Item 3.2 Costco3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht
REPORT DATE: 1 February 2024
60-DAY DATE: 8 March 2024
RE: Otsego – Costco; Zoning Map/Preliminary Plat
TPC FILE: 101.02
BACKGROUND
Costco Wholesale Corporation has submitted plans to subdivide 25.41 acres located at the
northwest corner of 60th Street (CR 137) and MacIver Avenue (Exhibit A) into three lots. One of
the lots is proposed for development of a Costco retail store and accessory motor fuel facility
(Exhibit B) in 2025. The subdivision proposal requires applications to amend the Zoning Map to
change the zoning of the subject site from A-1, Agriculture Rural Service District to B-3, General
Business District and for approval of a preliminary plat.
The requested Zoning Map amendment is necessary for the subdivision of lots subject to the
minimum requirements of the B-3 District and development of any of the various commercial
businesses allowed within the B-3 District. Development of specific uses allowed within the B-2
District will require for additional zoning approvals that are be subject to review by the Planning
Commission following a public hearing and approval of the City Council. The preliminary plat is
the initial design of a proposed subdivision of the subject site showing the layout of lots, rights-
of-way and streets, accesses, utilities, and stormwater facilities. If approved, subdivision of the
property requires a subsequent application for a final plat that is subject to review and approval
of the City Council only.
A public hearing has been noticed for the Planning Commission meeting on 5 February 2024 at
7:00PM to consider the Zoning Map amendment and preliminary plat application.
Item 3.2
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Exhibits:
A. Site Location Map
B. Developer narrative dated January 8, 2024
C. Otsego Future Land Use Plan
D. Wright County Long Range Transportation Plan
E. Otsego Transportation Plan
F. Civil Plans dated 26 Jan 2024 (22 sheets)
ANALYSIS
Existing Conditions. The 25.41 acre subject site consists of two parcels. The property was once
used as a landscape nursery for Midwest Landscapes, Inc. The current property owner, who
has owned the land for approximately 45 years according to the developer (Exhibit B), was an
owner of Midwest Landscapes, Inc but is no longer involved in the business. Midwest
Landscapes, Inc. in 1999 consolidated and relocated its operations approximately two miles to
the east within Otsego. The subject site has remained unused since that time, although a
portion of the original property was acquired by D.R. Horton in 2004 for construction of
MacIver Avenue between 60th Street (CR 137) and 63rd Street as part of the Zimmer Farms
subdivision. Aerial photography from 2005 (right) and 2023 (left) below illustrates the changes
in the area that have occurred over time from when sewer and water utilities were initially
constructed, including construction of MacIver between CR 137 (60th Street) and 63rd Street.
Surrounding Uses. The subject site is surrounded by the following existing and planned land
uses summarized in the table below and shown on Exhibit A. The subject site is the west edge
of an area of commercial and industrial development adjacent to I-94 with access served by an
interchange at CSAH 37. MacIver Avenue functions as the east boundary of this commercial
and industrial area transitioning to Medium-to-High Density Residential land uses to the east of
the 80 foot wide collector street corridor.
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Direction City Land Use Plan Zoning Map Existing Use
East Otsego MHD Residential R6 District B/B townhouses
Row townhouses
South Albertville Commercial
Public-Semi Public
PUD District
P/I District
Emma Krumbee’s
Undeveloped
Cemetery
West Albertville Commercial
Industrial
B3 District
I2 District
Nassau Pools & Spa
Stone Granite
AWR Enterprises
North Albertville Public-Semi Public P/I District City of Albertville
The townhouses within Zimmer Farms were developed adjacent to the collector street and with
expectation of the future development of the commercial land to the east with a site plan that
includes a residential buffer yard having an increased 65 foot setback from the right-of-way line
and installation of plantings intended to provide screening. The proposed subdivision of the
property for commercial land uses will be compatible with the existing and planned land uses in
the area. Further consideration as to the transition between the commercial uses within the
subject site and surrounding area will be evaluated as part of the development plans for Lot 1,
Block 1.
Applications. The proposed development of the subject site as presented on the submitted
plans requires consideration of the following applications:
Zoning Map amendment rezoning from A-1 District to B-3 District
Conditional Use Permit:
o Lot less than the minimum width of the B-3 District
o Lots not accessing directly to a public street
Preliminary Plat
Final Plat
Development of Lot 1, Block 1 as shown on the submitted plans, as well as future development
of Lots 2 and 3, Block 1, will require a subsequent application for zoning approvals including but
not limited to:
Site and Building Plan Review
Conditional Use Permit for Motor Fuel Sales
Conditional Use Permit for Minor Auto Repair
The developer has elected to pursue the applications in two stages, which is their right to do so
in accordance with Minnesota Statues 462.357, Subd. 4 and 462.358, Subd. 3b; Section 11-3-2.B
of the Zoning Ordinance; and Section 10-5-2.A.3 of the Subdivision Ordinance. The first
application includes a request for approval of the Zoning Map amendment, preliminary plat,
and Conditional Use Permit for Lots 2-3, Block 1 to use access through Lot 1, Block 1 to public
streets.
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The second request will include zoning applications applicable to development of Lot 1, Block 1
and a final plat. The primary reason for the two-step process is to allow for coordination
between the developer, City, and Wright County with regards to right-of-way dedication and
construction plans for 60th Street (CR 137), which is to be improved in 2025 as part of a
previously planned Wright County Capital Improvement Plan project.
The developer has not requested financial subsidies related to the development in the form of
Tax Increment Financing or Tax Abatement. Any request for financial assistance for the project
would be reviewed in accordance with the criteria and process established by the City’s
Economic Development Policy. However, no application for financial assistance is anticipated
by City staff.
Comprehensive Plan. The 2004
Otsego Comprehensive Plan
established a West Sewer District
as a second area within the City
for development of urban land
uses served by City sewer and
water utilities. Prior to
construction of the West
Wastewater Treatment Facility
(W-WTF) and water system, the
area was limited to rural
development.
The land use plan implemented
in 2004 for the West Sewer
District reflects the concepts of
growth management, economic
development, growth
management, land use
compatibility and relation of
development to transportation
infrastructure illustrated by the
graphic at right. (2023 Otsego
Comprehensive Plan, page 25)
The Future Land Use Plan identifies commercial locations within the City (Exhibit C) that provide
opportunities for convenient access to retail goods and services to be developed. The City’s
goal is to promote a range of viable commercial development responsive to the retail and
service needs of the community and surrounding market area. The specific businesses that
choose to develop within a given commercial area guided by the Comprehensive Plan is a
function of market economics and private business decisions.
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The subject site has been identified since the 2004 Comprehensive Plan for future development
of commercial land uses based on access and visibility from I-94 and as a transitional land use
to Medium-to-High Density Residential, Medium Density Residential, and Low Density
Residential land uses east of MacIver Avenue. The 2023 Comprehensive Plan update describes
the planned land use of the subject site as follows:
“The area east of I-94 on the north side of 60th Street (CR 137) is designated as
commercial location with excellent visibility and access from I-94, as well as serving
as a gateway for residential neighborhoods within the West Sewer District via
MacIver Avenue. Development in this area must be coordinated with Wright
County and the City of Albertville so as to ensure adequate access and traffic
control as improvements are made to 60th Street (CR 137) east of I-94 to MacIver
Avenue and beyond.
Given the location and size of the parcel that is under single ownership guided for
commercial land uses, this area may be suitable for a large regional retail business
with pad sites for smaller restaurant, retail, or service business, hotel or possibly a
Mixed Use development. Like other commercial locations within the City, this area
should be encouraged to develop with the highest levels of quality site and building
design. Transition to the existing residential dwellings east of MacIver Avenue
must also be considered as part of the development review process for this
property.” (2023 Otsego Comprehensive Plan, page 62-63)
The character of proposed commercial development of the subject site with one lot for a large
regional retail business and an accessory motor fuel facility, and two lots for other potential
commercial retail or service business is well aligned with the recommendations of the 2023
Comprehensive Plan. The principal and accessory structures within the development are to be
located in the west and south portions of the subject site (Exhibit F) and provide the basis for an
appropriate transition to residential uses east of the MacIver Avenue collector street corridor.
The transition elements of the site plan, including landscaping and exterior lighting, will be
further evaluated as part of the zoning applications required for development of Lot 1, Block 1.
Zoning. Since adoption of the 1998 Comprehensive Plan, the City has implemented a policy
that properties are not zoned to allow for the land uses guided by the Future Land Use Plan
until such time as a development application is presented and a determination is made at that
time that the criteria for approval of a Zoning Map amendment established by the Zoning
Ordinance are met. This Interim Land Use Plan maintains A-1 District zoning on all properties
until a development application is submitted and related Zoning Map amendment is approved.
The B-3 District allows for a wide range of retail, service, and office uses that corresponds to the
commercial land use designation described by the 2023 Comprehensive Plan. The retail store
with minor auto repair and a separate motor fuel facility proposed for Lot 1, Block 1 are
allowed uses within the B-3 District. Proposals for development of Lots 2 and 3, Block 1 will
also be required to be allowed uses of the B-3 District.
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Compliance with the zoning standards for development of Lot 1, Block 1 will be evaluated as
part of the second phase of applications to be submitted by the developer, except where such
analysis outlined in subsequent paragraphs aids in review of the current subdivision application.
Lot Area. Section 11-77-7.A of the Zoning Ordinance requires that lots within the B-3 District
have a minimum area of one acre. Each of the three lots within the preliminary plat (Exhibit F,
Sheet C1.3) have an area greater than one acre. The preliminary plat complies with the
minimum lot area requirements of the Zoning Ordinance.
Lot Area
Square Feet Acres
Lot 1, Block 1 964,270sf. 22.14ac.
Lot 2, Block 1 56,889sf. 1.31ac.
Lot 3, Block 1 76,437sf. 1.75ac.
Lot Width. Section 11-77-7.B of the Zoning Ordinance requires that lots withinn the B-3 District
have a minimum width of 200 feet, which is measured at the building setback at the front lot
line.
Lot Width
Lot 1, Block 1 500ft.
Lot 2, Block 1 160ft.
Lot 3, Block 1 200ft.
Lot 1 and Lot 3, Block 1 within the preliminary plat (Exhibit F, Sheet C1.3) have a width of at
least 200 feet as defined by the Zoning Ordinance. Lot 2, Block 1 is 160 feet in width as defined
by the Zoning Ordinance. Section 11-36-1 of the Zoning Ordinance allow deviation from the
provisions of the Zoning Ordinance related lot area width by approval of a Conditional Use
Permit to encourage an efficient use of land resulting in smaller networks of utilities and streets
thereby lowering development costs and public investments resulting in a development pattern
in harmony with the objectives of the Comprehensive Plan. With share circulation and access
through with Lot 1 and 3, Block 1, the proposed width of Lot 2 is functional and has a
reasonable building envelope. The preliminary plat complies with the minimum width
requirements of the Zoning Ordinance as allowed with of a Conditional Use Permit for Lot 2,
Block 1.
Setbacks. Section 11-77-7.C of the Zoning Ordinance requires the following minimum setbacks
for each lot:
Minimum Setback
Front 30ft.
Side 10ft.
Rear 20ft.
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The applicable setback lines for principal and accessory buildings are illustrated on the
preliminary plat (Exhibit F, Sheet C1.3). The structures illustrated on the preliminary site plan
for Lot 1, Block 1 (Exhibit F, Sheet C2,1) comply with the setback requirements of the Zoning
Ordinance. Lots 2 and 3, Block 1 have a reasonable building envelope within each lot for
development of a use allowed within the B-3 District in compliance with required setbacks.
The preliminary plat complies with the minimum setback requirements of the Zoning
Ordinance.
Access. The subject site abuts 60th Street (CR 137), MacIver Avenue, and 63rd Street. The
proposed development of the subject site is to utilize access to 60th Street (CR 137) via a three-
quarter intersection at Lymon Avenue and right-in/right-out only access west of Lymon Avenue
and also access to MacIver Avenue at Marlowe Avenue. No access is proposed to 63rd Street,
which is a gravel rural section roadway entirely within the City of Albertville, due to the change
in elevation between the roadway and the subject site.
Loves’s Travel Stops & Country Stores, Inc. (Love’s) explored development of a truck stop upon
the subject site in 2017. The proposed use would have required application for zoning and
subdivision applications, including a Conditional Use Permit to allow the motor fuel facility.
City staff was concerned about potential impacts to CR 137 and the I-94 interchange from the
semi-tractor/trailer traffic generated by the proposed use, which is a criteria established by
Section 11-4-2.F.4 of the Zoning Ordinance for approval of a Conditional Use Permit. City staff
required Love’s to pay for a traffic study to be completed as part of the information to be
submitted for an application to consider the potential development in accordance with Section
11-9-6.E of the Zoning Ordinance.
The traffic study was completed on behalf of Wright County by SRF Consulting Group, Inc.,
which is the traffic engineer that had prepared the Wright County Long Range Transportation
Plan. The conclusions of the Love’s Travel Center Traffic Impact Study dated June 7, 2017
were that volume of the semi-tractor/trailer traffic generated by the proposed use would cause
negative impacts due to a lack of vehicle stacking space for semi-tractor/trailers at the CSAH
37/Eastbound I-94 ramps and at CR 137/Lymon Avenue. Mitigating these impacts would cost
millions of dollars and neither Wright County nor the City had programed improvements as part
of their respective capital improvement programs. City staff advised Love’s that we would
recommend that the application be denied unless Love’s agreed to complete necessary
improvements to mitigate the traffic impacts identified by the Love’s Travel Center Traffic
Impact Study. Love’s elected not to submit an application to the City to consider the proposed
development.
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Importantly, City staff had requested that the Love’s Travel Center Traffic Impact Study also
evaluate the potential impacts of development of the subject site with retail shopping uses
consistent with the guidance of the 2012 Otsego Comprehensive Plan to determine what
mitigation measures may be needed to accommodate general commercial development of the
subject site. The Love’s Travel Center Traffic Impact Study based this sensitivity test on
development of the subject site as a 244,000 square foot shopping center using Institute of
Traffic Engineers data. The retail use analysis concluded that improvements would only be
required at the intersection of CR 137 and Lymon Avenue to accommodate left turning
movements into the site; the functionality of the existing I-94 ramps or other intersections
would not be considered to be negatively impacted.
The 2016 Wright County Long Range Transportation Plan (Exhibit D) identifies 60th Street (CR
137) as a Major Collector Road intended to carry traffic from Otsego, St. Michael and Albertville
to and from I-94. Wright County, together with the Cities of Otsego and Albertville, is planning
reconstruction of 60th Street (CR 137) from I-94 to Marx Avenue in 2025. This construction
program is being undertaken in accordance with the Wright County 5-Year Capital
Improvement Plan and separate from any specific development, but the planning reflects the
land uses guided by the Comprehensive Plans adopted by Otsego, Albertville, as well as St.
Michael for existing and future land uses and resulting traffic generation. The Wright County
improvement project is funded as part of Wright County’s budget with local shares paid by
Otsego and Albertville based on established Wright County policy for intersections with local
streets, adjacent trails, stormwater management, and amenities such as street lighting or
landscaping. Otsego’s 2023 Capital Improvement Plan includes funding for the City’s share of
the Wright County 60th Street (CR 137) improvement project.
The proposed 60th Street (CR 137) improvements, shown in the preliminary design below, and
on the submitted plans (Exhibit F) include roundabouts at the I-94 ramps and MacIver Avenue
with a three-quarter intersection at Lymon Avenue. Wright County and Albertville are working
with Mn/DoT to include a roundabout at the eastbound I-94 interchange ramps as well.
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A three-quarter intersection will allow left turns from 60th Street (CR 137) to the subject site
and to southbound Lymon Avenue. There would be no left turn from the subject site to
eastbound 60th Street (CR 137) or from northbound Lymon Avenue to westbound (CR 137).
