SWALE CONST.
AND OUTLET INSTALLATION.
INSPECT & MAINTAIN AT LEAST
ANNUALLY AND AFTER HEAVY
RAINFALL EVENT.
PERMANENT.
DETENTION POND DURING EARTHWORK
OPERATIONS.
AFTER HEAVY RAINFALL EVENTS.
REMOVE SEDIMENTS AS NEEDED.PERMANENT.
SEED & MULCH AFTER POND GRADING IS
COMPLETED.
INSPECT & MAINTAIN AFTER HEAVY
RAINS. REPLACE WASH-OUT
AREAS IMMEDIATELY
NO REMOVAL NECESSARY.
INLET PROTECTION UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS
REACHED
AFTER TRIBUTARY AREAS
ARE FULLY RESTORED
BMP ORIGINAL ESTIMATE MODIFICATION DATE
ENERGY DISSIPATER
TEMP. DIVERSION DIKES
CHECK DAMS
TEMP SEEDING
PERMANENT SEEDING
PERMANENT SODDING
MULCHES (SPECIFY TYPES)
CAT 3 EROSION CONTROL BLANKET
SOIL TACKIFIERS
SILT FENCING
EROSION CONTROL MATS
STORM DRAIN INLET PROTECTION
TEMPORARY OR PERMANENT
SEDIMENTATION BASINS
CONSTRUCTION ENTRANCE
DEWATERING (TREATMENT LOCATION,
SCHEMATIC, & SAMPLING PLAN REQUIRED
CONCRETE TRUCK WASHOUT
PLOTTED:COMM. NO.
DRAWING NO.
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
SWPPP - PAGE 2
C-13
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
DETAILS 1
C-14
PLOTTED:COMM. NO.
DRAWING NO.
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P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
DETAILS 2
C-15
PLOTTED:COMM. NO.
DRAWING NO.
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
DETAILS 3
C-16
PLOTTED:COMM. NO.
DRAWING NO.
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1 3 6 0 5 1 s t A v e n u e N . #1 0 0
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
DETAILS 4
C-17
SEE C-18 FOR ORRIFICE SIZING
DETAILS 5
C-18
PLOTTED:COMM. NO.
DRAWING NO.
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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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
ERIK B. HEDMAN, PE
57177
NOT FOR CONSTRUCTION
12/29/2021
BOTTOM OF FILTRATION BASIN = 899.5
TOP OF BERM = 908.50
TOP OF SAND = 900.50
4
1
12" FILTER MIX B (SEE NOTE 1)
4" DRAINTILE SCH. 40 PVC (SEE PLANS FOR DETAILS)
WITH CIRCULAR KNIT FABRIC PIPE SOCK
INV = 899.5 (TYP)
NOTE:
1.FILTER MIX B:
- 70 TO 85% CONSTRUCTION SAND (ASTM C-33 WASHED)
- 15 TO 30% ORGANIC MATTER (MNDOT GRADE 2 COMPOST)
4
1
4
1
1 POND FILTRATION BASIN DETAIL (POND P1 & OCS-506)
NTS
4" PVC DRAINTILE
INV. = 899.5
CORE-DRILL IN FIELD
TOP OF BERM = 908.5
EOF = 907.5
TOP OF WEIR = 904.0
21" RCP INV = 899.3
12" RCP INV = 901.0
SKIMMER = 906.5
WATERQUALITY VOLUMENWL = 902.0
OCS-506
10.0' (TYP)
901.0
4" DIA. ORIFICE = 902.0 (NWL)
BOTTOM OF FILTRATION BASIN = 896.0
TOP OF BERM = 904.50
TOP OF SAND = 897.0
4
1
12" FILTER MIX B (SEE NOTE 1)
4" DRAINTILE SCH. 40 PVC (SEE PLANS FOR DETAILS)
WITH CIRCULAR KNIT FABRIC PIPE SOCK
INV = 896.0 (TYP)
NOTE:
1.FILTER MIX B:
- 70 TO 85% CONSTRUCTION SAND (ASTM C-33 WASHED)
- 15 TO 30% ORGANIC MATTER (MNDOT GRADE 2 COMPOST)
4
1
4
1
2 POND FILTRATION BASIN DETAIL (POND P2 & OCS-409)
NTS
TOP OF BERM = 904.5
EOF = 903.1
TOP OF WEIR = 901.1
21" RCP INV = 895.3
12" RCP INV = 898.0
SKIMMER = 902.1
WATERQUALITY VOLUMENWL = 899.0
OCS-409
10.0' (TYP)
897.5
6" DIA. ORIFICE = 899.0 (NWL)
4" PVC DRAINTILE
INV. = 896.0
CORE-DRILL IN FIELD
R.R.R.R.390,676 SF
WAREHOUSE
1
474 SF
MECH
2
915
920920 920
920920
925925925
930 930
93511 White Fir
6` HT. B&B
9259259259309359
0
0
900
900905 905905
905910
910 910915
915
920
925
925
925 930
92092
5930935935
940
9
2
0
895
895 895900900 900905
905
9
0
5
910
2American Hophornbeam
2 - 1/2" CAL. B&B
2 White Fir
6` HT. B&B
2 American Hophornbeam
2 - 1/2" CAL. B&B
2 Red Pine
6` HT. B&B
2 American Hophornbeam
2 - 1/2" CAL. B&B
2 Red Pine
6` HT. B&B
13Red Pine
6` HT. B&B
4 Spring Snow Crabapple
2" CAL. B&B
3 American Hophornbeam
2 - 1/2" CAL. B&B
2 Accolade Elm
2 - 1/2" CAL. B&B
3Common Hackberry
2 - 1/2" CAL. B&B
3American Hophornbeam
2 - 1/2" CAL. B&B
2Northern Pin Oak
2 - 1/2" CAL. B&B
1Northern Pin Oak
2 - 1/2" CAL. B&B
6White Fir
6` HT. B&B
3Red Pine
6` HT. B&B
3 Accolade Elm
2 - 1/2" CAL. B&B
29 Common Hackberry
2 - 1/2" CAL. B&B
30 Northern Pin Oak
2 - 1/2" CAL. B&B
3 American Hophornbeam
2 - 1/2" CAL. B&B
8 White Fir
6` HT. B&B
2 Northern Pin Oak
2 - 1/2" CAL. B&B
1 Common Hackberry
2 - 1/2" CAL. B&B
2 Common Hackberry
2 - 1/2" CAL. B&B
1 Northern Pin Oak
2 - 1/2" CAL. B&B
3Spring Snow Crabapple
2" CAL. B&B
6 White Fir
6` HT. B&B
3 Common Hackberry
2 - 1/2" CAL. B&B
3 Northern Pin Oak
2 - 1/2" CAL. B&B
SCALE:1 PLANTING PLAN - OVERALL - TREES & GROUNDCOVER
1" = 100'
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
DEREK J. SEIFERT, PLA
56013
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
PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS
OF THE STATE OF MINNESOTA.