Vehicles wanting to make these left turn movements would need to turn right and utilize the
roundabouts to reverse course to the intended direction similar to the right-in/right-out access
to Coborn’s at 90th Street (CSAH 39). The developer is proposing a right-in/right-out only to
60th Street (CR 137) west of the Lymon Avenue intersection. The developer’s intent is that this
intersection would allow traffic accessing the potential future businesses on Lots 2 and 3, Block
1 to bypass the Lymon Avenue access and avoid mixing with Costco traffic. The proposed right-
in/right-out intersection would also provide a second outlet for traffic from Costco (as well as
the uses on Lots 2 and 3, Block 1) to 60th Street (CR 137).
The preliminary plat is subject to review and approval of Wright County and that review would
include evaluation of the capacity of 60th (CR 137), intersection spacing and design, property
access, and right-of-way dedication for the ultimate roadway and off-street trail designs based
on the functional classification designation established by the Wright County Long Range
Transportation Plan. The developer has provided trip generation information regarding the
planned uses of Lot 1, Block 1 based on other Costco locations, as well as estimates for
development of Lots 2 and 3, Block 1. Discussions between Wright County staff, City staff, and
the developer are that there is sufficient capacity planned with the improvements to 60th Street
(CR 137) to accommodate the proposed development. Wright County will be working with their
traffic engineering consultant designing the 60th Street (CR 137) improvement project and the
developer to finalize the plans for the roadway relative to any increase in traffic attributed to
the development.
The Otsego Transportation Plan (Exhibit E) designates MacIver Avenue as a Residential Collector
Street that is constructed to Minnesota State Aid standards with a planned capacity of 12,000
to 15,000 average daily trips or a peak hour of 1,800 vehicles. MacIver Avenue currently is
constructed a distance of 2.5 miles between 60th Street (CR 137) and 85th Street and is planned
to be extended north in the future to 90th Street (CSAH 39) as residential development expands
north of the existing West Sewer District in accordance with the 2023 Comprehensive Plan. The
roadway exists as an urban two-lane street with paved shoulders and a 10-foot wide trail on the
east side. The most recent traffic surveys for MacIver Avenue in 2021 indicate volumes of
3,783 vehicles per day, which is well below the capacity of the street.
The submitted plans propose that the MacIver Avenue and Marlowe Avenue intersection be
improved to provide for left and right turn lanes from both directions of MacIver Avenue to
Marlow Avenue and the proposed development with stop signs only for traffic entering or
crossing MacIver Avenue. Based on the traffic information provided by the developer, the City
Engineer has determined that there is adequate existing and planned capacity within MacIver
Avenue to accommodate the traffic generated by the proposed development.
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The City Engineer has further evaluated the potential impact of the development to the
MacIver Avenue and Marlowe Avenue intersection finding only that the Level of Service (LOS)
for a left turn from westbound Marlowe Avenue to southbound MacIver Avenue would be
delayed to a minor degree causing a decrease in the level of service from LOS B to LOS C. The
developer will be required as part of the development application for Lot 1, Block 1 to provide
additional analysis of potential mitigation options to mitigate the traffic impacts to the
operation of the MacIver Avenue and Marlowe Avenue intersection. Options to be evaluated,
subject to review and approval of the City Engineer, include implementation of a four-way stop
at the MacIver Avenue and Marlowe Avenue intersection or reconstruction of the intersection
as a roundabout.
Any costs for improvements to the intersection required to mitigate traffic impacts to MacIver
Avenue attributable to the proposed development will be the responsibility of the developer.
All plans related to MacIver Avenue and access to the subject site are to be subject to review
and approval of the City Engineer.
Trails. The Future Parks and Trails Plan directs construction of a trail along the north side of
60th Street (CR 137) from the border with Albertville east to MacIver Avenue (2023 Otsego
Comprehensive Plan, page 78). The 60th Street (CR 137) improvement project will include
construction of a 10-foot trail on the north side of 60th Street (CR 137) from the roundabout at
the westbound I-94 ramps extending east to Marx Avenue, including the section of the roadway
abutting the subject site. The trail will be constructed by Wright County as part of its
improvement project with the cost being the responsibility of the City and developer through a
Development Contract executed at the time of final plat approval. City staff does not
recommend construction of a trail along the west side of MacIver Avenue abutting the subject
site.
There will also be a pedestrian crossing provided from the existing trail on the east side of
MacIver Avenue to the subject site at Marlowe Avenue. Plans for pedestrian connections
within the subject site from MacIver Avenue will be evaluated as part of the subsequent site
development plans for Lot 1, Block 1. The cost for the pedestrian facilities at the MacIver
Avenue and Marlowe Avenue intersection and those within the subject site are the
responsibility of the developer.
Off-Street Parking. The Zoning Ordinance requires provision of a minimum number of off-
street parking stalls for businesses based on studies completed by the Institute of
Transportation Engineers and other sources. The purpose of requiring a minimum number of
off-street parking stalls, together with minimum dimension requirements for stalls and drive
aisles, is to ensure that there is sufficient area and circulation within a commercial site to meet
parking demand and avoid causing congestion on adjacent public streets.
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The preliminary site plan (Exhibit F, Sheet C2.1) for Lot 1, Block 1 illustrates a proposed 163,474
square foot retail store that includes a five-bay minor auto repair use for tire services and oil
changes. Section 11-21-8 of the Zoning Ordinance requires that retail and minor auto repair
uses provide one parking stall per 200 square feet of net floor area (90 percent of gross floor
area). The number of off-street parking stalls required by the Zoning Ordinance is 736. The
preliminary site plan illustrates 950 off-street parking stalls within Lot 1, Block 1, which equates
to one parking stall for each 173 gross square feet of building area.
For comparison, the Target store and attached in-line retail spaces within the Great River
Centre of Otsego development has 1,010 parking stalls for 212,190 gross square feet of building
area equal to 1 stall per 210 square feet. The supply of off-street parking stalls within Lot 1,
Block 1 greatly exceeds the requirements of the Zoning Ordinance. Furthermore, Costco has
indicated their intent to retain ownership of Lots 2 and 3, Block 1 until their store is established
and they are satisfied that there are an adequate number of parking stalls within Lot 1, Block 1
to meet demand.
Parking stalls shown on the preliminary site plan (Exhibit F, Sheet C2.1) are designed as 10 feet
wide by 20 feet deep accessed by drive aisles that are a minimum of 24 feet wide. The
dimensions of the parking area complies with the provisions of Section 11-21-7.B of the Zoning
Ordinance.
The number and design of the off-street parking stalls and drive aisles within Lot 1, Block 1 as
shown on the preliminary site plan (Exhibit F, Sheet C2.1) comply with the Zoning Ordinance,
which will avoid concerns of parking demand causing congestion on 60th Street (CR 137) and
MacIver Avenue.
Loading. As with off-street parking, the Zoning Ordinance includes provisions requiring that
loading areas be addressed through site design to avoid causing congestion on public streets.
The developer has provided turning movements for semi-tractor/trailer vehicles delivering
goods to the retail store and motor fuel facility within Lot 1, Block 1. All vehicles will enter the
site from the 60th Street (CR 137) and Lymon Avenue intersections. Semi/tractor trailers
delivering to the retail store are to exit Lot 1, Block 1 to 60th Street (CR 137). Semi-
tractor/trailers delivering fuel to the motor fuel facility will exit via a right turn onto MacIver
Avenue and traveling south to 60th Street CR 137. The proposed semi-tractor/trailer access for
deliveries for the uses within Lot 1, Block 1 are functional and minimize use of MacIver Avenue
to avoid conflicts with consumer and residential traffic on that street.
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Stormwater Management. The submitted plans include information regarding grading,
drainage, and erosion control (Exhibit F, Sheets C3.1-5).
City and Minnesota Pollution Control Agency standards establish that the volume of
stormwater runoff discharged from the subject site after development cannot exceed pre-
development conditions. There are also specific performance standards required for the
proposed motor fuel facility that require additional storage and treatment of stormwater runoff
from that area of the subject site to prevent contaminates from entering the stormwater
system.
The preliminary grading plan (Exhibit F, Sheets C3.1-3) illustrates construction of stormwater
basins at the southeast corner of the plat with graded drainage swales to the west adjacent to
60th Street (CR 137) channeling stormwater into these basins. With the urbanization of the 60th
Street (CR 137) roadway corridor as part of the Wright County improvement project, the
movement of stormwater across Lots 2 and 3, Block 1 and the motor fuel facility will be
required to accomplished through stormwater pipe versus open ditches. This modification of
the grading plan will also allow for greater separation of the trail along 60th Street (CR 137)
from the traffic lanes.
All stormwater management, grading, drainage, wetland impacts, and erosion control issues
are to be subject to review and approval by the City Engineer.
The developer will be required to post a security with a Development Contract executed
concurrent with final plat approval for installation of erosion control, completion of site grading
and construction of stormwater facilities, and site stabilization.
The proposed development requires payment of a stormwater impact fee for Otsego Creek at
the time of final plat approval based on the gross area of the subject site and the Fee Schedule
then in effect.
Utilities. The proposed preliminary plat is within the West Sewer District established by the
2023 Comprehensive Plan. Sewer and water utilities are available at the property and the
developer has submitted plans for construction of sewer and water lines for service to the
proposed lots. The utility plan will (Exhibit F, Sheets C4.1-5) include upgrade of an existing 8-
inch water pipe located within Marlowe Avenue east of MacIver Avenue to a 12-inch pipe to
provide necessary waterflow for the proposed development. Construction of the water main
upgrade will be timed to coincide with the Wright County CR 137 improvement project when
this street would be closed to traffic already. All utility plans are subject to review and approval
of the City Engineer.
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The developer is responsible for the cost of construction for sewer and water utilities necessary
to serve the proposed development. The City will provide a credit for the cost of construction
for any facilities determined by the City Engineer to be trunk facilities. The developer will be
required to post a security as part of a Development Contract executed concurrent with final
plat approval for completion of site grading and construction of stormwater facilities.
The developer will be required to pay Utility Availability Charges at the time of final plat
approval in accordance with the City Code and City fee schedule in effect at that time, which
fund the construction of the trunk portion of the sewer collection and water distribution utility
systems. Utility Connection Charges for each lot will be required to be paid at the time a
building permit is issued to fund construction of the operational facilities of the sewer and
water systems, also in accordance with the City Code and City fee schedule in effect at that
time. Operation of the sewer and water utility systems is funded by user fees.
Easements. Section 10-8-12 of the Subdivision Ordinance requires establishment of drainage
and utility easements at the perimeter of each lot, over public utility lines, and regional
stormwater drainage facilities. The proposed preliminary plat (Exhibit F, Sheet C1.3) illustrates
proposed easements, which are subject to review and approval of the City Engineer. Any
existing drainage and utility easements within the subject site will be vacated concurrent with
the approval of the final plat as they no longer serve a public purpose.
Park Dedication. Section 11-8-15 of the Subdivision Ordinance establishes provisions for
dedication of land for public park purposes as part of the development process. The Park
System Master Plan does not identify acquisition of land for City parks within the area of the
subject site. As such, park dedication requirements are to be satisfied as a cash fee in lieu of
land as provided for by Section 11-8-15.I of the Subdivision Ordinance. The park dedication fee
is to be calculated and paid at the time of final plat approval.
Criteria. The Planning Commission is to consider the submitted applications in context of the
criteria established by Section 11-3-2.F of the Zoning Ordinance for the requested Zoning Map
amendment and Section 11-4-2.F of the Zoning Ordinance for the requested Conditional Use
Permit. The developer has provided their own response to these criteria as outlined in their
narrative (Exhibit B). The recommendation of the Planning Commission to the City Council
regarding the proposed Zoning Map amendment and preliminary plat is to be based upon, but
not limited to, the following comments prepared by City staff:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The subject site is guided for future Commercial land uses by the Future Land
Use Plan (2023 Otsego Comprehensive Plan, p. 71). The 2023 Comprehensive Plan
includes policies for development of Commercial land uses, including:
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Encourage commercial development to provide needed goods and services,
create employment opportunities, and expand the tax base within Otsego.
Promote commercial development in areas with accessibility to TH 101 corridor,
I-94, and Labeaux Avenue (CSAH 19) as the primary focus for commercial uses
within Otsego. (2023 Otsego Comprehensive Plan, page 59)
The 2023 Comprehensive Plan specifically describes the subject site as suitable for a
large regional retail business with pad sites for smaller restaurant, retail, or service
business such as may be developed upon the lots proposed by the preliminary plat (2023
Otsego Comprehensive Plan, pages 62-63). The proposed preliminary plat is consistent
with the goals, policies, and plans of the 2023 Comprehensive Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The subject site is the west edge of an area of commercial and industrial
development adjacent to I-94 with access served by an interchange at CSAH 37.
MacIver Avenue functions as the east boundary of this commercial and industrial area
transitioning to Medium-to-High Density Residential land uses to the east. The proposed
subdivision of the property for commercial land uses is consistent with recommended
land use concepts (2023 Comprehensive Plan, page 25) and compatible with the existing
and planned land uses in the area.
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 preliminary plat complies with the requirements of the Zoning
Ordinance, Subdivision Ordinance, and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The subject site will be accessed via 60th Street (CR 137) designated as a
Major Collector Road by the 2016 Wright County Long Range Transportation Plan (2016
Wright County Long Range Transportation Plan, Figure 5-2) and MacIver Avenue
designated as a Residential Collector Street by the 2023 Otsego Comprehensive Plan
(Otsego Comprehensive Plan, page 87). Wright County will undertake an improvement
project in 2025 for 60th Street (CR 137) that will provide capacity for regional traffic,
including that generated by the proposed development. MacIver Avenue has existing
capacity to accommodate traffic generated by the proposed development subject to the
developer completing those improvements to the MacIver Avenue and Marlowe Avenue
intersection as determined to be required by the City Engineer.
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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 within the West Sewer District established by the 2023
Comprehensive Plan (2023 Otsego Comprehensive Plan, p 39). The Sewer District is that
area of Otsego where City sewer and water utilities and transportation infrastructure is
to be constructed in support of the land uses guided by the Future Land Use Plan. There
is sufficient capacity within existing public services and facilities to accommodate the
proposed development.
Final Plat. Following approval of a preliminary plat, the developer has one year to apply for
approval of a final plat in accordance with Minnesota Statutes 462.356, Subd. 3c. The
developer may request an extension to file application for final plat approval, which is subject
to approval of the City Council.
Development Contract. The City Attorney will prepare a Development Contract related to a
final plat to provide for completion of all public improvements, establishment of required
securities, and payment of applicable fees in accordance with Section 10-10-4.A of the
Subdivision Ordinance. The Development Contract is to be executed by the developer and
approved by resolution of the City Council concurrent with consideration of the final plat.
Other Information. Development of Lot 1, Block 1 will require zoning applications as outlined
in previous paragraphs. These applications will require the developer to submit additional
plans as listed in Section 11-9-6 of the Zoning Ordinance for review by City staff and the
Planning Commission and approval of the City Council, including but not limited to the
following:
A plan for exterior lighting detailing the location, type, height, and illumination pattern
and intensity of all fixtures to comply with the requirements of Section 11-16-6 of the
Zoning Ordinance.
Architectural plans for principal and accessory structures detailing the type, color, and
exterior materials subject compliance with the requirements of Section 11-17-4 of the
Zoning Ordinance.
A landscape plan that complies with the requirements of Section 11-19-2 and Section
11-19-3 of the Zoning Ordinance for general plantings and screening of the proposed
commercial use.
A plan for all freestanding and wall signs to be installed upon the property in
compliance with Chapter 37 of the Zoning Ordinance.
A site plan identifying any outdoor sales areas as regulated by Section 11-77-4.A of the
Zoning Ordinance.
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Those plans necessary to demonstrate compliance with the performance standards for
minor auto repair outlined by Section 11-77-6.G of the Zoning Ordinance.
Those plans necessary to demonstrate compliance with the performance standards for
motor fuel facilities set forth by Section 11-77-6.H of the Zoning Ordinance.
Other information as requested by City staff, the Planning Commission, and/or the City
Council.
RECOMMENDATION
The requested Zoning Map amendment and preliminary plat for subdivision of the 25.41 acre
property at the northwest quadrant of 60th Street (CR 137) and MacIver Avenue is consistent
with the growth management, economic development, and land use policies of the 2023
Otsego Comprehensive Plan to provide for development of a commercial area serving regional
and local markets served by infrastructure planned to accommodate such development.