DATE:LICENSE NO.12/29/2021
NOT FOR CONSTRUCTION
0 100'200'
N
PLANTING PLAN -
OVERALL
L-1
65TH ST NE
QUEENS AVE NEPROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCK = 919.0
1
L-2
WASHED RIVER ROCK MULCH
W/ WEED BARRIER FABRIC
TURF W/ IRRIGATION - SOD OR SEED (OPTION)
BASIS OF DESIGN - MnDOT MIX 25-131
NATIVE AREA SEED - MnDOT MIX 35-241
WET AREA SEED - MnDOT MIX 33-261
FILTRATION AREA SEED - MnDOT MIX 33-261
NEW TREES
PROPERTY LINE
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
NATIVE SEED AREA
EXISTING
WETLAND
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.CONTRACTOR TO FURNISH & STALL PLASTIC EDGING AS SHOWN ON
THE PLANS & DETAILS. PLASTIC EDGING SHALL BE MEDIUM DENSITY
POLYETHYLENE WITH U.V. INHIBITOR, BLACK IN COLOR, WITH A
TOTAL DEPTH OF 5” (1” DIA. TOP AND 4” SHAFT WITH 1.5” V EVERY 3-1/2
FEET OF EDGING. INSTALL PER MANUFACTURER
RECOMMENDATIONS.
18.LANDSCAPE FABRIC (FILTER MAT) TO HAVE A COMBINED WEIGHT OF
4.5-5.5 OZ. PER S.Y. FABRIC SHOULD BE U.V. STABILIZED AND HAVE A
FIVE YEAR MINIMUM WEATHERABILITY FACTOR IN FULL SUNLIGHT.
FABRIC TO BE PHILLIPS DUON R OR EQUIVALENT. SAMPLE REQUIRED
FOR APPROVAL.
19.3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLED
UNDER ALL TREES AND SHRUBS THAT ARE ISOLATED FROM
GROUNDCOVER AREAS AND GENERAL SHRUB MASSES.
20.3” DEPTH 1”TO 1-1/2” WASHED RIVER ROCK SHALL BE INSTALLED
OVER LANDSCAPED FABRIC AS INDICATED ON THE PANS & DETAILS.
21.CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT
6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUND LEVEL FOR
LARGER SIZES.
22.CRABAPPLE TREES SHALL HAVE NO BRANCHES BELOW 36" ABOVE
THE ROOT BALL, AND HAVE NO 'V' CROTCHES.
23.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.
24.ALL CONTAINER MATERIAL SHALL HAVE BEEN GROWN IN CONTAINER
FOR A MINIMUM OF 6 MONTHS PRIOR TO INSTALLATION.
25.SHRUBS AND GROUNDCOVER SHALL BE PLANTED A MINIMUM OF ONE
HALF THEIR ON-CENTER SPACING FROM PAVING EDGE UNLESS
OTHERWISE NOTED.
26.DECIDUOUS SHRUBS SHALL HAVE MINIMUM OF FIVE (5) CANES AT
SPECIFIED HEIGHT UNLESS OTHERWISE NOTED IN PLANT SCHEDULE.
27.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:
3
L-2
2
L-2
FILTRATION BENCH,
SEE CIVIL
EXISTING
WETLAND
EXISTING
WETLAND
EXISTING
WETLAND
FILTRATION BENCH,
SEE CIVIL
EXISTING
WETLAND
966
965
25' MAX. ALONG
PROPERTY LINE
1.PLANTING SCHEDULES ON SHEET L-3.
2.SEE SHEET L-2 FOR SHRUB & PERENNIAL
PLANTING PLANS.
3.IRRIGATION NOTES ON SHEET L-3.
4.TOPSOIL AND SEEDING NOTES ON
SHEET L-3.
5.SEE CIVIL SHEETS FOR GRADING,
UTILITY, AND FILTRATION BENCH
DETAILS.