Moreover, the proposed preliminary plat complies with the performance standards and criteria
established by the Zoning Ordinance and Subdivision Ordinance.
Further review and evaluation as to development of Lot 1, Block 1 with a Costco retail store
with minor auto repair and a separate accessory motor fuel facility will occur as part of required
applications for zoning approvals necessary to allow for the proposed uses. This review will
include opportunity for public questions and comments as part of the public hearing required
with processing of Conditional Use Permit applications. More detail regarding internal site
improvements and functionality will be presented through the plans required by the Zoning
Ordinance to be submitted in support of these zoning applications.
Our office recommends approval of the requested Zoning Map amendment, preliminary plat,
Conditional Use Permit allowing for proposed minimum lot width and shared access to public
streets for lots within the preliminary plat, and vacation of existing drainage and utility
easements subject to the stipulations outlined under possible actions, below.
POSSIBLE ACTIONS
A. Motion to recommend approval of the application of Costco Wholesale Corporation for
a Zoning Map amendment; preliminary plat; Conditional Use Permit allowing proposed
minimum lot width and shared access to public streets; and vacation of existing
drainage and utility easements, subject to the following conditions:
1. The preliminary plat shall be valid for one year from the date of approval in
accordance with Minnesota Statutes 462.356, Subd. 3c unless extended by the
City Council.
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2. 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.
3. Right-of-way dedication, road and pedestrian improvements required to
accommodate traffic generated by the proposed development, and access from
the proposed development, and access to 60th Street (CR 137) shall be subject to
review of the City Engineer and approval of Wright County.
4. Right-of-way dedication, street and pedestrian improvements required to
accommodate traffic generated by the proposed development, and access from
the proposed development to MacIver Avenue shall be subject to review and
approval of the City Engineer.
5. An ingress/egress and cross parking easement approved by the Zoning
Administrator shall be recorded over Lots 1-3, Block 1 concurrent with recording
of a final plat.
6. All utility plans shall be subject to review and approval of the City Engineer.
7. Utility Availability Charges shall be paid at the time of final plat approval in
accordance with the City Code and City Fee Schedule then in effect less any
credits for trunk improvements as determined by the City Engineer.
8. Utility Connection Charges shall be paid at the time a building permit is issued
for construction within each lot of the preliminary plat in accordance with the
City Code and City Fee Schedule then in effect.
9. All stormwater management, grading, wetland impacts, and erosion control
plans and issues shall be subject to review and approval of the City Engineer.
10. Stormwater Impact Fees for Otsego Creek shall be paid at the time of final plat
approval as required by the City Code and City Fee Schedule then in effect.
11. All drainage and utility easements shall be subject to review and approval of the
City Engineer.
12. A cash fee shall be calculated and paid at the time of final plat approval in lieu of
land dedication for City park purposes in accordance with the Subdivision
Ordinance.
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13. A Development Contract shall be executed by the developer and approved by
resolution of the City Council concurrent with the final plat in accordance with
Section 10-10-4.A of the Subdivision Ordinance.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance.
C. Motion to table.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Chad Hausmann, Wright County Engineer
Sara Buermann, Assistant Wright County Engineer
Site Location Map
921 ft
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State Hwy
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City/Township Limits
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EXHIBIT A
COSTCO WHOLESALE CORPORATION
APPLICATION FOR REZONING &
PRELIMINARY PLAT APPROVALS
PROPOSED COSTCO WHOLESALE
CITY OF OTSEGO , MINNESOTA
January 8, 2024
EXHIBIT B
TABLE OF CONTENTS
NARRATIVE
1.0 Property Owner and Project Team
2.0 Introduction and Subject Property
• Zoning & Comprehensive Plan
• Conditional Use Permit
3.0 Development Plan Proposal
• Traffic / Roadway Improvements
• Utility and Stormwater Improvements
• Operations
• Employees
PROPOSED COSTCO WHOLESALE
CITY OF OTSEGO, MINNESOTA
1.0 Property Owner and Project Team
Property Owner: Mr. David Eide
Delta Echo , LLC
Trustee & Chief Manager
Minnesota
Contract Purchaser: Costco Wholesale Corporation
730 Lake Drive
Issaquah, WA 98027
Costco Real Estate
Development: Eric Orren, Vice President of Real Estate Development
Costco Wholesale Corporation
730 Lake Drive
Issaquah, WA 98027
Real Estate Consultant: Michael Stratis, Senior Vice President & Counsel
Intrepid Properties, Inc.
2311 W. 22nd Street, Suite 208
Oak Brook, IL 60523
Development Director: Stephen Cross, Authorized Costco Representative
President
Cross Engineering & Associates, Inc.
1955 Raymond Drive, Suite 119
Northbrook, IL 60062
Architect: Risa Yuki, Principal
MG2
1101 Second Avenue, Suite 100
Seattle, WA 98101
Engineer, Surveyor: Tom Meyer, P.E., Project Manager
Landform Professional Services, LLC
105 South Fifth Avenue
Minneapolis, MN 55401
Traffic Consultant: Adam Burghdoff, Principal
Kittelson & Associates, Inc.
225 East Robinson Street, Suite 355
Orlando, FL 32801
PROPOSED COSTCO WHOLESALE
CITY OF OTSEGO, MINNESOTA
2.0 Introduction and Subject Property
Costco Wholesale Corporation operates an international chain of membership retail
buildings that carry quality, brand-name merchandise to members at lower prices than
are typically found at conventional wholesale or retail sources. Costco’s business model
also provides assistance to local small to medium -size businesses by offering reduced
costs in purchasing for resale and for everyday business use.
Costco retail presents one of the largest product category selections to be found under a
single roof. Categories include groceries, candy, appliances, electronics, automotive
supplies, tires, toys, hardware, sporting goods, jewelry, watches, cameras, books,
housewares, apparel, health and beauty aids, furniture, office supplies, and office
equipment. Costco is known for carrying top quality national and regional brands, with
a 100% satisfaction guarantee, at prices consistently below traditional wholesale or retail
outlets.
Members may also shop for private label Kirkland Signature™ products, designed to be
of equal or better quality than national brands, including juice, cookies, coffee,
housewares, luggage, clothing, and detergent. Additionally, Costco operates self-service
gasoline stations, and car washes at a number of its locations.
Costco Founded in 1983
Costco Wholesale Corporation (Costco) began operations in 1983 in Seattle. In October
1993, Costco merged with The Price Company, which pioneered the membership
warehouse concept in 1976. In January 1997, after the spin-off of most of its non-
warehouse assets to Price Enterprises, Inc., the Company changed its name to Costco
Wholesale Corporation, which trades under the NASDAQ symbol “COST.”
Costco continues to be an industry leader in terms of service, quality, value, and
innovation. Costco has grown to become, in terms of sales, the second-largest Global
retailer and the largest operator of membership clubs worldwide.
Costco has a significant retail presence in the greater Minneapolis / St. Paul area. Costco
Otsego would be the 13th store to open in the great state of Minnesota. The closest Costco
location to the proposed Otsego trade area is Coon Rapids, approximately fifteen miles
to the southeast along US route 10.
Costco has entered into an agreement with Delta Echo, LLC to purchase approximately
25 acres located at the northwest corner of Maciver Avenue NE and 60th Street NE in the
City of Otsego in order to develop a members only retail store and free-standing fueling
facility (See Exhibit 2- ALTA Land Title Survey & Exhibit 3-Site Context Plan with Aerial
Photo).
To construct the Costco retail and fueling facility as proposed in the Site Development
Plans, the Property will be rezoned from Agriculture to B-3 General Business District to
allow a commercial land use to exist and operate on the property. The Costco
development and fueling facility will be developed on approximately 19.5 acres (Lot 1)
with approximately 3 acres allocated for two perimeter outlots, (Lot 2 & Lot 3) along
60th Street NE (CR 137) and approximately 3 acres planned for stormwater management
located at the southeast corner of the Property. (See Exhibit 4-Preliminary Site Plan &
Exhibit 4-Preliminary Plat)
Zoning:
The Property is currently zoned A-1, Agricultural-Rural Service District. In order to
develop the Property with a commercial land use, the Property will be rezoned to B-3,
General Business District. A Zoning Map amendment will be requested to modify the
City of Otsego’s Official Zoning Map. The B-3 zoning district permits retail sales, with
certain accessory uses that will allow Costco to fully operate their business. Costco’s
business is completely retail in nature and meets the intent and standards of the B-3
zoning district. (See Exhibit 1, Map Amendment)
Comprehensive Plan:
The commercial land use is consistent with the Future Land Use Plan which designates
this property as Commercial. The proposed rezoning will promote certain
comprehensive plan policies such as” encouraging commercial development to provide
needed goods and services , create employment opportunities, and expand the tax base
within Otsego,” and “ promote commercial development in areas with accessibility to I-
94”, a principal arterial roadway system. Costco offers a high-quality retail experience
and furthermore promotes Comprehensive Plan policies that “encourage high quality
development through architectural standards and landscaping within commercial
areas.” The Comprehensive Plan describes the Property as a “commercial location with
excellent visibility and access from 1-94 as well as serving as a gateway for residential
neighborhoods accessible from Maciver Avenue NE”.
The proposed Site Development Plans will require certain Conditional Use Permits to
operate the fueling facility and tire repair center. Additional Conditional Use Permits
will be requested for Costco’s building wall signage, height of light poles throughout the
parking lot, and certain building and architectural design features. The requested
Conditional Uses are commonly associated with commercial developments and are
allowed under the B-3 zoning district with the issuance of a permit. The site plan will
conform to the required parking and building setbacks, minimum lot size and permitted
building height.
The entitlement for the property will occur in a 2-step process. Costco is submitting
applications for a rezoning and preliminary plat approval as step -1. Step-2 will consist
of applications for a Conditional Use Permit and Final Plat approvals. This entitlement
process will require public hearings before the Plan Commission and City Council for
final action and approvals.
3.0 Development Plan Proposal
The goal of the proposed Development Plan is to develop the Property (Lot 1) with a
Costco retail building and free-standing fueling facility. The proposed Costco building
will be approximately 164,148 square feet and the overall site plan will provide for
approximately 933 parking stalls. (See Exhibit 4- Preliminary Site Plan) The parking count
will provide a ratio of 5.69 stalls per 1,000 square feet of building area, which provides
sufficient parking based on Costco’s anticipated member use.
The Costco site will be accessed from 60th Street NE from the south side of the property,
and Maciver Avenue NE from the east side of the property. Two access driveways along
60th Street have been designed to enter and exit the Costco site, subject to County
approval. A three-quarter access is planned at the intersection of 60th Street and Lymon
Avenue, and a right -in / right-out has been planned between Lot 2 and Lot 3. The east
entrance into the Property will align with Marlowe Street. Parking has been efficiently
distributed around the east and south sides of the warehouse to maximize convenient
parking spaces proximate to the customer entrance and exit located at the southeast
corner of the building. The parking and internal drives are buffered from surrounding
land uses by generous setbacks from property lines, stormwater management areas, and
planted buffer yards that include a rich mixture of evergreen, shade, and ornamental
trees. The eastern boundary of the Costco property along Maciver Avenue has been
planned for a landscape buffer that will serve as an effective screen and separation
between Costco’s commercial use and existing residential development located to the
east. Existing mature evergreen and deciduous trees along Maciver Avenue NE will be
preserved and incorporated into the landscape plan. (See Exhibit 6-Preliminary Landscape
Plan)
The Site Development plans will include a pedestrian connection to the proposed bike
trail along 60th Street NE. This walk will allow pedestrians to gain direct access to the
store entrance from a public road. Costco will coordinate this walk connection with the
County.
The fuel facility location within the Costco site has been planned southeast of the
warehouse with direct access from the perimeter east -west internal drive. The facility is
buffered from adjacent land uses by landscape setbacks to the south and a large
stormwater basin, berm, and dense landscape screen to the east. The traffic flow will
move through the facility in the easterly direction and exit directly onto a main east –
west vehicular drive aisle that provides access to the main parking lot. It is anticipated
that 60-65% of the members visiting the warehouse will also purchase gasoline during
the same site visit.
The remaining property will be developed for two additional lots along 60th Street NE.
Lot 2 will consist of a +1.66-acre parcel and Lot 3 will consist of a +1.38-acre parcel. It is
intended that the lots will be marketed and sold for future commercial uses permitted in
the B-3 zoning district. Future retail development on both lots will be carefully
considered by Costco to ensure compatibility with Costco’s operations and the City of
Otsego’s Comprehensive Plan and overall objective for the B-3 zoning district. (See
Exhibit 5- Preliminary Plat)
Traffic/Roadway Improvements:
The property will be accessible by two major collector roadway systems. Wright County
is proposing to improve 60th Street NE with two round -abouts located just east of I-94 at
the off/ on-ramp and at the Maciver Avenue NE and 60th Street NE intersection. The
proposed round abouts and roadway improvements will improve the traffic patterns
south of the Property and will accommodate future developments in the area.
The Maciver Avenue NE and Marlowe Street intersection will be improved to provide
a full access intersection with a dedicated left turn lane for movements west into the
Costco Property. (See Exhibit 6-Preliminary Engineering Plans)
Utility and Stormwater Improvements:
The proposed development will connect to the existing watermain and sanitary sewer
which are stubbed into the Property at the intersection of Maciver Avenue NE and
Marlowe Avenue. Water and sewer stubs will be provided to the outlots for future
connections. Public water main will be looped around the building.
Existing stormwater drains across the site from northwest to southeast and discharges
through an existing 24” culvert under 60th Street NE. The proposed development
includes a large stormwater pond in the southeast corner of the site to provide water
quality treatment and rate control before discharging through the existing 24” culvert.
A network of storm sewer pipe within the development will convey stormwater to the
detention pond. The detention pond will be designed to retain water and will serve as
an attractive amenity at the southeast corner of the Property. (See Exhibit 6-Preliminary
Engineering Plans)
Operations:
The site has been deigned with the building located at the northwest corner of the site,
and as such the loading dock is located at the southwest corner of the building, with
easy ingress and egress onto 60th Street NE. Apart from local vendors/suppliers and
delivery services such as UPS or Fedex, all deliveries to the warehouse are controlled by
Costco and most deliveries are completed during the morning hours, prior to the store
opening.
The anticipated warehouse and fueling facility operation hours are as follows:
Days Warehouse Fuel
Monday-Friday 10:00 am – 8:30 pm 6:00 am – 9:00 pm
Saturday 9:30 am - 6:00 pm 7:00 am – 7:00 pm
Sunday 10:00 am – 6:00 pm 7:00 am – 7:00 pm
It is anticipated that the Costco opening will coincide with the 60th Street NE roadway
improvements that are being constructed by the County.
Employees:
Costco takes pride in their employees and provides an excellent benefit package that
includes, yet not limited to: medical, dental, vision, pharmacy, life insurance disability,
long term care, employee stock purchase program, paid holidays, college student
retention program, 401(k). Part-time employees working more than 23 hours per week
are also eligible for core benefits (medical, dental and vacation benefits) after 6 months of
employment. Currently, 91% of U.S. employees are eligible for the above benefits. On a
local level, Costco recruits primarily within the community where it is located, and their
objective is to hire promotable employees who have a desire to build a career. A typical
warehouse employs upon opening approximately 150 to 200 employees with the ratio of
part-time/full-time of 50% each. Costco pays among the highest hourly wages in the
industry. Due to their philosophy that Costco’s employees are just as important as their
customers, they experience a low turnover rate with only 13% within the first year and
only 7% turnover after one year.
EXHIBIT 1-MAP AMENDMENT
The Costco development will require a rezoning of the Property from A-1, Agricultural
Rural Service Area to B-3-General Business District. Costco respectfully requests that a
map amendment be made to the official City of Otsego Zoning Map to rezone the
Subject Property. The requested rezoning complies with Chapter 3, Administration-
Amendments (Text and Map); 11-3-2; Procedure; F. The Planning Commission and City
Council shall consider possible adverse effects of the proposed amendment. Their
judgement shall be based upon( but not limited to) the following factors:
1) The proposed action’s consistency with the specific policies and
provisions of the City Comprehensive Plan.