SHEET NOTES:PLANTING PLAN LEGEND PROPERTY LINEWET SEED AREA
WET POND,
SEE CIVIL
WET POND,
SEE CIVIL
R.R.R.R.920
920
925
925 925 925
930
935
20Blueberry Delight Juniper
2 GAL. CONT.
12Autumn Joy Sedum
1 GAL. CONT.
14 Autumn Magic Black Chokeberry
5 GAL. CONT.
23 Sunjoy Gold Pillar Japanese Barberry
5 GAL. CONT.
31Walker's Low Catmint
2 GAL. CONT.
5 Amber Jubilee Ninebark
5 GAL. CONT.
5 Blue Muffin Arrowwood Viburnum
5 GAL. CONT.
17 Blueberry Delight Juniper
2 GAL. CONT.
113 Walker's Low Catmint
2 GAL. CONT.
87 Sunjoy Gold Pillar Japanese Barberry
5 GAL. CONT.
12Gro-Low Fragrant Sumac
5 GAL. CONT.
45Karl Foerster Feather Reed Grass
2 GAL. CONT.
27 Sea Green Pfitzer Juniper
5 GAL. CONT.
20 Amber Jubilee Ninebark
5 GAL. CONT.
13Walker's Low Catmint
2 GAL. CONT.
14Sunjoy Gold Pillar Japanese Barberry
5 GAL. CONT.
7Blueberry Delight Juniper
2 GAL. CONT.
6Autumn Magic Black Chokeberry
5 GAL. CONT.
24 Blueberry Delight Juniper
2 GAL. CONT.
17 Walker's Low Catmint
2 GAL. CONT.
12 Autumn Joy Sedum
1 GAL. CONT.
31 Sunjoy Gold Pillar Japanese Barberry
5 GAL. CONT.
14 Autumn Magic Black Chokeberry
5 GAL. CONT.
Blue Muffin Arrowwood Viburnum
930Walker's Low Catmint
10Amber Jubilee Ninebark
5 GAL. CONT.
10Blue Muffin Arrowwood Viburnum
5 GAL. CONT.92012 Autumn Magic Black Chokeberry
5 GAL. CONT.
4 Sea Green Pfitzer Juniper
5 GAL. CONT.92019Gro-Low Fragrant Sumac
5 GAL. CONT.
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
DEREK J. SEIFERT, PLA
56013
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
PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS
OF THE STATE OF MINNESOTA.
DATE:LICENSE NO.12/29/2021
NOT FOR CONSTRUCTION
0 30'60'NPLANTING PLAN -
ENLARGEMENTS
& DETAILS
L-2MATCHLINE - SEE 1A/L-2QUEENS AVE NE
PROPOSED WAREHOUSE
FFE = 923.0
LOADING DOCK = 919.0
MATCHLINE - SEE 1B/L-2SCALE:7 EVERGREEN TREE PLANTING (TYP.)
N.T.S.SCALE:3 SHRUB BED SPACING (TYP.)
N.T.S.SCALE:5 DECIDUOUS SHRUB PLANTING (TYP.)
N.T.S.
MIN.
6"
3' MIN. TO PAVED
SURFACES
PLANTING SOIL
3" DEPTH MULCH
PAVED SURFACE,
OR LAWN
UNDISTURBED OR
COMPACTED SOIL
SCALE:6 DECIDUOUS TREE PLANTING (TYP.)
N.T.S.
EDGE OF
GROUNDCOVER
AREA/WALK EDGE
DISTANCE FROM
EDGE IS 1
2 THE
SPECIFIED
O.C. SPACING
TRIANGULAR SPACE,
AT SPECIFIED O.C.
DISTANCE -
EQUIDISTANT
PLANT CENTER
MULCH
ROOTBALL
PLANTING SOIL
NATIVE SOIL
NOTE:
- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM
- SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACING
MIN.
6"1"LAWN SURFACE
UNDISTURBED OR
COMPACTED SOIL
PLANTING SOIL
LINE OF PLANTING
PIT WHEN PLANTED
INDIVIDUALLY
UNDISTURBED OR
COMPACTED SOIL
3" DEPTH MULCH
PAVED SURFACE,
IF APPLICABLE
2"12"-18"CENTER TREE IN HOLE, UPRIGHT
NOTE:
-3" DP. SHREDDED HARDWOOD MULCH
SHALL BE USED IN ALL LANDSCAPE
PLANTINGS AREAS AND UNDER TREES
ISOLATED FROM PLANTING AREAS UNLESS
IDENTIFIED OTHERWISE.
3x
ROOT
BALL
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
LAWN OR PLANTING BED EDGE
(SPADE EDGE IN ALL LAWN AREAS)
6" MIN. DIA. EARTH SAUCER
(2) TREE STAKES DRIVEN A MIN. 2'
BELOW GRADE (NW & SW)
3" DEPTH MULCH
3" HEIGHT TAMPED WATER BASIN
AT EDGE OF EARTH SAUCER
FINISHED GRADE
REMOVE BURLAP, TWINE,
ROPE AND WIRE FROM TOP
HALF OF ROOTBALL
PLANTING SOIL
MOUND MIN. 6"
UNDISTURBED OR
COMPACTED SOIL
AFTER EXPOSING
TREE ROOT FLAIR,
PLANT SO ROOT
FLAIR IS AT 2"
ABOVE ADJACENT
FINISH GRADE
SCALE:4 CONIFEROUS SHRUB PLANTING (TYP.)
N.T.S.
QUEENS AVE NE
SCALE:1A PLANTING PLAN - SHRUBS
1" = 30'
SCALE:1B PLANTING PLAN - SHRUBS
1" = 30'
SCALE:2 PLANTING PLAN - SHRUBS
1" = 30'
ALL PLAN VIEWS THIS SHEET
SCALE:3 PLANTING PLAN - SHRUBS
1" = 30'
WASHED RIVER ROCK MULCH
W/ WEED BARRIER FABRIC
TURF W/ IRRIGATION - SOD OR SEED (OPTION)
BASIS OF DESIGN - MnDOT MIX 25-131
NATIVE AREA SEED - MnDOT MIX 35-241
WET AREA SEED - MnDOT MIX 33-261
FILTRATION AREA SEED - MnDOT MIX 33-261
NEW SHRUBS & PERENNIALS
(W/ IRRIGATION)
PROPERTY LINE
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
966
965
1.PLANTING SCHEDULES ON SHEET L-3.