Response: The Costco development is consistent with the City of Otsego’s 2023
Comprehensive Plan’s Future Land Use Plan as the plan designates this Property
as Commercial. The proposed rezoning will promote certain comprehensive plan
policies such as” encouraging commercial development to provide needed goods
and services , create employment opportunities, and expand the tax base within
Otsego”, and “ promote commercial development in areas with accessibility to I-94”,
a principal arterial roadway system. Costco offers a high-quality retail experience
and furthermore promotes Comprehensive Plan policies that “encourage high quality
development through architectural standards and landscaping within commercial
areas”. The Comprehensive Plan describes the Subject property as a “commercial
location with excellent visibility and access from 1-94 as well as serving as a
gateway for residential neighborhoods accessible from Maciver Avenue NE”.
Costco’s prosperous business will only encourage the orderly redevelopment of
nearby properties and serve to strengthen and reinforce existing ongoing
commercial land use patterns within areas of the City of Otsego.
2) The proposed use’s compatibility with present and future land uses of the
area.
Response: The proposed commercial use for the Property serves as a transitional land
use between I-94 and the multiple family residential located east of Maciver Avenue NE.
Costco developments are commonly located between higher and medium land use
intensities to serve as an effective orderly transition given the retail nature of Costco’s
business. The proposed land use is consistent with the goals and objectives of the
Comprehensive Plan for this area and will be compatible with future commercial and
industrial land uses in the nearby City of Albertville. The Costco Development will serve
as the catalyst for future development in the area by providing high quality, and attractive
retail as an alternative shopping experience to the residents of Otsego and neighboring
communities.
3) The proposed use’s conformity with all performance standards contained
within this title and other provisions of this Code.
Response: The Costco Development will conform with the B-3 Zoning District
regulations, land use and bulk standard and will promote the general purpose and intent
of the zoning code by providing a safe, aesthetically pleasing orderly pattern of land use
while contributing to the general welfare of the neighborhood.
4) Traffic generation of the proposed use in relation to capabilities of streets
serving the property.
Response: The proposed location for the Costco development has immediate
access to major arterial and collector roadway systems. 60th Street NE, and Maciver
Avenue NE are two major collector streets that will be able to accommodate
anticipated Costco traffic volumes safely and efficiently. The location of the
Property to I-94, a major arterial roadway, will provide direct access to and from the
Property from neighboring communities without placing an undue burden on local
roadway systems. Additionally, the County is proposing roadway improvements on
60th Street NE that will include round abouts, lane modifications and roadway
widening.
5) The proposed use can be accommodated by existing public services and
facilities and will not overburden the City’s service capacity.
Response: The proposed Costco Development will be adequately served with
transportation services, facilities and public utilities (i.e., water, sewer, electric, gas,
fire protection and storm) and will not impose an undue burden above and beyond
those of the permitted and conditional uses of the B-3 zoning district. On and off-site
traffic circulation will not have an adverse impact on nearby properties or existing
uses and will not overburden the City’s service capacity to accommodate Costco’s
proposed development.
EXHIBIT C
EXHIBIT D
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GradeH. HeightH.P. High PointHDPEP High Density Polyethylene PipeHGT. HeightHORIZ. HorizontalHVAC Heating, Ventilation, Air ConditioningHYD HydrantI.D. Inside Dimension OR IdentificationI.E. or IE Invert ElevationIN. OR (") InchesINFO. InformationINL. Inlet ElevationINSUL. InsulationINV. Invert ElevationJT. JointL.F. Linear FeetL.P. Low Point / Liquid PetroleumLB. PoundLGU Local Government UnitLB. PoundLB. LongitudinalLT. Light / LightingMAINT. MaintenanceMAS. MasonryMATL. MaterialMAX. MaximumMECH MechanicalMED. MediumMFR. ManufacturerMH ManholeMIN. Minimum / MinuteMISC. MiscellaneousMNDOT Minnesota Department Of TransportationMOD. Module / ModularMUL. MullionN. NorthN.I.C.Not In ContractNO. OR # NumberNOM NominalNTS Not to ScaleNWE Normal Water ElevationNWL Normal Water LevelO.F. On CenterO.G. Outside DimensionO.H. Overhead ElectricOH. OverheadOHWL Ordinary High Water LevelOPNG. OpeningORIG. OriginalP.C. Point of CurvatureP.I. Point of IntersectionPIV Post Indicator ValveP.L. OR P/L Property LineP.O.B. Point of BeginningP.S.F. Pounds Per Square FootP.S.I. Pounds Per Square InchP.T. Point of TangencyP.V.C. Point of Vertical CurvatureP.V.I. Point of Vertical IntersectionP.V.T. Point of Vertical TangencyPE PolyethylenePED. Pedestal / PedestrianPERF. PerforatedPREP. PreparationPROJ. ProjectPROP. ProposedPVC Poly-Vinyl-Chloride (Piping)PVMT. PavementQTR. QuarterQTY. QuantityRRadiusRAD. RadiusRE Rim Elevation (Casting)R.D. Roof DrainR.E. Remove ExistingR.O. Rough OpeningR.P. Radius PointRC Reinforced Concrete PipeR.S. Rough SlabRSD Roof Storm DrainRE. RegardingREINF. ReinforcedREQ'D RequiredREV. Revision / RevisedRGU Regulatory Government UnitROW OR R/W Right of WayS. SouthS.F. Square FeetSAN. Sanitary SewerSECT. SectionSE Split Entry /Side ExitSEWO Split Entry Walk Out /Side Exit Walk OutSHT. SheetSIM. SimilarSLNT. SealantSPEC. SpecificationSQ. SquareSSD Subsurface drainSTMH Storm Sewer ManholeSTD. StandardSTRUCT. StructuralSYM. SymmetricalTThicknessT/R Top of RimT/W Top of WallTEMP. TemporaryTHK. Thick / ThicknessT.J. Tooled JointTNH Top Nut HydrantTYP. TypicalU.N.O. Unless Noted OtherwiseV.B. Vapor BarrierV.C. Vertical CurveV.I.F. Verify In FieldVER. VerifyVER. VerticalVEST. VestibuleW WidthW.PT. Working PointW.W.F. Welded Wire FabricW/ WithW/O WithoutWO Walk OutVER. WetlandWP WaterproofWETL. WeightYD. YardYR. YearEROSION CONTROL BLANKETABBREVIATIONSSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKSINLET PROTECTIONC21C7.31122PROJECT BENCHMARK:MNDOT MONUMENT OREILLY. IN ST. MICHAEL, 0.05 MILE EAST ALONG TRUNK HIGHWAY 241 FROM THE JUNCTION OFTRUNK HIGHWAY 241 AND LINCOLN DRIVE IN ST. MICHAEL, AT TRUNK HIGHWAY 241 MILEPOINT 0.30, 41.3 FEET SOUTH OFEASTBOUND TRUNK HIGHWAY 241 (CENTRAL AVENUE EAST), 81.3 FEET EAST OF AN ENTRANCE TO A STRIP MALL, 2.3 FEETNORTH OF THE NORTH EDGE OF A SIDEWALK, 1.5 FEET NORTH OF A WITNESS POST.ELEVATION = 966.22 (NAVD 88)SITE BENCHMARKS:TOP NUT OF HYDRANT NORTHEAST OF SITE LOCATED IN OUTLOT F, ZIMMER FARMS, WRIGHT COUNTY.ELEVATION = 961.82 (NAVD 88) / 961.34 (NGVD 29)TOP NUT OF HYDRANT SOUTHEAST OF SITE LOCATED IN OUTLOT I, MARLOWE AVENUE TOWNHOMES.ELEVATION = 959.93 (NAVD 88) / 959.51 (NGVD 29)PARCEL A: OUTLOT J, ZIMMER FARMS, ACCORDING TO THE RECORDER PLAT THEREOF, WRIGHT COUNTY, MINNESOTA.PARCEL B: THE EAST 20 ACRES OF THE SOUTH 3/4 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OFSECTION 36, TOWNSHIP 121, RANGE 24, WRIGHT COUNTY, MINNESOTA, EXCEPT THAT PART THEREOF TAKEN FORINTERSTATE HIGHWAY NO. 94.3COSTCO WHOLESALE CORPORATION999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100DESCRIPTIONSHEET NO.CIVIL TITLE SHEETEXISTING CONDITIONSDEMOLITIONPRELIMINARY PLATOVERALL SITE PLANWEST SITE PLANEAST SITE PLANOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLWEST GRADING, DRAINAGE, PAVING& EROSION CONTROLEAST GRADING, DRAINAGE, PAVING& EROSION CONTROLENLARGED GRADING, DRAINAGE, PAVING& EROSION CONTROLSWPPP NOTESOVERALL UTILITIESWEST STORM & PRIVATE UTILITIESEAST STORM & PRIVATE UTILITIESWEST SANITARY & WATEREAST SANITARY & WATERCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCERTIFICATIONSCIVIL SHEET INDEX & REVISION MATRIXOWNERC0.1C1.1C1.2C1.3C2.1C2.2C2.3C3.1C3.2C3.3C3.4C3.5C4.1C4.2C4.3C4.4C4.5C7.1C7.2C7.3C7.4C7.5LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: TOM MEYERPROJECT CONTACTSCIVIL ENGINEERMG21101 SECOND AVENUE, SUITE 100SEATTLE, WA 98101TEL 203-962-6500CONTACT: RISA YUKIARCHITECTLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHNSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECT01.08.2401.09.24XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX01.19.2401.26.24UNDERGROUND FIBER OPTICFOMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY / OVERHANGBIT. EDGEFESCATCH BASINMANHOLESYMBOLSLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG12012"STS8"SANFENCINGCONCRETE CURBRETAINING WALL OESTORM MANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSSOIL BORING123.45%1.00LIGHT POLEMINOR CONTOUR123MINOR CONTOUR123GMSTSSSANITARY MANHOLETNH MBB#OTSEGO, MINNESOTAWAREHOUSE94SITEMACIVER AVE NE60TH ST NE62ND ST NEMACIVER AVE19SCHOOLLAKEMUDLAKEMCALLISTER AVE NE55TH ST NE65TH ST NENORTHNO SCALEPRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027 TEL (425) 313-8100OTSEGO, MNC001CWC030CIVILTITLE SHEETC0.1XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDatum Correction:Plan Elevation - 0.42' = NGVD29 ElevationEXHIBIT F
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>>>>>>>>>>CIM CHK100HHHHHHSGN STOPHHFES 15 RCPINV=956.32SGN JCT94INV CMP 15INV=953.01FES CMP 15INV=953.08SGN LANESFES 12 RCPINV=957.35STSTMHRE=959.57INV=955.95 (S)INV=955.95 (E)FES 12 RCPINV=955.69SGN SIGNAL AHEADSGN JCT CR37SGN 40 MPHSGN ALBERTAVILLESGN STREETSSTRIPESSTRIPESSSSSMHRE=962.09NV=949.82 (NW)INV=949.82 (S)0 MPHHYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHSSSSMHRE=958.67INV=950.57 (N)INV=950.66 (S)FES 15 RCPINV=954.01STSTMHRE=958.99INV=957.29 (W)INV=957.29 (N)INV=957.29 (SE)FES 12 RCP956.9INV HDPE 12INV=953.90INV HDPE 12INV=954.37CBMHRE=959.39INV=953.99 (SW)INV=953.99 (E)CBMHRE=959.51INV=955.96 (SE)INV=954.06 (W)SGN TURN LANESSGN 40 MPHSGN NPSGN OTSEGOCBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)SGN STOPCBRE=958.90INV=954.45 (NE)SGN STOP AHEADSGN STOPCBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)INV CMP 15INV=960.17INV CMP 15INV=960.48SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)HYD
IP 1/2IN CAP BRKN, IP ON LINEIP 1/2IN OPENIP 1/2IN 7489IP 1/2IN ILLEGIP 1/2IN OPEN TIPPED S'LYLYIP 1/2IN 23021IP 1/2IN 23021IP 1/2IN 23021IP 1/2IN 23021GGGGGGGGGGGGGGGGGGGGGGGGGGG960957958959961962962963964960957958959961960
960958959961962960961962963960
960958958959959961961
962960
959959959960960959965961962963964966957957958959955953954956955954956957956
956957957958959958955
956957 955956956957958959960956957958
959961960959961960959960965965961961962962963963964964965962962962963964961961962964960958959955954956957958959955954956957958955
960
956957958959961962
963961 962 963964960959961962960961 958963961 955954956957958955954956957958953952955956957958959958959957958959959958959960958959961INV HDPE 18INV=950.90FES 24 RCPW/ 18" HDPEINSERTED INTO PIPEINV=951.39IIWATERMAINPER AS-BUILTSE CORNER OFSECTION 36, TOWNSHIP121, RANGE 24NORTH LINE OF THE SOUTH 3/4OF THE SE QUARTER OF THE SEQUARTER OF SECTION 36WEST LINE OF THE EAST 20ACRES OF THE SOUTH 3/4 OFTHE SE QUARTER OF THE SEQUARTER OF SECTION 36EAST LINE OF THE SE QUARTEROF THE SE QUARTER OFSECTION 36, TOWNSHIP 121,RANGE 24∆∆∆∆∆50'100'100'TNHTNH5599SPK X2 171 955.43956.00CBBHRE=955.38SSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14X XXXXXXXXXXXXXXX X X X X XGGI 50.04150 170.04B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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C.S.A.H. NO. 1372ND ST NELYMAN AVE NEWATERMAINPER AS-BUILT3333PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027 TEL (425) 313-8100OTSEGO, MNNORTH0 80 160C101CWC030EXISTING CONDITIONSC1.1Background information shown is from survey by Landform, Minneapolis, MN, on November 29th, 2023, expressly for this project;City of Otsego, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for informationprovided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissionsdiscovered shall be reported to the Engineer IMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Preliminary Boring Logs prepared byKleinfelder, on December, 04, 2023.Approximate wetland boundary as delineated by Terracon in November of 2023.1.2.EXISTING CONDITIONS3.