2.SEE SHEET L-1 FOR TREE LOCATIONS.
3.IRRIGATION NOTES ON SHEET L-3.
4.TOPSOIL AND SEEDING NOTES ON SHEET L-3.
5.SEE CIVIL SHEETS FOR GRADING, UTILITY, AND
FILTRATION BENCH DETAILS.
SHEET NOTES:PLANTING PLAN LEGEND
SHRUBS QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS
46 AUTUMN MAGIC BLACK CHOKEBERRY CONT.5 GAL.
ARONIA MELANOCARPA 'AUTUMN MAGIC'
155 SUNJOY GOLD PILLAR JAPANESE BARBERRY CONT.5 GAL.MIN. 5 CANES @ 12" HT.
BERBERIS THUNBERGII 'MARIA' TM
68 BLUEBERRY DELIGHT JUNIPER CONT.2 GAL.
JUNIPERUS COMMUNIS DEPRESSA 'AMIDAK' TM
31 SEA GREEN PFITZER JUNIPER CONT.5 GAL.
JUNIPERUS X PFITZERIANA 'SEA GREEN'
35 AMBER JUBILEE NINEBARK CONT.5 GAL.MIN. 5 CANES @ 12" HT.
PHYSOCARPUS OPULIFOLIUS 'JEFAM' TM
31 GRO-LOW FRAGRANT SUMAC CONT.5 GAL.MIN. 5 CANES @ 12" HT.
RHUS AROMATICA 'GRO-LOW'
15 BLUE MUFFIN ARROWWOOD VIBURNUM CONT.5 GAL.MIN. 5 CANES @ 12" HT.
VIBURNUM DENTATUM 'CHRISTOM' TM
PERENNIALS QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS
45 KARL FOERSTER FEATHER REED GRASS CONT.2 GAL.
CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'
174 WALKER'S LOW CATMINT CONT.2 GAL.
NEPETA RACEMOSA 'WALKER'S LOW'
24 AUTUMN JOY SEDUM CONT.1 GAL.
SEDUM X 'AUTUMN JOY'
PLANT SCHEDULE
CONIFEROUS TREES QTY COMMON / BOTANICAL NAME CONT.SIZE REMARKS
33 WHITE FIR B&B 6` HT.FULL FORM TO GRADE - 12"
ABIES CONCOLOR MAX. LEADER LENGTH.
SHEARED AND CLIPPED
TREES WILL NOT BE
ACCEPTED.
20 RED PINE B&B 6` HT.FULL FORM TO GRADE - 12"
PINUS RESINOSA MAX. LEADER LENGTH.
SHEARED AND CLIPPED
TREES WILL NOT BE
ACCEPTED.
DECIDUOUS TREES QTY COMMON / BOTANICAL NAME CONT.SIZE REMARKS
38 COMMON HACKBERRY B&B 2 - 1/2" CAL.SINGLE STRAIGHT LEADER
CELTIS OCCIDENTALIS - NO "V" CROTCHES.
15 AMERICAN HOPHORNBEAM B&B 2 - 1/2" CAL.SINGLE STRAIGHT LEADER
OSTRYA VIRGINIANA - NO "V" CROTCHES.
39 NORTHERN PIN OAK B&B 2 - 1/2" CAL.SINGLE STRAIGHT LEADER
QUERCUS ELLIPSOIDALIS - NO "V" CROTCHES.
5 ACCOLADE ELM B&B 2 - 1/2" CAL.SINGLE STRAIGHT LEADER
ULMUS X `ACCOLADE`- NO "V" CROTCHES.
ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT.SIZE REMARKS
7 SPRING SNOW CRABAPPLE B&B 2" CAL.SINGLE STRAIGHT LEADER
MALUS X `SPRING SNOW`- NO BRANCHES BELOW
36" HT.
PLANT SCHEDULE
PLOTTED:COMM. NO.
DRAWING NO.
----16604
PROJECT OLLIE
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:
EBHKWHEBH
DECEMBER 29, 2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
16705 65TH ST. NE
OTSEGO, MN 55330
ENDEAVOR
DEVELOPMENT
PRELIMINARY PLAT
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
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.
DEREK J. SEIFERT, PLA
56013
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
PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS
OF THE STATE OF MINNESOTA.
DATE:LICENSE NO.12/29/2021
NOT FOR CONSTRUCTION
1.LANDSCAPE CONTRACTOR SHALL ENSURE THAT NEW
TREES MOVED ONTO THE SITE ARE DUG FROM SIMILAR
SITES WITH SIMILAR SOILS TO THE SOILS OF THIS
PROJECT (HEAVY TO HEAVY, LIGHT TO LIGHT. HEAVY TO
LIGHT SOILS). CONTRACTOR SHALL REVIEW SOIL
CONDITIONS/TYPES WITH OWNER/LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
2.ALL NEWLY INSTALLED PLANT MATERIAL SHALL BE
PLANTED IN WELL-DRAINED AREAS. NOTIFY THE
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF ANY
PLANT MATERIAL IS LOCATED IN DRAINAGE SWALES OR
WET & POORLY DRAINED AREAS.
3.ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS:
3.1.SUMMER AND FALL PLANTING: 0-20-20 GRANULAR (IN
SAUCER AROUND PLANT AT THE RATE OF 12 OZ. PER
2-3" CAL. TREE & 6 OZ. PER SHRUB).
3.2.SPRING PLANTING: 10-10-10 GRANULAR (APPLY
ABOVE REFERENCED FERTILIZER AT A RATE OF 12 OZ.