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>>>>>>>>>>HHHHHHSGN STOPHHFES 15 RCPINV=956.32SGN JCT94INV CMP 15INV=953.01FES CMP 15INV=953.08SGN LANESFES 12 RCPINV=957.35STSTMHRE=959.57INV=955.95 (S)INV=955.95 (E)FES 12 RCPINV=955.69SGN SIGNAL AHEADSGN JCT CR37SGN 40 MPHSGN ALBERTAVILLESGN STREETSSTRIPESSTRIPESSSSSMHRE=962.09NV=949.82 (NW)INV=949.82 (S)0 MPHHYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHSSSSMHRE=958.67INV=950.57 (N)INV=950.66 (S)FES 15 RCPINV=954.01STSTMHRE=958.99INV=957.29 (W)INV=957.29 (N)INV=957.29 (SE)FES 12 RCP956.9INV HDPE 12INV=953.90INV HDPE 12INV=954.37CBMHRE=959.39INV=953.99 (SW)INV=953.99 (E)CBMHRE=959.51INV=955.96 (SE)INV=954.06 (W)SGN TURN LANESSGN 40 MPHSGN NPSGN OTSEGOCBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)SGN STOPCBRE=958.90INV=954.45 (NE)SGN STOP AHEADSGN STOPCBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)INV CMP 15INV=960.17INV CMP 15INV=960.48SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)HYD
GGGGGGGGGGGGGGGGGGGGGGGGGGG960957958959961962962963964960957958959961960
960958959961962960961962963960
960958958959959961961
962960
959959959960960959965961962963964966957957958959955953954956955954956957956
956957957958959958955
956957 955956956957958959960956957958
959961960959961960959960965965961961962962963963964964965962962962963964961961962964960958959955954956957958959955954956957958955
960
956957958959961962
963961 962 963964960959961962960961 958963961 955954956957958955954956957958953952955956957958959958959957958959959958959960958959961INV HDPE 18INV=950.90FES 24 RCPW/ 18" HDPEINSERTED INTO PIPEINV=951.39IIWATERMAINPER AS-BUILTSE CORNER OFSECTION 36, TOWNSHIP121, RANGE 24NORTH LINE OF THE SOUTH 3/4OF THE SE QUARTER OF THE SEQUARTER OF SECTION 36WEST LINE OF THE EAST 20ACRES OF THE SOUTH 3/4 OFTHE SE QUARTER OF THE SEQUARTER OF SECTION 36EAST LINE OF THE SE QUARTEROF THE SE QUARTER OFSECTION 36, TOWNSHIP 121,RANGE 2450'100'100'TNHTNH5599SPK X2 171 955.43956.00CBBHRE=955.38SSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14X XXXXXXXXXXXXXXX X X X X XGGI
150B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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C.S.A.H. NO. 1372ND ST NELYMAN AVE NEWATERMAINPER AS-BUILT7XXXXX1010107101713CONCRETE7181010101818XXXXXXX10131010FENCE10FENCE1313UNDERGROUNDGASUNDERGROUNDGASFLAREDENDSSIGN13.WOODBOLLARDSUNDERGROUNDGASSTORMSEWERSTORMSEWERSANITARYMANHOLESIGNSTORMSEWERSANITARYSEWERSIGN191920XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX13GATEVALVEIIII107710FENCE1312" X 8"REDUCERPRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027 TEL (425) 313-8100OTSEGO, MNNORTH0 80 160C102CWC030DEMOLITIONC1.2:Curb Removal:Tree Removal:Bituminous Removal:Tree Protection:Soil BoringSB-XObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheet C3.1 - C3.4 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Reserved.Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advancenotification to affected emergency response providers.Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintainthroughout construction.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Reserved.Remove trees noted, including root structures, from the site. Coordinate with owner to mark trees to be saved or transplanted prior toclearing. Protect trees indicated with tree protection fencing per Detail C7.3/11.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, aprons andsignage within the construction limits unless noted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless notedotherwise.Remove, salvage and relocate existing utility structures. Refer to Utility sheet for proposed location.Remove, salvage, and relocate existing sign. Refer to Site Plan for proposed location.Remove existing street pavement markings per City of Otsego standards and specifications. Refer to the Site Plan Sheets forproposed striping layout.Open cut and replace 8" DIP watermain with 12" DIP watermain. Refer to sheet C4.5.2.3.4.5.6.8.9.11.12.14.15.16.GENERAL NOTESLEGENDDEMOLITION AND CLEARING NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Utility Line RemovalXXXXXXXXXXXXXXXXXXX10.:Sawcut7.13.17.18.19.20.
HHHHHHHHSTSSHYD
SSHHSSSTSSSSII∆∆∆∆∆50'100'100'TNHTNH5599SPK X2 171 955.43956.00SSI50.04150 170.04B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACKLOT 2LOT 3BLOCK 1LOT 115' PARKING SETBACK10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' BUILDING SETBACK5' PARKING SETBACK10' DRAINAGE & UTILITY EASEMENT5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT20' DRAINAGE & UTILITY EASEMENT275.82N90°00'00"E116.38N89°36'35"EL=21.03R=298.5Δ=4°02'10"16.50N89°47'18"E1 95SPS56X270NNNNNN MMMSPKSPK NZIE9SPNZZIE A E NNCCKCKENENENVEAVER VE AERRVEVE
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11HHHHH∆06660THSTTTTTTTREET 00660T0THHSTTTSTTTRREEEE∆∆777777CSACCSS228.61S00°00'00"E10' DRAINAGE & UTILITY EASEMENT76.54N89°56'03"E369.56S88°11'58"E326.90N90°00'00"E238.49S00°00'00"E10' BUILDING SETBACKHHHHHHHHSTSSHYD
SSHHSSSTSSSSII∆∆∆∆∆50'100'100'TNHTNH5599SPK X2 171 955.43956.00SSI50.04150 170.04B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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C.S.A.H. NO. 1372ND ST NELYMAN AVE NE116.38N89°36'35"EN893635EEEN89°635ENN8989635635EE1638N89°5603E3E560N89N89 560N89°5N89°56'03"6'03"EEEE369.5633S88°11'58"E'58"E58585811'S8''4°0220'20'10'20'10'33'10'10'10'10'10'10'10'10'20'20'PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNNORTH0 80 160The current Zoning designation is A-1, Agricultural-Rural Service Area. The subject property is in the process of rezoning to B-3,General Business. The following is a summary of the setback requirements for the B-3 district:Building Setback Information is as follows:Front Yard (From right-of-way lines) = 30 ft.Rear = 20 ft.Side (Interior) = 10 ft.Parking Setback Information is as follows:Front Yard (From right-of-way lines) = 15 ft.Rear = 5 ft.Side (Interior) = 5 ft.Lot, Block:PARCEL A:ABSTRACT PROPERTY.OUTLOT J, ZIMMER FARMS, ACCORDING TO THE RECORDED PLAT THEREOF, WRIGHT COUNTY, MINNESOTA.PARCEL B:ABSTRACT PROPERTY:THE EAST 20 ACRES OF THE SOUTH 3/4 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 36,TOWNSHIP 121, RANGE 24, WRIGHT COUNTY, MINNESOTA, EXCEPT THAT PART THEREOF TAKEN FOR INTERSTATEHIGHWAY NO. 94.LEGAL DESCRIPTIONLOT AREA TABLEZONING AND SETBACK SUMMARYLOT SIZE:Lot 1, Blk 1Lot 2, Blk 1Lot 3, Blk 1Right-of-Way Dedication964,270 s.f.56,889 s.f.76,437 s.f.9,294 s.f.Total Existing Site Area: 1,106,890 S.F. = 25.41 AC.Wetland Area: 17,663 S.F. = 0.41 AC.Upland Area: 1,089,227 S.F. = 25.00 AC.AREA SUMMARYPROJECT BENCHMARK:MNDOT MONUMENT OREILLY. IN ST. MICHAEL, 0.05 MILE EAST ALONG TRUNK HIGHWAY 241 FROM THE JUNCTION OFTRUNK HIGHWAY 241 AND LINCOLN DRIVE IN ST. MICHAEL, AT TRUNK HIGHWAY 241 MILEPOINT 0.30, 41.3 FEET SOUTHOF EASTBOUND TRUNK HIGHWAY 241 (CENTRAL AVENUE EAST), 81.3 FEET EAST OF AN ENTRANCE TO A STRIP MALL,2.3 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 1.5 FEET NORTH OF A WITNESS POST.ELEVATION = 966.22 (NAVD 88)SITE BENCHMARKS:TOP NUT OF HYDRANT NORTHEAST OF SITE LOCATED IN OUTLOT F, ZIMMER FARMS.ELEVATION = 961.82 (NAVD 88)TOP NUT OF HYDRANT SOUTHEAST OF SITE LOCATED IN OUTLOT I, MARLOWE AVENUE TOWNHOMES.ELEVATION = 959.93 (NAVD 88)BENCHMARKLEGENDExisting EasementProposed EasementProposed SetbackProperty LineUnderlying Parcel LineInterior Lot LineArea of subject property proposed for right-of-way dedicationC103CWC030PRELIMINARY PLATC1.3
HHHHHHHHSTSSHYD
SSHHSSSTSSSS∆∆∆∆∆50'100'100'TNHTNH5599SPK X2 171 955.43956.00SSX XXXXXXXXXXXXXXX X X X X X 50.04150 170.04B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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C.S.A.H. NO. 1372ND ST NELYMAN AVE NETNH = 961.81∆XX XXX X XXX XX X XX HH∆100'∆XX XXXXXX 0'∆HHHHHHHHSTSSHYD
SSHHSSSTSSSS∆∆∆∆∆50'100'100'TNHTNH5599SPK X2 171 955.43956.00SSX XXXXXXXXXXXXXXX X X X X X 50.04150 170.04B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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C.S.A.H. NO. 1372ND ST NEXXXX001000101010101010LYMAN AVE NE
163,474 S.F.FFE - 964.50CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTION20' BUILDING SETBACK10' BUILDING SETBACK30' BUILDING SETBACK30' BUILDI
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CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTION FOREBAY100-YR HWL = 954.91NWL = 952.00BTM = 946.00DETENTION POND100-YR HWL = 954.91NWL = 952.00BTM = 942.00WQ VOL. = 61,908 CFWQ ELEVATION = 952.66LOT 2LOT 3BLOCK 1LOT 115' PARKING SETBACK10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' BUILDING SETBACK5' PARKING SETBACK10' DRAINAGE & UTILITY EASEMENT5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT20' DRAINAGE & UTILITY EASEMENT275.82N90°00'00"E116.38N89°36'35"EL=21.03R=298.5Δ=4°02'10"16.50N89°47'18"E 9595SPKSPSS5656X22700NNNNNNNNNNN MMMMSPKSPKSPKSPK ZZIEISPSPNZNIEIE E NENNNCCCKCKCCEEEENENENNVEEAVAVRRVEVEAAERERRVEVEVEVE
11111111111HHHHHHN89363EEEE006666666666660T0THHTTTTTTRREE00660T0THHTTTRREE∆77N89635EN89635E1687777777CCSSACCSS228.61S00°00'00"E10' DRAINAGE & UTILITY EASEMENT76.54N89°56'03"E369.56S88°11'58"E326.90N90°00'00"E238.49S00°00'00"E10' BUILDING SETBACKNAANANA∆∆∆∆2N2NNDNDN2ND2NDND22N22NVVVVRNNRNN55RR55RRRRRR6666IIII0000VVVVTTRR55TT55TTTNTNTNTNEEEENNNNETETTTTTEEEEEEEEEEEEEEEEEEEEEETRRTTTTTTTTTTTTTTTRRRRRRTRRRRRRSSSSSSSSSSSSSSTHHHHHHHTHHHHT60600T0T0T0T6666SS88S8S88S888S8SS∆∆∆∆∆∆∆∆∆∆LOOOOLOLLOLLOOLOLLO2C2.2WESTSITE PLANC2.3EASTSITE PLANGAGEMECCN∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNNORTH0 80 160C201CWC030OVERALLSITE PLANC2.1Total Parking Stalls Required163,474 s.f. / 200 s.f. = 818 StallsRequired Parking:163,474 s.f. TotalOne Stall per 200 s.f. of Building Public Sales & Service + One Stall per 500 s.f. of Storage1915950 ea.ea.ea.Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(10x18)818 ea.916 ea.Standard Stalls (10x20)The Property is Zoned B-3 General Business DistrictBuilding Setback Information is as follows:Front Yard (Centerline) = 65 ft.Front Yard (ROW) = 30 ft.Rear = 20 ft.Rear (Residential) = 35 ft.Side = 10 ft.Side (Residential) = 35 ft.Parking Setback Information is as follows:ROW = 15 ft.Rear (interior) = 5 ft.Side (interior) = 5 ft.Lot Coverage Information is as follows:Lot Area Minimum = 43,560 s.f. = 1 ac.Lot Width Minimum = 200 ft.Total Site Area = 1,106,890 s.f. = 25.4 ac.ImperviousPerviousTotal 1,106,890746,918350,678s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:1,106,890511,106,839s.f.s.f.s.f.25.4117.158.0525.410.0025.41Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.Future CSAH 37 improvements designed by others.Delineate lane with a 4-inch wide white painted stripe.1' wide white painted stop bar.Pavement arrow. Refer to Detail 6 on Sheet C7.3.4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel.Refer to Detail sheets for stall paint striping.Retaining wall designed by others. Refer to grading plan for additional information.Reinstall salvaged road signs. Follow all City of Otsego standards and specifications.Delineate lane with a 4-inch wide yellow painted stripe.Paint new white 6' X 2' walk bars spaced 2' apart per MnDOT specifications.Street Light design and install to be provided by Wrigh-Hennepin Electric.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%67.5%31.7%100.0%0.01%99.9%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)Retail Sales and Service with Storage/WarehousingR/W Dedication 9,294 s.f. 0.21 0.8%ac.Datum Correction:Plan Elevation - 0.42' = NGVD29 ElevationConcrete
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150 170.04400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NEXX X X XXX XX X XXX X XXX XXX HH∆100'X X XXXXXXXXXXXXXXXX 'SSHYD
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150 170.04400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NEXXXX
XXXXXXXXXX 0'0'00163,474 S.F.FFE - 964.50CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTION20' BUILDING SETBACK10' BUILDING SETBACK5' PARKING SETBACK5' PARKING SETBACK30' BUILDING SETBACKCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTION
LOT 2LOT 3BLOCK 1LOT 115' PARKING SETBACK10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' BUILDING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK10' BUILDING SETBACK10' BUILDING SETBACK10' DRAINAGE & UTILITY EASEMENTDRAINA20' DRAINAGE & UTILITY EASEMENT275.82N90°00'00"E777007777777CCCCSSACCCCSS228.61S00°00'00"E10' DRAINAGE & UTILITY EASEMENT76.54N89°56'03"E369.56S88°11'58"E326.90N90°00'00"E238.49S00°00'00"E10' BUILDING SETBACKR20'R10'R3.5'R3.5'R35'R35'R20'R3.5'R20'40'35'37'18'40'R5'R3.5'R20'R35'R5'R3.5'R5'40'30'24'40'24'40'24'40'24'40'24'20'15252ac2ac1ac4ac2ac6.5'40'24'40'24'40'24'40'24'20'8'30'6'6.5'31.5'26.5'40'24'40'24'40'24'40'24'40'24'40'24'40'30'641.1'3ac3ac31283028281310C7.25CARTSTORAGE(TYP.)C7.12WHEELSTOP (TYP.)C7.34MEMBER ONLY/ENTER HERE SIGNC7.34MEMBER ONLY/ENTER HERE SIGNC7.32ADA ACCESSIBLEPARKING SIGN (TYP.)10'(TYP.)4(TYP.)5.5'10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)55'61.5'35'8'8'8'8'8'R32.2'R3'20'R40'10'(TYP.)8'8'8'8'8'8'10'8'8'8'8'8'30'19.3'R3'R5'PROPOSED STOPSIGN & POSTPROPOSED STOPSIGN & POSTPROPOSED STOPSIGN & POSTPROPOSED STOPSIGN & POST20'24'1(TY10'(TYP.)1(TY10'(TYP.)10'(TYP.)C7.25CARTSTORAGE(TYP.)C7.12WHEELSTOP (TYP.)C7.12WHEELSTOP (TYP.)C7.32ADA ACCESSIBLEPARKING SIGN (TYP.)57.7'477.5'361.6'320.6'78(TYP.)81691010101010(TYP.)11(TYP.)(TYP.)11(TYP.)11121217R40'AGAGEMECCN00'1MATCH LINEC2.314141515141816142845PROPOSED STOPSIGN & POST1616161644782ac7661574714'10'16'8'8'171630'R35'R25'R40'R40'14'6'16'36'14'10'12'14'12'14'35'40'10'(TYP.)R3.5'R3.5'R5'R15'R3.5'R25'R3.5'R3.5'R3.5'R3.5'4R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R30'R3.5'R5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'911PROPOSED STOPSIGN & POST10NORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC201CWC030WEST SITE PLANC2.2Total Parking Stalls Required163,474 s.f. / 200 s.f. = 818 StallsRequired Parking:163,474 s.f. TotalOne Stall per 200 s.f. of Building Public Sales & Service + One Stall per 500 s.f. of Storage1915950 ea.ea.ea.Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(10x18)818 ea.916 ea.Standard Stalls (10x20)The Property is Zoned B-3 General Business DistrictBuilding Setback Information is as follows:Front Yard (Centerline) = 65 ft.Front Yard (ROW) = 30 ft.Rear = 20 ft.Rear (Residential) = 35 ft.Side = 10 ft.Side (Residential) = 35 ft.Parking Setback Information is as follows:ROW = 15 ft.Rear (interior) = 5 ft.Side (interior) = 5 ft.Lot Coverage Information is as follows:Lot Area Minimum = 43,560 s.f. = 1 ac.Lot Width Minimum = 200 ft.Total Site Area = 1,106,890 s.f. = 25.4 ac.ImperviousPerviousTotal 1,106,890746,918350,678s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:1,106,890511,106,839s.f.s.f.s.f.25.4117.158.0525.410.0025.41Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.Future CSAH 37 improvements designed by others.Delineate lane with a 4-inch wide white painted stripe.1' wide white painted stop bar.Pavement arrow. Refer to Detail 6 on Sheet C7.3.4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel.Refer to Detail sheets for stall paint striping.Retaining wall designed by others. Refer to grading plan for additional information.Reinstall salvaged road signs. Follow all City of Otsego standards and specifications.Delineate lane with a 4-inch wide yellow painted stripe.Paint new white 6' X 2' walk bars spaced 2' apart per MnDOT specifications.Street Light design and install to be provided by Wrigh-Hennepin Electric.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%67.5%31.7%100.0%0.01%99.9%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)Retail Sales and Service with Storage/WarehousingR/W Dedication 9,294 s.f. 0.21 0.8%ac.Datum Correction:Plan Elevation - 0.42' = NGVD29 ElevationConcrete