PER 1-1/2” CAL. TREE OR LARGER & 6 OZ. PER SHRUB
& PERENNIAL.
4.ALL PLANTINGS SHALL RECEIVE AN AMENDED SOIL MIX
CONSISTING OF THREE (3) PARTS:
4.1.45% APPROVED TOPSOIL (ONE SITE PREFERRED)
4.2.45% ORGANIC MATTER (TYPE 1 SPHAGNUM PEAT
MOSS FINELY DIVIDED WITH A PH OF 3.1 - 5.0.)
4.3.10% SAND (FINE CLEAN MASONRY SAND)
5.AREAS CONFINED TO A MASS PLANTING AREA (PLANTING
BED) SHALL RECEIVE THE AMENDED SOIL MIX AT MIN. 12"
DEPTH THROUGHOUT THE PLANTING AREA. AMENDED
SOIL MIX SHALL BE MIXED THOROUGHLY AND INSTALLED
IN 6” LIFTS.
6.AREAS TO RECEIVE SOD OR SEED SHALL HAVE A 6”
MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL PROVIDE
FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL,
REASONABLY FREE OF SUBSOIL, CLAY CLUMPS, BRUSH
WEEDS AND OTHER LITTER, AND FREE OF ROOTS,
STUMPS, STONE LARGER THAN 1” IN ANY DIMENSION, AND
OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO
PLANT GROWTH.
7.SOD (IF SELECTED) SHALL BE HIGHLAND SOD, 30" X 100'
ROLLS PREFERRED WHERE APPLICABLE, TO BE LAID
PARALLEL WITH THE CONTOURS AND HAVE STAGGERED
JOINTS. ON SLOPES STEEPER THAN 3:1 OR DRAINAGE
SWALES, THE SOD SHALL BE STAKED INTO THE GROUND.
SCARIFY THE EXISTING GRADES WITH FIELD CULTIVATOR
PRIOR TO PLACING OF TOPSOIL AND FINISH GRADING FOR
SOD. IMMEDIATELY PRIOR TO PLACING SOD,
CONTRACTOR SHALL APPLY 10-6-4 FERTILIZER AT THE
RATE OF 10 POUNDS PER 1000 SQ. FT.
8.ALL AREAS SPECIFIED AS 'TURF SEED' OR "MNDOT 25-131"
TO BE SEEDED PER MNDOT RECOMMENDED APPLICATION
RATES AND METHODS. "MNDOT 25-131" OR APPROVED
EQUAL IS A BASIS OF DESIGN. CONTRACTOR IS
RESPONSIBLE FOR ALL EROSION CONTROL NEEDS TO
ESTABLISH VIGOROUS GROWTH PER MNDOT 2014
SEEDING MANUAL STANDARDS.
9.ALL AREAS SPECIFIED AS 'NATIVE SEED' TO BE SEEDED
WITH MNDOT MIX 35-241. BROAD CAST, DRILL AND/OR
HYDROSEED AT A RATE OF 36.5 LBS./AC. WITH 2 TONS
SHREDDED AND PUNCHED IN PLACE STRAW PER ACRE.
SEED MIX SHALL BE ABLE TO WITHSTAND PERIODIC
FLOODING.
10.ALL AREAS SPECIFIED AS 'WET AREA SEED,' 'FILTRATION
AREA SEED,' OR "MNDOT 33-261" TO BE SEEDED PER
MNDOT RECOMMENDED APPLICATION RATES AND
METHODS. "MNDOT 33-261" OR APPROVED EQUAL IS A
BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR
ALL EROSION CONTROL NEEDS TO ESTABLISH VIGOROUS
GROWTH PER MNDOT 2014 SEEDING MANUAL STANDARDS.
REFER TO NOTE 11 BELOW FOR ADDITIONAL
INFORMATION REGARDING FILTRATION BENCHES.
11.FILTRATION BASINS AND BENCH SHALL HAVE A 12"
MINIMUM DEPTH OF FILTRATION MEDIA CONSISTING OF:
11.1.70-85% CONSTRUCTION SAND (ASTM C-33 WASHED)
11.2.15-30% ORGANIC MATTER (MnDOT GRADE 2
COMPOST)
GENERAL SEEDING & TOPSOIL NOTES:
1.PRIOR TO CONSTRUCTION, VERIFY WITH THE GENERAL
CONTRACTOR AND ALL LOCAL UTILITY COMPANIES TO
LOCATE EXACT LOCATIONS OF UNDERGROUND UTILITIES.
2.ALL AREAS DENOTED AS 'TURF SEED' OR "MnDOT 25-131"
SEED SHALL RECEIVE PERMANENT IRRIGATION SYSTEM
FOR ESTABLISHMENT AND SUPPLEMENTAL WATERING
PURPOSES.
3.THE IRRIGATION SHALL BE DESIGN/BUILD SYSTEM BY THE
CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT
PLAN AND SPECIFICATIONS AS PART OF THE SCOPE OF
WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE
OWNER PRIOR TO ORDER AND/OR INSTALLATION.
4.VALVE AND CIRCUITS SHALL BE SEPARATED BASED ON
WATER USE, SO THAT TURF AREAS ARE WATERED
SEPARATELY FROM SHRUB AND GROUND COVER AREAS.
IRRIGATION HEADS IN TURF AREAS SHALL BE VALVED
SPEARATELY FROM SHRUB AMD GROUND COVER AREAS. IT
IS RECOMMENDED THAT FULL SUN AND SHADY AREAS TO
BE VALVED SEPARATELY AS WELL AS HIGH RUN-OFF AND
LOW RUN-OFF AREAS TO BE VALVED SEPARATELY.