HHHHHHHHSSSS∆∆∆∆TNHSSXXXXX50.04B.M.TNH = 961.8160TH STREET NEMACIVER AVE
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CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONFOREBAY100-YR HWL = 954.91NWL = 952.00BTM = 946.00DETENTION POND100-YR HWL = 954.91NWL = 952.00BTM = 942.00WQ VOL. = 61,908 CFWQ ELEVATION = 952.66BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT20' DRAINAGE & UTILITY EASEMENT116.38N89°36'35"EL=21.03R=298.5Δ=4°02'10"16.50N89°47'18"ENNNNNNNNNNNNNNNNNNNN EENENNNENE NVEEAVAVAARRERERVEVREEVEVVEV
HHHHHH5566666660600T0THHSSSTSTRRTTTTTTTTTTTREREEEEEETE55666060TTHHSSSTSTTTTTTRRTTTREREEEEE369.56S88°11'58"ER20'R10'R3.5'R3.5'R20'R8'R10'R10'R10'R40'R165'R237'R267'R10'R10'5'R30'R3.5'R3.5'24'40'R5'R10'40'24'40'24'40'24'40'30'6'30'40'24'40'24'20'30'31.5'10'(TYP.)10'(TYP.)26.5'40'24'40'24'40'24'40'24'40'24'40'24'40'30'R135'C7.33STOP/DO NOTENTER SIGNC7.33STOP/DO NOTENTER SIGNC7.34MEMBER ONLY/ENTER HERE SIGNC7.34MEMBER ONLY/ENTER HERE SIGNC7.35PAINTEDDETAIL10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)30'10'146'319.7'PROPOSED STOPSIGN & POSTSTOPPOST20'24'10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)10'(TYP.)20'C7.25CARTSTORAGE(TYP.)C7.25CARTSTORAGE(TYP.)(TYP.)8.(TYP.)89991691010(TYP.)11(TYP.)11AGAGEMECCN00'1C2.2MATCH LINE161614282628221012.R40'R40'14'12'12'12'164440182914'12'14'91835'40'10'(TYP.)R3.5'R10'R5'R3.5'R3.5'R8'R3.5'R5'R3.5'R3.5'R5'R5'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R10'R5'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'
R3.5'R3.5'R3.5'R5'R10'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'R3.5'PROPOSED STOPSIGN & POSTNORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC201CWC030EASTSITE PLANC2.3Total Parking Stalls Required163,474 s.f. / 200 s.f. = 818 StallsRequired Parking:163,474 s.f. TotalOne Stall per 200 s.f. of Building Public Sales & Service + One Stall per 500 s.f. of Storage1915950 ea.ea.ea.Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(10x18)818 ea.916 ea.Standard Stalls (10x20)The Property is Zoned B-3 General Business DistrictBuilding Setback Information is as follows:Front Yard (Centerline) = 65 ft.Front Yard (ROW) = 30 ft.Rear = 20 ft.Rear (Residential) = 35 ft.Side = 10 ft.Side (Residential) = 35 ft.Parking Setback Information is as follows:ROW = 15 ft.Rear (interior) = 5 ft.Side (interior) = 5 ft.Lot Coverage Information is as follows:Lot Area Minimum = 43,560 s.f. = 1 ac.Lot Width Minimum = 200 ft.Total Site Area = 1,106,890 s.f. = 25.4 ac.ImperviousPerviousTotal 1,106,890746,918350,678s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:1,106,890511,106,839s.f.s.f.s.f.25.4117.158.0525.410.0025.41Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.Future CSAH 37 improvements designed by others.Delineate lane with a 4-inch wide white painted stripe.1' wide white painted stop bar.Pavement arrow. Refer to Detail 6 on Sheet C7.3.4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel.Refer to Detail sheets for stall paint striping.Retaining wall designed by others. Refer to grading plan for additional information.Reinstall salvaged road signs. Follow all City of Otsego standards and specifications.Delineate lane with a 4-inch wide yellow painted stripe.Paint new white 6' X 2' walk bars spaced 2' apart per MnDOT specifications.Street Light design and install to be provided by Wrigh-Hennepin Electric.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%67.5%31.7%100.0%0.01%99.9%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)Retail Sales and Service with Storage/WarehousingR/W Dedication 9,294 s.f. 0.21 0.8%ac.Datum Correction:Plan Elevation - 0.42' = NGVD29 ElevationConcrete
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>>>>HHHHHHHHSTSSHYD
SSHHSSSTSSSS960957958959961962962963964960957958959961960
960958959961962960961962963960
960958958959959961961
962960
959959959960960959965961962963964966957957958959955953954956955954956957956
956957957958959958955
956957 955956956957958959960956957958
959961960959961960959960965965961961962962963963964964965962962962963964961961962960959961962963964960958959955954956957958959955954956957958955
960
956957958959961962
963961 962963964960959961962960961 958963961 95595495695795895595495695795895395295595695795895995895995795895995995895996095895996150'100'100'TNHTNH
5599SPK X2 171 955.43956.00SSX XXXXXXXXXXXXXXX X X X X X
150B.M.TNH = 961.81B.M.TNH = 959.93PID: 101500364400AWR ENTERPRISES, INC11821 63RD ST NEALBERTVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 55301PID: 101112001020GRANITE-TOPS LLC11840 62ND ST NEALBERTVILLE MN 55301PID: 101500361403CIELO PROPERTY L.L.C.11850 62ND ST NEALBERTVILLE MN 5530160TH STREET NEMACIVER AVE N
E
63RD STREET NEMARLOWE AVE NEMACKENZIE AVE NE
C.S.A.H. NO. 13762ND ST NELYMAN AVE NE
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>>>>HHHHHHHHSTSSHYD
SSHHSSSTSSSS960957958959961962962963964960957958959961960
960958959961962960961962963960
960958958959959961961
962960
959959959960960959965961962963964966957957958959955953954956955954956957956
956957957958959958955
956957 955956956957958959960956957958
959961960959961960959960965965961961962962963963964964965962962962963964961961962960959961962963964960958959955954956957958959955954956957958955
960
956957958959961962
963961 962963964960959961962960961 958963961 95595495695795895595495695795895395295595695795895995895995795895995995895996095895996150'100'100'TNHTNH
5599SPK X2 171 955.43956.00SSX XXXXXXXXXXXXXXX X X X X X
150B.M.TNH = 961.81B.M.TNH = 959.93PID: 101500364400AWR ENTERPRISES, INC11821 63RD ST NEALBERTVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 55301PID: 101112001020GRANITE-TOPS LLC11840 62ND ST NEALBERTVILLE MN 55301PID: 101500361403CIELO PROPERTY L.L.C.11850 62ND ST NEALBERTVILLE MN 5530160TH STREET NEMACIVER AVE N
E
63RD STREET NEMARLOWE AVE NEMACKENZIE AVE NE
C.S.A.H. NO. 13762ND ST NEXX262629696962XX999699961610099999999555888
9999998
99999999911PIDPIDDDDD10001010101010100957957999999555555LYMAN AVE NE
STS>>STS>>163,474 S.F.FFE - 964.50CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONSTS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>FOREBAY100-YR HWL = 954.91NWL = 952.00BTM = 946.00DETENTION POND100-YR HWL = 954.91NWL = 952.00BTM = 942.00WQ VOL. = 61,908 CFWQ ELEVATION = 952.66STS >>LOT 2LOT 3BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT20' DRAINAGE & UTILITY EASEMENTSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>960961962963955951952953954956957958950949948947946950955960946947948949951952953954956957958
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962962963964960958959961962963963STS>>STS>>959958STS>>STS>>961962963964STS>>STS>>>>>>
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00
0959595959959696960611962962963963636262626NNNNNNNNNNNNNNN
96969609959599957779669669661616196196161606 95895895895858MMM9595955656M99557SPKSPSPKSPK ZZIEISPSPNZNIEIE A E NENNNCCCKCKCC
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999995795799HHHHHHHH>>>>>55556666660T0THHTSTTTTTRREE88999999960960960660T0THHTSTTRREE5858960960977>>>>>>955777777CCSSA9962625544CCSS99655646409696955SSSSSSSSS895>>AABGGGBAEEEAABRRRRRRRRRRBAAEEEABRRRRRRB96096010' DRAINAGE & UTILITY EASEMENTGRADEBREAKGRADEBREAK961961961969696969696995555ADADEAEA99R9999R99GR9999GGRGRBRBRNANASSSSSSSTSSSB TBBTBBB609655599959595955EEEEEEEEE59592ND2ND2ND2ND6226262NTVTVTVTPRR2NNP2N2N55RR55PRPREREREE0 6060 0NINININI001010TVTVTVTNTN3RRN3R3R1515TT1515NTNTTNTNTNTNEEEENNNNETETTTTTEEEEEEEEEEEEEEEEEEEEEETRRTTTTTTTTTTTTTTTTRRRRRRTRRRRRRSSSSSSSSSSSSSSHHTHHHHHHHTHHHHT60600T0T0T0T66664444>>>LOOOLOLOLLOLLLLLOOOLOLOLLOLOLLO96933296296262962962962C3.2WEST GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3EAST GRADING, DRAINAGE,PAVING & EROSION CONTROL))))))1A1A))))PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNNORTH0 80 160C301CWC030OVERALL GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.1Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Kleinfelder, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.5 for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoffare permanently stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Seeded areas withouterosion control blanket shall be disc mulched.ItemSpecification NumberEstimated QuantitiesSod MNDOT 3878Seed MNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31Mulch MNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control Blanket MNDOT 3885(MNDOT Type 3N )Fertilizer MNDOT 3881General Placement MNDOT 2575Reserved.Scrape adjacent streets clean daily and sweep clean weekly.2.3.4.5.6.7.8.9.10.11.Dry Cast Concrete Segmental Retaining Wall designed by others. Color to be determined by Owner or Architect.Submit design to City for approval prior to Building Permit issuance.Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, undergroundutilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall.32.33.34.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report prepared by Kleinfelder)a. Bituminous Paving (Light Duty)b. Bituminous Paving (Heavy Duty)c. Concrete Walkwaysd. Concrete Drives, Aprons, and Exterior SlabsConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.Transition from 6" concrete curb & gutter to B618 curb & gutter.23.24.25.26.27.28.29.30.31.GRADING NOTESPAVING NOTESGENERAL NOTESWET CAST/DRY CAST RETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Vehicle Tracking PadESTIMATED QUANTITY47 ea.3 ea.6,460 ft.SYMBOL DESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Final grades in Right-of-Way to be coordinated with final design by Wright county for County Road 37.1.1A.:Compost or Bio Log79 ft.)))))))))))))))))))):Erosion Control Blanket 25,218 s.f.XXX.XX TWXXX.XX BW: Top of wall: Bottom of wallDatum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP SSHYD
SSHH96095795895996196296296396496096960
960958959961962960961962963962965961962963964966959957956
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SSHH96095795895996196296296396496096960
960958959961962960961962963962965961962963964966959957956
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956957 955956956957958959960956957958
959961960959961960959609599649609589599589596096150'100'100'X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
150
400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NE69609609699XXXX
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>>>>>>>>>>>>>>>>>>>>956957958959STS>>SWALESWALESWALESWALE961
962963964961962963GRADEBREAKGRADEBREAKGRADBREAGBGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAK2.0%1.7%1.7%1.7%1.2%1.8%1.8%1.4%1.6%1.6%1.6%1.5%1.4%1.4%1.8%21.8%1.4%2.1%1.3%1.8%1.5%1.0%1.5%1.8%1.7%33.1%26.9%55.6056.9055.4255.1154.5054.0053.5061.6462.7362.4662.4662.1261.8761.8262.0061.9160.8860.8459.7762.43(61.53)(61.53)62.23(59.21)(59.64)61.1962.1962.4961.8462.5060.9659.6060.9660.8361.0360.2963.9761.3761.8362.3860.2760.9663.0963.9661.5961.1559.6863.0662.93961962963964964STS>>STS>>STS959599966653)(6153)(6153)(61>>77>1)77777CCCCSSACCCCSS2(59(59))111))62261.6666221.054 5054 5BBBBBBBBBB>>>SSSTTAADTSTSTGGGAAAAAAAAAASSGGGGGGGGGEEEAAAAASSBBGGGG222229609610' DRAINAGE & UTILITY EASEMENT61.59GRADEBREAK62.32GRADEBREAK1.4%4.6%61.43AGAG960960960969696999EMECCN>>MATCH LINEC3.3EAKAKADE22BBBB22BBBBTSS >>>ST BBBBSBBSST BBBB>STST SS>>SSSB SBS
6SBSBSBSB44SSSS 96SBSBSBSBSS S >>>%%SSSSSSSSSSSS%%%%%%>>10%10%606006060XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGGRRDEEAKAKSBSSP1212P99964DEDEAAKDEEDAKDEKDEDEAAKDEEDAKKDEKK9639636396969DEDDEDDEC3.4ENLARGED GRADING, DRAINAGE,PAVING & EROSION CONTROLC7.42ROCK CONSTRUCTIONENTRANCEC7.42ROCK CONSTRUCTIONENTRANCE)))))))))C7.43SILTFENCEC7.41BIO LOG(TYP.)C7.43SILTFENCECONCRETE CURB& GUTTERC7.13CONCRETE CURB& GUTTERC7.13CONCRETE CURB& GUTTERC7.13CONCRETE CURB& GUTTERC7.41BIO LOG(TYP.)26b26b26b26b26b26b26c26c26c26a26a26a26a26a26a26a2525332828282828283333))))))C7.43SILTFENCEC7.39B618 CURB& GUTTER3326a26a3131313133333NORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC301CWC030WEST GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.2Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Kleinfelder, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.5 for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoffare permanently stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Seeded areas withouterosion control blanket shall be disc mulched.ItemSpecification NumberEstimated QuantitiesSod MNDOT 3878Seed MNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31Mulch MNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control Blanket MNDOT 3885(MNDOT Type 3N )Fertilizer MNDOT 3881General Placement MNDOT 2575Reserved.Scrape adjacent streets clean daily and sweep clean weekly.2.3.4.5.6.7.8.9.10.11.Dry Cast Concrete Segmental Retaining Wall designed by others. Color to be determined by Owner or Architect.Submit design to City for approval prior to Building Permit issuance.Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, undergroundutilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall.32.33.34.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report prepared by Kleinfelder)a. Bituminous Paving (Light Duty)b. Bituminous Paving (Heavy Duty)c. Concrete Walkwaysd. Concrete Drives, Aprons, and Exterior SlabsConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.Transition from 6" concrete curb & gutter to B618 curb & gutter.23.24.25.26.27.28.29.30.31.GRADING NOTESPAVING NOTESGENERAL NOTESWET CAST/DRY CAST RETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Vehicle Tracking PadESTIMATED QUANTITY47 ea.3 ea.6,460 ft.SYMBOL DESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Final grades in Right-of-Way to be coordinated with final design by Wright county for County Road 37.1.1A.:Compost or Bio Log79 ft.)))))))))))))))))))):Erosion Control Blanket 25,218 s.f.XXX.XX TWXXX.XX BW: Top of wall: Bottom of wallDatum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>
>>>>>>>>>>>>>>>HHHHHHHHSSSS960957958959961960960
960958958959959961961
962960
959959957957958959955953954956955954956957956 955954956957958959955954956957958955
960
956957958959961962
963961 962963964960959961962960
961958963961
TNHSSXXXXXB.M.TNH = 961.8160TH STREET NEMACIVER AVE
N
E
MARLOWE AVE NESB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>
>>>>>>>>>>>>>>>HHHHHHHHSSSS960957958959961960960
960958958959959961961
962960
959959957957958959955953954956955954956957956 955954956957958959955954956957958955
960
956957958959961962
963961 962963964960959961962960
961958963961
TNHSSXXXXXB.M.TNH = 961.8160TH STREET NEMACIVER AVE
N
E
MARLOWE AVE NE9696966999999CAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION
CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONSTS>>>>STS>>STS >>STS >>STS>>STS>>STS>>FOREBAY100-YR HWL = 954.91NWL = 952.00BTM = 946.00DETENTION POND100-YR HWL = 954.91NWL = 952.00BTM = 942.00WQ VOL. = 61,908 CFWQ ELEVATION = 952.66BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT20' DRAINAGE & UTILITY EASEMENTSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>960961962963955951952953954956957958950949948947946950955960946947948949951952953954956957958959961945950955955942943944946947948949951952953954954956956945950955960942943944946947948949951952953954956957958959961955960956957958959961962959958STS>>STS>>STS>>STS>>STS>>>>>>>>>STS>>SWALESTS>>STS>>958959959958960961