5.CONFIRM LIMITS OF IRRIGATION, EXISTING AND FUTURE
HARDSCAPE AND BUILDING LOCATIONS PRIOR TO THE
DESIGN OF THE IRRIGATION SYSTEM.
6.CONTRACTOR SHALL VERIFY WATER SOURCE LOCATION
AND PRESSURE AND SUPPLY A SYSTEM THAT PROVIDES
FULL AND COMPLETE COVERAGE TO ALL AREAS TO BE
IRRIGATED.
7.SYSTEM SHOULD BE DESIGNED TO COMPLETE WATER
SCHEDULES WITHIN 12-HOURS MAXIMUM.
8.RAIN SENSORS AND OTHER WATER SAVING
TECHNOLOGIES SHALL BE INCLUDED WITHIN THE
IRRIGATION DESIGN.
9.PROVIDE THE OWNER WITH AN OPERATING SCHEDULE
THAT WORKS WITH THE APPROVED LAYOUT PLAN AND
IDENTIFY ANY FIELD ADJUSTMENTS PRIOR TO PROJECT
COMPLETION.
10.AVOID OVER-SPRAY ONTO ROADS, SIDEWALKS, SIGNS AND
PARKING AREAS. SPRINKLER ARCS SHALL BE DETERMINED
ON SITE BY THE IRRIGATION INSTALLER TO PROVIDE THE
MAXIMUM COVERAGE POSSIBLE. CAREFULLY ADJUST THE
ARCS AND RADIUS OF EACH SPRINKLER TO PROVIDE
HEAD-TO-HEAD COVERAGE.
11.WITHIN EXTREME SLOPED AREAS:
11.1.INSTALL STATIONS SEPARATELY FOR TOP AND
BOTTOM OF SLOPED AREAS
11.2.INSTALL LATERAL PIPES PARALLEL TO SLOPE
11.3.IF SLOPE IS TOO EXTREME FOR MACHINERY, INSTALL
LATERAL PIPES SAFELY AND TEE-FEED INDIVIDUAL
SPRINKLERS VIA DOWNHILL PIPING PERPENDICULAR
TO FEED LINE
12.LOCATE VALVE BOXES AWAY FROM ROAD/CURB SO THEY
ARE LESS VISUAL WHERE APPLICABLE.
13.DO NOT TRENCH THROUGH THE ROOT BALLS OF NEW
PLANTINGS.
14.MAINLINE PIPING BENEATH TRAFFIC AREAS SHALL BE
INSTALLED WITH A MINIMUM EARTH COVER OF 30-INCHES
FROM BOTTOM OF ROAD SUB-GRADE AND CONTAIN
SLEEVES NOT LESS THAN TWO NOMINAL DIMENSIONS
GREATER THAT THE PIPE PASSING THROUGH.
15.IRRIGATION INSTALLER SHALL FURNISH AND INSTALL
SLEEVE MATERIAL UNDER ALL ROADWAYS, WALKS AND
DRIVEWAYS WHERE NECESSARY.
16.TOP OF MAINLINES SHALL BE AT LEAST 30-INCHES BELOW
GRADE IN TURF AREAS.
17.TOP OF LATERAL LINES SHALL BE AT LEAST 18-INCHES
BELOW GRADE.
18.MAINLINE PRESSURE PIPE FITTINGS 3-INCHES AND LARGER
SHALL BE PUSH ON GASKET JOINED AND SHALL HAVE
MECHANICAL JOINT RESTRAINTS. MAINLINE PRESSURE
PIPE FITTINGS 2.5-INCHES AND SMALLER SHALL BE GLUED
AND SHALL HAVE CONCRETE THRUST BLOCKS AT FITTINGS
THAT COMPRISE CHANGE IN DIRECTION.
19.OTHERS SHALL FURNISH, INSTALL AND BRING 24-INCHES
ABOVE GRADE A MUNICIPAL POTABLE STUB FOR
IRRGATION, COORDINATE WITH GENERAL CONTRACTOR.
20.INSTALLER IS RESPONSIBLE FOR FURNISHING AND
INSTALLING THE BACKFLOW PREVENTOR, WATER METER
AND BOOSTER PUMP, IF APPLICABLE.
21.IRRIGATION CONTROL WIRE SHALL BE DIGITAL TWO-WIRE,
UL LISTED FOR DIRECT BURIAL.
22.CONNECT ALL ELECTRICAL WIRING IN ACCORDANCE WITH
THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE
LOCAL ELECTRIC UTILITY CODES INCLUDING:
22.1.ALL LOW VOLTAGE IRRIGATION CONTROL WIRE SHALL
BE INSTALLED WITH THE MAINLINE PIPE WHERE
POSSIBLE
22.2.DO NOT LOOP THE LOW VOLTAGE IRRIGATION
CONTROL WIRE PATH.
22.3.SNAKE WIRE AT BOTTOM OF TRENCH BENEATH
MAINLINE.
22.4.PROVIDE 18-INCH OF SLACK CONTROL WIRE AT ALL
CHANGES IN DIRECTION.
22.5.PROVIDE 24-INCH OF SLACK CONTROL WIRE AT EACH
REMOTE CONTROL VALVE COILED INSIDE VALVE BOX.
22.6.ALL WIRE SPLICES SHALL BE WATERTIGHT
CONNECTORS AND CONTAINED IN VALVE BOX.
22.7.ALL WIRING BENEATH HARDSCAPES SHALL BE
CONTAINED IN SLEEVING, SEPARATE FROM PIPING.
ELECTRICAL SLEEVES ARE TO BE SIZED
APPROPRIATELY FOR EASE OF WIRE INSTALLATION
AND REPAIR.