962963960960961GRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAK2.0%1.7%1.7%1.9%1.9%1.7%1.2%1.4%1.3%1.8%1.5%1.7%1.6%33.2%33.3%33.3%33.2%33.3%10.3%1.5%33.3%
33.3%33.0%33.4%1.7%1.5%1.9%53.5053.1055.79 EOF59.6659.8459.5859.1459.1658.6259.1858.9557.8558.712.121.870.8858.9057.6959.7759.4560.472.2359.65(59.21)(59.64)61.1957.4358.8059.60(57.55)(57.62BC)(60.66)(60.85BC)59.5460.2960.2357.7559.3859.5258.8359.3858.9259.2459.6960.2760.9660.3160.3460.1059.5959.6859.20STS>>STS>>STS>>STS>>>>>NNNNNNNNNNNNNNNNNNNN
7>>>>>>OF6161617799999 606099EENENNNENE NVEEEAVAVAARRERERVEVREEVEVVEV
77HHHHHHHHH>>0531530066666660600T0THHSSSTSTRRTTTTTTTTTTTREREEEEEETE666060TTHHSSSTSTTTTTTRRTTTREREEEEE>>>>>9551)2(59(59))111))1.1.AGAG960960960969696999EMECCN>>C3.2MATCH LINEC7.43SILTFENCEC7.42ROCK CONSTRUCTIONENTRANCE)))C7.43SILTFENCEC7.43SILTFENCEC7.39B618 CURB& GUTTERC7.39B618 CURB& GUTTERC7.13CONCRETE CURB& GUTTERC7.13CONCRETE CURB& GUTTERC7.41BIO LOG(TYP.)26b26b26c26a26a26a26b26b26b26a26a26a26a26d25252533333333333333333326a26a3030313133C7.13CONCRETE CURB& GUTTERNORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC301CWC030EAST GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.3Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Kleinfelder, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.5 for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoffare permanently stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Seeded areas withouterosion control blanket shall be disc mulched.ItemSpecification NumberEstimated QuantitiesSod MNDOT 3878Seed MNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31Mulch MNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control Blanket MNDOT 3885(MNDOT Type 3N )Fertilizer MNDOT 3881General Placement MNDOT 2575Reserved.Scrape adjacent streets clean daily and sweep clean weekly.2.3.4.5.6.7.8.9.10.11.Dry Cast Concrete Segmental Retaining Wall designed by others. Color to be determined by Owner or Architect.Submit design to City for approval prior to Building Permit issuance.Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, undergroundutilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall.32.33.34.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report prepared by Kleinfelder)a. Bituminous Paving (Light Duty)b. Bituminous Paving (Heavy Duty)c. Concrete Walkwaysd. Concrete Drives, Aprons, and Exterior SlabsConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.Transition from 6" concrete curb & gutter to B618 curb & gutter.23.24.25.26.27.28.29.30.31.GRADING NOTESPAVING NOTESGENERAL NOTESWET CAST/DRY CAST RETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Vehicle Tracking PadESTIMATED QUANTITY47 ea.3 ea.6,460 ft.SYMBOL DESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Final grades in Right-of-Way to be coordinated with final design by Wright county for County Road 37.1.1A.:Compost or Bio Log79 ft.)))))))))))))))))))):Erosion Control Blanket 25,218 s.f.XXX.XX TWXXX.XX BW: Top of wall: Bottom of wallDatum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SB B 6SB B 7SSB B 13SB B 21960957958959961962962963964
960958959961962960959961960X X X X X XX X X X X X X X X X X X X X X X X XSBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SB B 6SB B 7SSB B 13SB B 21960957958959961962962963964
960958959961962960959961960X X X X X XX X X X X X X X X X X X X X X X X X
X
XXSTS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>
STS >>STS >>STS>>STS>>STS>>STS>>163,474 S.F.FFE - 964.50STS>>STS >>STS >>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>
STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>9629629639641.2%1.9%1.5%1.6%1.2%1.7%1.0%1.0%1.0%0.2%1.8%1.8%2.0%1.9%2.0%1.0%964>>>>>>>>>>1.6%1.5%SWALE61.2163.96 TW63.27 BW63.49 BW63.49 TW61.79 TW61.79 BW61.54 TW64.42 BW64.42 TW64.14 TW59.83 BW64.42 TW64.4863.3363.3464.4864.4864.4864.4864.3964.1064.3964.4864.3064.3064.3064.1064.1064.1364.4864.5064.5064.5064.4064.1464.0463.9161.5461.4064.5063.8563.8664.4864.2564.4964.4963.8664.5063.8664.5063.8664.1264.3964.3364.4262.5863.6863.6863.6863.6863.6863.6864.5064.4061.33BC60.2463.4963.1863.2663.4663.8363.8364.0863.8863.7663.5160.83BC64.4863.88 TW64.16 TW64.50 TW64.05 TW63.91 TW62.98 TW63.89 TW62.43 TW62.70 TW63.88 BW61.31 BW61.32 BW60.17 BW59.90 BW60.06 BW60.31 BW58.74 BW62.70 BW61.81 TW59.97 BW61.1560.8360.3360.3361.83BC60.83 BW964963GRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAK96496426b26d26d26c26c33326d26c26c2929323226a26b26b333333326b3PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC301CWC030ENLARGED GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.4NORTH03060Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Kleinfelder, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.5 for additional requirements.Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoffare permanently stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Seeded areas withouterosion control blanket shall be disc mulched.ItemSpecification NumberEstimated QuantitiesSod MNDOT 3878Seed MNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31Mulch MNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control Blanket MNDOT 3885(MNDOT Type 3N )Fertilizer MNDOT 3881General Placement MNDOT 2575Reserved.Scrape adjacent streets clean daily and sweep clean weekly.2.3.4.5.6.7.8.9.10.11.Dry Cast Concrete Segmental Retaining Wall designed by others. Color to be determined by Owner or Architect.Submit design to City for approval prior to Building Permit issuance.Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, undergroundutilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall.32.33.34.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report prepared by Kleinfelder)a. Bituminous Paving (Light Duty)b. Bituminous Paving (Heavy Duty)c. Concrete Walkwaysd. Concrete Drives, Aprons, and Exterior SlabsConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.Transition from 6" concrete curb & gutter to B618 curb & gutter.23.24.25.26.27.28.29.30.31.GRADING NOTESPAVING NOTESGENERAL NOTESWET CAST/DRY CAST RETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Vehicle Tracking PadESTIMATED QUANTITY47 ea.3 ea.6,460 ft.SYMBOL DESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Final grades in Right-of-Way to be coordinated with final design by Wright county for County Road 37.1.1A.:Compost or Bio Log79 ft.)))))))))))))))))))):Erosion Control Blanket 25,218 s.f.XXX.XX TWXXX.XX BW: Top of wall: Bottom of wallDatum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand general requirements of the construction contract.The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may washdownstream or contaminate stormwater.Building products that have the potential to leach pollutants must be under cover.Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fuelingand maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof concrete and other washout wastes.External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, etc.) shall be protected with construction or silt fence before work begins.Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator must not disturb more land than can be effectively inspected and maintained.Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.These practices shall remain in place until final stabilization has been established in accordance with the Permit.The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge into any surface water.Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days afterconnecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 14 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Perimeter sediment control measures must be in place prior to the placement of any stockpiles.Any erosion control netting shall be "wildlife friendly" and of a natural type that can decompose and shall have non-welded moveablejoints.Any sediment control device made of soil must be stabilized within 24 hours.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.Provide Energy Dissipation at all Pipe Outlets within 24 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.Refer to Permit requirements for temporary or permanent sediment basins.Discharge shall be photographed at the beginning of discharge and at least every 24 hours afterward, while discharge is occurring.If nuisance conditions result from dewatering, dewatering shall be stopped until nuisance condition can be remedied.Establish Stabilized Construction ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheets to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.1.2.3.4.5.6.7.8.9.10.11.12.13.14.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.Records of inspections shall include all maintenance activities and must be recorded within 24 hours of the inspection and retainedwith the SWPPP.Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas. Additionally, areasadjacent to the project shall be inspected.Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.Inspection Records content shall include:A. Date and time of inspections;B. Name of persons conduction inspections;C. Findings of inspections, including specific locations where corrective actions are needed;D. Corrective actions taken including dates, times, and the party taking the corrective action;E. Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);F. Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled orsuspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;G. Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in thePermitH. All photographs of dewatering activities and documentation of nuisance conditions resulting from dewatering.BMP Maintenance:A. Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe is indicated.B. Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.C. Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose ofsediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.D. Remove sediment from paved roadways within one calendar day of discovery.E. Remove sediment from around BMPs protecting storm drain inlets.F. Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar daysof discovery, or as stated by the Permit.G. Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas and dedicated concrete and asphalt batch plants are cleaned and maintained.H. Replace damaged BMPs that no longer operate effectively.Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.Any basin that has the water quality volume reduced by half shall be drained and have the sediment removed within 72 hours ofdiscovery.Any temporaty or permanent sediment basin that has the water quality volume reduced by half shall be drained and have thesediment removed within 72 hours of discovery.1.2.3.4.5.6.7.8.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice of Termination (NOT). This does not include any records after submittal of the NOT.The following is a list of records that shall be kept at the project site available for inspectors to review:xCopy of the SWPPP, with any modifications;xInspection and maintenance records;xPermanent operation and maintenance agreements;xCalculations for the design of temporary and permanent stormwater management systems;xAny other permits required for the project;xRecords of all inspection and maintenance conducted during construction; andxAll permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP within seven (7) days to include additional requirements, such asadditional or modified BMPs, designs to correct problems identified during inspections, or address situations as detailedin the Permit.1.FINAL STABILIZATIONThe Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:A. Ensuring all areas have permanent cover.B. Vegetative areas must have perennial cover with a density of 70% of expected final growth.1.POST CONSTRUCTION / PERMANENT BMPSSee Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting a NOT include:A. Site must have achieved final stabilization (refer to section above).B. The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.C. All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed ofproperly.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand amendments to the approved SWPPP. Duties include but are not limited to:xEnsuring full compliance with the SWPPP and the PermitxImplementing all elements of the SWPPP, including but not limited to:xxImplementing prompt and effective erosion and sediment control measuresxxImplementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other thanStorm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,etc.xConducting routine inspections and maintenancexEnsuring elimination of all unauthorized dischargesxCoordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:Costco Wholesale999 Lake DriveIssaquah, WA 98027(425) 313-8100Operator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:To Be Determined. Contact Owner until Contractor Is Selected.SWPPP Designer:Tom Meyer, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-252-9070tmeyer@landform.netCertification: U of MN, Design of Construction SWPPP, Exp. May 31, 2025SWPPP Inspector / Manager:To Be Determined. Contact Owner until Contractor And SWPPP InspectorBMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.Certification: , Exp.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Protect infiltration areas with construction fencing. Install fencing prior to site grading or within 24-hours of excavating an infiltrationbasin.Construct permanent sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs around normalwater levels within 48-hours of completion of basin grading.Stabilize outlets from permanent sedimentation basins within 24-hours of outlet construction.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work. Openwork areas should be limited to those that can be managed and inspected within required time frames.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct building / addition and site features.Construct site walks and patios.Provide final stabilization.Connect infiltration practices to storm sewer inlets.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,building construction, paving, and landscaping.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in thisdocument as the Permit.The SWPPP includes the following components:xConstruction Documents prepared by LandformxStormwater Management Plan prepared by LandformxMaintenance Plan for permanent stormwater BMPsxGeotechnical Report prepared by kleinfelderAll components must be kept onsite, or electronically available onsite, by the Operator during regular work hours. TheOperator shall contact Civil Engineer if they do not have all of the above documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does have more than ten (10 ) disturbed acres draining to a common location and the site does not drain to an impairedor special water, therefore a temporary sediment basin is not required. Refer to sheets C3.1-C3.4 for further information.Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. Thecontractor shall comply with the following requirements:A. Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B. Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 45.239857, Longitude: -93.644897Disturbed area = 26.1 ac.Pre-construction impervious area within disturbed area = 0.16 ac.Post-construction impervious area within disturbed area = 17.47 ac.Net change in impervious area within disturbed area = 17.31 ac.Type of stormwater management:xWet sedimentationErosion prevention and sediment control quantities are on sheets C3.1 - C3.4.SURFACE WATER BUFFERS50 foot buffers from Surface Waters have not been maintained, therefore double silt fence has been included within 50' of the SurfaceWaters.1.A. Mud Lake is not impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; and stormwaterdoes not discharge to it.B. School Lake is not impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; andstormwater does not discharge to it.PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027 TEL (425) 313-8100OTSEGO, MNC305CWC030DWGMN SWPPP NOTESC3.5