22.8.ALL WIRING SHALL BE INDENTIFIED AT EACH END TO
PROVIDE INDICATION AS TO WHICH LOCATION THE
WIRE IS CONNECTED.
22.9.GROUNDING PER MANUFACTURER'S
RECOMMENDATION OR LOCAL ELECTRICAL CODE.
23.SCHEDULE AND PROGRAM CONTROLLER AND VALVES FOR
APPROPRIATE LANDSCAPE WATER REQUIREMENTS.
IRRIGATION NOTESTREE SCHEDULE - FROM SHEET L-1
SHRUB & PERENNIAL SCHEDULE - FROM SHEET L-2
PLANTING
SCHEDULES &
NOTES
L-3
ENGINEERINGARCHITECTURELAND SURVEYINGENVIRONMENTAL SERVICESLANDSCAPE ARCHITECTUREJACOBS PLAT
Review No. 1
ENGINEERING REVIEW
Residential Subdivision
Preliminary Plat
for the City of Otsego
by
Hakanson Anderson
Submitted to: Honorable Mayor and City Council
cc: Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Dan Licht, City Planner
Dave Kendall, City Attorney
Maren Lapham, Endeavor Development
Joshua Budish, Endeavor Development
Erik Hedman, Anderson Engineering
Ben Hodapp, Anderson Engineering
Reviewed by: Ronald J. Wagner, P.E.
Brent M. Larson, P.E.
Date: March 2, 2022
Proposed Development: Project Ollie
Development Location: A portions of the N ½ of the SE ¼ Section 36, T121, R23. South
of 65th Street and East of Queens Avenue
Applicant: Josh Budish, Endeavor Investments XII, LLC
Developer: Endeavor Development
200 Southdale Center
Minneapolis, MN 55435
Owners of Record: Fae Jabobs Family Real Estate Trust
Purpose: Project Ollie is a proposed industrial development on approximately
78.5 acres in the City of Otsego, Wright County, Minnesota. The
proposed development will be served with municipal water, sanitary
sewer, storm sewer, and public streets typical of an urban setting.
Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of
(but not limited to) Health, Minnesota Department of Natural Resources, Minnesota
Pollution Control Agency, Wright Soil and Water Conservation
District.
Permits Required: NPDES, Minnesota Department of Health (water),
(but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright
County
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TABLE OF CONTENTS
INFORMATION AVAILABLE
ALTA/EXISTING CONDITIONS
COVER SHEET
PRELIMINARY PLAT
DEMO PLAN
GRADING PLAN
UTILITY PLAN
WATERMAIN PLAN AND PROFILE
SANITARY PLAN AND PROFILE
PAVEMENT PLAN
EROSION CONTROL/SWPPP
DETAILS
STORM WATER MANAGEMENT
OTHER CONSIDERATIONS
SUMMARY AND/OR RECOMMENDATIONS
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INFORMATION AVAILABLE
ALTA/NSPS Existing Conditions Survey for Endeavor Development, dated 9/17/2021, by
Anderson Engineering
Preliminary Plans for Endeavor Development, dated 12/29/2021, by Anderson Engineering
Preliminary Storm Water Management Plan for Project Ollie, dated 12/29/2021, by Anderson
Engineering
Additional Information
Minnesota Rules, Chapter 4410 – EAW Requirement
City of Otsego Engineering Manual
City of Otsego Zoning and Subdivision Ordinances
National Wetland Inventory Map
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ALTA/EXISTING CONDITIONS
1. The developer is listed as Endeavor Development, Endeavor Holding Company, LLC,
and Endeavor Investment XII, LLC on various documents.
2. The following existing condition information are required:
A. Existing zoning classifications for land in and abutting the subdivision.
B. Some existing owners within 150’ of the site are missing (west of Queens Ave
and south of the east 40 aces labeled Harvest Run East 3rd Add, and outlot A in
Harvest Run 2nd Add).
C. NWL and 100-year flood elevations.
D. Statement certifying the environmental condition of the site including the
presence of any hazardous substance as defined in Minnesota Statutes 115B.02,
Subd 8.
3. The existing storm sewer pipe from the pond north of 65th Street near Queens Avenue
shall show the pipe flowing the to the south. This pipe is also mislabeled and is a 24”
RCP.
COVER SHEET
4. The plans submittal shall indicate these are “Preliminary” submittal.
5. The bench marks/plans are based on NGVD 1988 datum. All as-built plans provided by
the City for Queens Avenue and related utilities and storm water information are based on
NAVD 1929 datum. The existing conditions/ALTA survey the elevation difference
between the datums appears to be approx. 0.33’ different. It shall be verified the
difference in elevations has been accounted for. At a minimum an equation relating the
datums in this area.
6. The 16705 65th Street address is incorrect. The address would be 6400 Queens Avenue
with the current driveway access/configuration.
PRELIMINARY PLAT
7. All wetlands shall have an average 20’ wide buffer (10’ wide minimum) shall be shown.
The remaining wetlands and their buffers shall be entirely within outlots/easements.
8. Lot and Block lines and numbers shall be shown.
9. The storm pipe along the north side of the parking/driveway shall be a City owned utility
and therefore shall have a minimum 20’ wide easement (centered on the pipe) covering it
from the NW corner of the site to Pond 2. This pipe takes existing drainage from Queens
Avenue and 65th Street that is being cut off by this project and redirects the water to
Pond 2. We recommend providing a separate pipe for to direct this water and bypass
Pond 2 and separate the clean water from the parking/driveway area water and avoid the
need for the larger pipe and pond size required to treat the already clean water.
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10. There shall be a dedicated maintenance path to each storm basin and the outlets. These
maintenance paths shall has egress easements provided.
DEMO PLAN
11. The wetland impacts along the future retaining walls will likely be more than shown once
these buffers are included.
12. The hatching indicating wetland impact for the wetland to the NE of the future building is
incorrect.
13. The bike path will need to be removed to make the watermain connection.
14. The bituminous patch shall extend the entire width of Queens Avenue for the sanitary
forcemain connection.
GRADING PLAN
15. The drainage from wetland 4 shall be routed to bypass Pond 1 to avoid the need to treat
clean water.
16. Wetland 3 drains to the north. An emergency overflow (EOF) shall be labeled for this
wetland. The inlet pipe from the south into this wetland shall also be removed as it is not
necessary.
17. The setback and right-of-way lines shall be labeled.
18. The pavement to the building in the SW of the building is show to be over 10% slope.
Verify.
19. A bar scale for Inset A shall be provided.
20. Showing the proposed and existing storm sewer/culverts in the grading plans.
21. The TEP panel has indicated a swale out of Wetland 4 is not being shown. This swale
shall be shown on the existing contours. This swale will also have a large impact on the
stormwater models for the entire area.
22. Show all easements, specifically around the ponds and maintenance paths.
UTILITY PLAN
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23. All easement lines shall be shown.
24. The proposed contours shall be shown darker than the existing.
25. Existing utilities along Queens Avenue and 65th Street shall be labeled (pipe sizes, types,
inverts, etc).
26. Some storm pipe is labeled as 20” and 16” HDPE. Verify this is the correct size needed.
27. See comment #9.
28. All storm sewer pipe is considered private except storm sewer pipe along the north side
of the parking area. This will be City owned pipe. This pipe shall be concrete (RCP)
anywhere it is under pavement/curb and gutter. The pipe in green areas may be HDPE as
shown.
29. The existing storm pipes under Queens Avenue and 65th Street currently discharge into
the ditch in the SE quadrant of the 65th Street and Queens Avenue intersection. The plans
propose to direct these drainages to a “beehive” storm sewer casting. It shall be verified
that this will be sufficient to handle the existing drainage. Also, an EOF for this low are
near the new casting will need to be identified as well as an overland overflow route.
30. A note to “see sheet C-18” shall be included next to both outlet control structures. The
detail provides some information that is missing on sheet C-7.
WATERMAIN PLAN AND PROFILE
31. All easement lines shall be shown. The easement label “10’ D&U Easement (TYP)” is
shall be revised to 20’ wide.
32. Existing utilities along Queens Avenue and 65th Street shall be labeled (pipe sizes, types,
inverts, etc).
33. Make the valve symbols larger in the plan view or provide a larger drawing scale.
34. Length of the watermain pipe shall be in the profiles.
35. The hydrants within the loading dock areas shall be protected with bollards.
36. All 12” valves shall be butterfly valves.
37. The two 45 degree bends at each corner of the building are labeled 135 degrees.
38. The storm crossing at station 8+00 is missing from the profile.
39. The watermain at the NE and SE corners of the building depict a pipe being stubbed to
the east out of two 45 degree bends. We believe this should be done with a 12” x 12” tee
in both locations for future expansion.
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SANITARY PLAN AND PROFILE
40. Existing utilities along Queens Avenue and 65th Street shall be labeled (pipe sizes, types,
inverts, etc).
41. This site is proposed to flow via gravity to a future lift station to the north of 65th Street
and west of CSAH 42. Until this lift station is construction and gravity sewer is extended
to service this property a small, privately owned and operated, lift station is proposed to
discharge to the existing gravity sewer along Queens Avenue. For a future gravity
connection, a 6” gravity sanitary sewer stub is being provided to the north out of the lift
station. This stub ends at an elevation of 904.71 and this elevation still needs to be
verified how it will fit with future gravity sewer per the Master Plan.
42. The storm sewer and watermain crossings shall be shown in the forcemain profile.
43. The 24” storm crossing at station 0+75 in the gravity sanitary profile is mislabeled 16”.
44. The forcemain appears to require a new sanitary sewer manhole be installed in Queens
Avenue. This will not be allowed. The forcemain shall be directed to the existing
manhole approximately 25’ south of the show new manhole.
PAVEMENT PLAN
45. Soil borings or Geotechnical Reports have not been provided at this time. We
recommend that the pavement section be based on a Geotechnical Engineers
recommendation.
46. Based on the soils encountered while constructing Queens Avenue we recommend using
a clean sand under the Class 5 aggregate for drainage.
EROSION AND SEDIMENT CONTROL & SWPPP
47. Two rows of silt fence are required along the wetlands adjacent to the retaining walls.
DETAILS
48. A detail of the lift station is required.
49. The top of the inlet pipes for both ponds shall be a minimum 12” below the NWL
elevation to provide the required skimming. It appears that the filtration areas may need
to be lowered or outlet pipes reconfigured to meet the requirements.
50. The pipe lengths, grades, and inverts shall be included in the details.
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PRELIMINARY STORM WATER MANAGEMENT PLAN
51. There appears to be a missing swale from wetland 4 to the east. This has been
acknowledged during TEP meetings. The TEP is also making additional comments that
are likely to cause changes as well as the required redirection of wetland 4 water away
from Pond 1 will require significant changes to the storm water plan therefore the
stormwater management plans has not been reviewed at this time.
OTHER CONSIDERATIONS
52. Wetland Impacts/Mitigation/Replacement is in process.
53. Please submit a Geotechnical Report for review.
54. Statement certifying the environmental condition of the site including the presence of any
hazardous substance as defined in Minnesota Statutes 115B.02, Subd 8.
SUMMARY AND/OR RECOMMENDATION
Revised and Resubmit.