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>>>>>>>>>>HHHHHHHHFES 15 RCPINV=956.32FES 12 RCPINV=957.35STSTMHRE=959.57INV=955.95 (S)INV=955.95 (E)FES 12 RCPINV=955.69SSSSMHRE=962.09NV=949.82 (NW)INV=949.82 (S)HYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHSSSSMHRE=958.67INV=950.57 (N)INV=950.66 (S)FES 15 RCPINV=954.01STSTMHRE=958.99INV=957.29 (W)INV=957.29 (N)INV=957.29 (SE)FES 12 RCP956.9CBMHRE=959.39INV=953.99 (SW)INV=953.99 (E)CBMHRE=959.51INV=955.96 (SE)INV=954.06 (W)CBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)CBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)GGGGGGGGGGGGGGGGGGGGGGGGGGGFES 24 RCPW/ 18" HDPEINSERTED INTO PIPEINV=951.39WATERMAINPER AS-BUILT50'100'100'TNHTNH5599SPK X2 171 955.43956.00CBBHRE=955.38SSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14X XXXXXXXXXXXXXXX X X X X XGG
150B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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63RD STREET NEMARLOWE AVE NEMACKENZIE AVE NE
C.S.A.H. NO. 1372ND ST NELYMAN AVE NEWATERMAINPER AS-BUILTSBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>>>>>>>>>>HHHHHHHHFES 15 RCPINV=956.32FES 12 RCPINV=957.35STSTMHRE=959.57INV=955.95 (S)INV=955.95 (E)FES 12 RCPINV=955.69SSSSMHRE=962.09NV=949.82 (NW)INV=949.82 (S)HYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHSSSSMHRE=958.67INV=950.57 (N)INV=950.66 (S)FES 15 RCPINV=954.01STSTMHRE=958.99INV=957.29 (W)INV=957.29 (N)INV=957.29 (SE)FES 12 RCP956.9CBMHRE=959.39INV=953.99 (SW)INV=953.99 (E)CBMHRE=959.51INV=955.96 (SE)INV=954.06 (W)CBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)CBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)GGGGGGGGGGGGGGGGGGGGGGGGGGGFES 24 RCPW/ 18" HDPEINSERTED INTO PIPEINV=951.39WATERMAINPER AS-BUILT50'100'100'TNHTNH5599SPK X2 171 955.43956.00CBBHRE=955.38SSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14X XXXXXXXXXXXXXXX X X X X XGG
150B.M.TNH = 961.81B.M.TNH = 959.93500364400TERPRISES, INCRD ST NEVILLE MN 55301PID: 101500364303CITY OF ALBERTVILLE11728 63RD ST NEALBERTVILLE MN 5530101112001020ITE-TOPS LLC62ND ST NERTVILLE MN 55301500361403ROPERTY L.L.C.ND ST NEVILLE MN 5530160TH STREET NEMACIVER AVE
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63RD STREET NEMARLOWE AVE NEMACKENZIE AVE NE
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RRCPCPMMMMMSPKSPKSPKSPK NZZIEIE9SPSPNZNZZIEIE A E NENNNCCCKCKCKCUILTUILTAS BAS BERERPPAS BSER ARPPEENN>>>EENENENNVEEAVAVER RVEVE AAERERRRVEVEVEVE
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GGGGGGGGGGGGGGHHHHHHHHHHHGGGG6666666666660T0THHTTTTTTRREE66660T0T0T0TTTTTTRRRREEEE777777777CCSSAACCCCSSSSGGGGGGGGGGGSSSSSSSSSSSSTSSTTTGGG10' DRAINAGE & UTILITY EASEMENT9999NANASSSSSSSS>B TBBB2ND2NDN2ND2NDND22N22NVVVVRNNRNN55RR55RRRRRR6666IIII0000VVVVTTRR55TT55TTGGGGGGGG4444>>>>>LOOOOLOLOLLOLOLLO2GGLTLUUUILUILUUTTTTTTEENENENENET TTT TT TEEEEEEEEEEEEEEEEEEEEEEEEEEETRRTTTTRRTRRRRRRRRRRRRRRSTSSSSSSSSTSSTSSTSSTSSTSHHTHHHHHHHHHHHHHHHHHH0T00T00T00T0TT6666C4.2 &C4.4WEST STORM,SANITARY & WATERC4.3 &C4.5EAST STORM,SANITARY & WATERGGGGGAGEMECCCNNS>>MATCH LINEC4.2MATCH LINEC4.3C4.4MATCH LINEMATCH LINEC4.5PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNNORTH0 80 160C401CWC030OVERALL UTILITIESC4.1Pipe MaterialsWatermain DIP Class 52 (ANSI A21.51/AWWA C151)Water Service Copper Type K (ASTM B88)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Public Sanitary Sewer SDR 35 (ASTM: D3034, F477, & F891)Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Storm Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)HDPE - Corrugated, Smooth Interior, Water Tight (ASTM D3350, ASTM D4976, ASTMF2306, AASHTO M252)Drain Tile HDPE - Corrugated & Perforated (ASTM F405 & F667),Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Otsego Standards.Connect to City utilities in accordance with City of Otsego Standards.Contact Otsego Public Works for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact Otsego Public Works Department for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 7 feet deep.Refer to Plumbing plans for grease interceptor detail. The tank and top slab must be designed to handle traffic and soil loads. Thetank must be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 8 on Sheet C7.3.Reserved.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Wright-Hennepin Electric. The transformer paddesign is provided by the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric andconduits shall be installed by the Electrical Contractor.See site lighting plan for additional information.CenterPoint Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from themeter shall be installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Reserved.Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Core drill existing structure for proposed pipe connection. All connections shall be water-tight.Reinstall salvaged hydrant.Replace 8" DIP watermain with 12" DIP watermain.All storm sewer catch basins shall include 10 LF of drain tile under the pavement. Refer to plan for layout. Refer to Detail C7.5/5.Install pavement drain tile as indicated on the plan per Detail C7.5/5.Drain tile inlets to catch basins shall be installed above the top of the highest sewer pipe in the structure.Foundation drain tile, refer to Architectural and Structural plans. Connect foundation drain tile to storm structure with solid wall PVC.Coordinate with plumbing and structural plans.Replace existing catch basin casting with solid cover R-1642-B.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.Datum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP >>>>>SSHYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
50'100'100'X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
150
400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NESBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP >>>>>SSHYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
50'100'100'X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
150
400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NESAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >STS>>STS>>STS>>STS>>STS >>
STS >>STS>>STS>>163,474 S.F.FFE - 964.50CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONSTS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS >>
STS >>
STS >>STS>>SAN >SAN >SAN >SAN >SAN >LOT 2LOT 3BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINASAN >SAN >SAN >SAN >20' DRAINAGE & UTILITY EASEMENTSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>STSELECELECCOMMGASGASCOMMELECGASSTS>>STS>>STS>>COMMSTS>>STS>>STS>>STS>>STS>>STS>STS>>193' - 42" HDPE @ 0.1%118' - 24" HDPE @ 0.5%36' - 24" HDPE@ 0.5%193' - 24" HDPE @ 0.5%35' - 24" HDPE@ 0.5%147' - 24" HDPE @ 0.5%7' - 18" HDPE@ 0.6%40' - 8" PVC@ 2.3%65' - 12" PVC @ 2.1%37' - 24" PVC@ 0.5%55' - 10" PVC@ 1.0%76' - 12" PVC @ 0.5%58' - 12" PVC @ 2.1%34' - 12" PVC@ 0.5%15' - 10" PVC@ 2.1%86' - 24" PVC@ 0.5%29' - 10" PVC@ 2.1%52' - 24" PVC@ 0.5%29' - 10" PVC@ 2.1%168' - 24" HDPE @ 0.5%36' - 24" HDPE@ 0.5%40' - 18" HDPE@ 0.5%162' - 18" HDPE @ 0.5%212' - 12" HDPE @ 0.5%80' - 12" PVC@ 0.5%55' - 10" PVC@ 1.5%55' - 10" PVC@ 1.3%55' - 10" PVC@ 1.8%55' - 10" PVC@ 1.8%64' - 24" PVC @ 0.5%29' - 10" PVC@ 2.1%29' - 10" PVC@ 2.1%29' - 10" PVC@ 2.1%24' - 10" PVC@ 0.5%80' - 12" HDPE @ 0.5%80' - 12" HDPE @ 0.5%80' - 12" HDPE @ 0.5%80' - 12" HDPE @ 0.5%17' - 36" HDPE@ 0.5%15' - 18" HDPE@ 0.5%15' - 18" HDPE@ 0.6%82' - 24" HDPE @ 0.5%141' - 18" HDPE @ 0.5%2' - 10" PVC@ 0.5%151' - 24" PVC @ 0.5%36' - 18" PVC@ 0.5%39' - 18" PVC@ 0.5%50' - 18" PVC@ 0.5%68' - 24" PVC@ 0.5%66' - 24" PVC@ 0.5%71' - 24" PVC@ 0.5%156' - 15116' - 24" RCP@ 0.5%101' - 24" RCP@ 0.5%64' - 30" HDPE @ 0.5%155' - 36" HDPE @ 0.5%145' - 36" HDPE @ 062' - 12" HDPE@ 0.5%7' - 15" HDPE@ 0.5%STS>>STS>>STSMH-103RIM: 963.80INL (W): 953.83INL (NE): 954.06INV: 952.6348" DIAR-1642-BPER DETAIL C7.4/9CB-140RIM: 961.14INV: 958.5348" DIAR-3250-1PER DETAIL C7.4/10TRENCH DRAIN-106BRIM: 964.40START INV: 966.15 (E)END INV: 965.85 (W)OUTLET: 959.62PER DETAIL C7.5/6RD-105AINV: 955.29RD-107BINV: 958.28TRENCH DRAIN CONNECTION-107CRIM: 959.83INV: 957.23MH-107RIM: 962.43INL (W): 955.88INL (N): 956.68INV: 955.8848" DIAR-1642-BPER DETAIL C7.4/9MH-160RIM: 963.78INL (N): 954.65INV: 954.6548" DIAR-1642-BPER DETAIL C7.4/9RD-161AINV: 955.45RD-162AINV: 955.79CB-133RIM: 959.59INL (W): 954.45INV: 954.4560" DIAR-3250-1PER DETAIL C7.4/10CB-137ARIM: 961.47INV: 958.4148" DIAR-3250-1PER DETAIL C7.4/10CB-137BRIM: 961.41INL (E): 958.23INL (W): 958.63INV: 958.2348" DIAR-3250-1PER DETAIL C7.4/10CB-134BRIM: 960.67INL (W): 955.86INV: 955.8648" DIAR-3250-1PER DETAIL C7.4/10CB-134ARIM: 960.71INL (W): 955.66INV: 955.6648" DIAR-3250-1PER DETAIL C7.4/10MH-165RIM: 964.03INL (W): 957.12INV: 956.1948" DIAR-1642-BPER DETAIL C7.4/9CB-405RIM: 963.49INL (W): 958.18INV: 958.1848" DIAR-3250-1PER DETAIL C7.4/10CB-410RIM: 963.49INV: 960.1848" DIAR-3250-1PER DETAIL C7.4/10CBMH-110RIM: 962.41INL (N): 957.31INL (E): 957.31INV: 957.3148" DIAR-3250-1PER DETAIL C7.4/10RD-165AINV: 957.73RD-164AINV: 956.48RD-163AINV: 956.22RD-104BINV: 954.14RD-113AINV: 958.50WYE-161INV: 954.83INV: 954.83INV: 954.83WYE-162INV: 955.17INV: 955.17INV: 955.17WYE-163INV: 955.60INV: 955.60INV: 955.60WYE-164INV: 955.86INV: 955.86INV: 955.86RD-112AINV: 958.50RD-110AINV: 958.00RD-111AINV: 958.50RD-109AINV: 958.00CB-406RIM: 963.49INL (W): 958.58INV: 958.5848" DIAR-3250-1PER DETAIL C7.4/10CB-407RIM: 963.49INL (W): 958.98INV: 958.9848" DIAR-3250-1PER DETAIL C7.4/10CB-408RIM: 963.49INL (W): 959.38INV: 959.3848" DIAR-3250-1PER DETAIL C7.4/10CB-409RIM: 963.49INL (W): 959.78INV: 959.7848" DIAR-3250-1PER DETAIL C7.4/10STUB-134CINV: 955.94(PLUG END)STUB-137CINV: 958.72(PLUG END)CBMH-138RIM: 960.83INL (W): 957.79INL (S): 957.39INV: 957.3948" DIAR-3250-1PER DETAIL C7.4/10CB-139RIM: 961.03INL (N): 958.49INV: 958.4948" DIAR-3250-1PER DETAIL C7.4/10BEND-104AINV (W): 954.13INV: 954.13WYE-104INV (W): 954.01INV (N): 954.01INV: 954.01WYE-105INV (W): 954.97INV (N): 954.97INV: 954.97MH-106RIM: 964.03INL (W): 955.15INL (N): 957.15INV: 955.1548" DIAR-1642-BPER DETAIL C7.4/9MH-106ARIM: 964.25INL (E): 958.71INV: 958.5148" DIAR-1642-BPER DETAIL C7.4/9CB-108RIM: 961.23INL (N): 956.24INV: 956.2448" DIAR-3250-1PER DETAIL C7.4/10WYE-109INV (N): 956.99INV (E): 956.99INV: 956.99WYE-111INV (N): 957.49INV (E): 957.49INV: 957.49WYE-112INV (N): 957.69INV (E): 957.69INV: 957.69CB-113RIM: 963.34INL (E): 957.94INV: 957.9448" DIAR-3250-1PER DETAIL C7.4/10WYE-107AINV (N): 957.06INV (E): 957.06INV: 957.06CB-404RIM: 961.01INL (W): 957.12INV: 956.9248" DIAR-3250-1PER DETAIL C7.4/10FES-601INV: 955.11PER DETAIL C7.4/12FES W/RIP-RAP-600INV: 954.50PER DETAILS C7.4/11 & 12FES W/RIP-RAP-700INV: 953.50PER DETAILS C7.4/11 & 12FES-701INV: 954.00PER DETAIL C7.4/12CBMH-137RIM: 961.42INL (W): 956.98INV: 956.5848" DIAR-3250-1PER DETAIL C7.4/10CBMH 134INV: 954.85INV: 954.85INV: 954.85CBMH-136RIM: 960.96INL (W): 956.35INV: 956.3548" DIAR-3250-1PER DETAIL C7.4/10CB-132RIM: 959.42INL (W): 954.37INL (S): 955.77INV: 954.3760" DIAR-3250-1PER DETAIL CCB-132BRIM: 960.12INV: 956.3148" DIAR-3250-1PER DETAIL C7.4/10CBMH-135RIM: 960.96INL (W): 956.03INV: 955.6348" DIAR-3250-1PER DETAIL C7.4/10CRPER DETAPECB-132ARIM: 959.50INL (S): 956.0INV: 955.8148" DIAR-3250-1PER DETAIL MH 102ARIM: 961.54INL (W): 952.43INV: 952.4348" DIAR-3250-1PER DETAIL C7.4/10204' - 42" HDP@ 0.1%(DETENTION PIP24/1LCETARDPP>>>>GGGG777777777CCCCSSACCCCCCCCSSSSAGGGGBBBBBBSGGSTGGGGGGGGGGGSSSSTTSTSTSSSSSS10' DRAINAGE & UTILITY EASEMENTAGAGEMECCAAAA2AAAA61.51111111961111)9): 9:): 4N))):N24AA-1TAETA-ET>>/14/1PPFEFINPEPEMATCH LINEC4.328.28.28.28.28.28.28.28.28.28.28.28.28.28.(TYP.)34.36.(TYP.)34.36.(TYP.)34.36.(TYP.)34.36.(TYP.)34.36.(T(TYP.)35.(TYP.)35.(TYP.)35.(TYP.)35.(TYP.)36.37.36.37.36.37.36.37.36.37.36.(TYP.)37.(TYP.)37.(TYP.)37.(TYP.)37.(TYP.)37.23.22.23.22.23.22.25.22.25.22.25.22.26.22.26.22.26.22.NORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC401CWC030WEST STORM& PRIVATE UTILITIESC4.2Pipe MaterialsWatermain DIP Class 52 (ANSI A21.51/AWWA C151)Water Service Copper Type K (ASTM B88)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Public Sanitary Sewer SDR 35 (ASTM: D3034, F477, & F891)Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Storm Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)HDPE - Corrugated, Smooth Interior, Water Tight (ASTM D3350, ASTM D4976, ASTMF2306, AASHTO M252)Drain Tile HDPE - Corrugated & Perforated (ASTM F405 & F667),Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Otsego Standards.Connect to City utilities in accordance with City of Otsego Standards.Contact Otsego Public Works for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact Otsego Public Works Department for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 7 feet deep.Refer to Plumbing plans for grease interceptor detail. The tank and top slab must be designed to handle traffic and soil loads. Thetank must be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 8 on Sheet C7.3.Reserved.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Wright-Hennepin Electric. The transformer paddesign is provided by the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric andconduits shall be installed by the Electrical Contractor.See site lighting plan for additional information.CenterPoint Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from themeter shall be installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Reserved.Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Core drill existing structure for proposed pipe connection. All connections shall be water-tight.Reinstall salvaged hydrant.Replace 8" DIP watermain with 12" DIP watermain.All storm sewer catch basins shall include 10 LF of drain tile under the pavement. Refer to plan for layout. Refer to Detail C7.5/5.Install pavement drain tile as indicated on the plan per Detail C7.5/5.Drain tile inlets to catch basins shall be installed above the top of the highest sewer pipe in the structure.Foundation drain tile, refer to Architectural and Structural plans. Connect foundation drain tile to storm structure with solid wall PVC.Coordinate with plumbing and structural plans.Replace existing catch basin casting with solid cover R-1642-B.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.Datum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>
>>>>>>>>>>>>>>>>>>>>HHHHHHHHCBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)CBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)GGGGGGGGGGGGGGGGGGGGGWATERMAINPER AS-BUILTTNHSSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14XXXXXGGGGGB.M.TNH = 961.8160TH STREET NEMACIVER AVE
N
E
MARLOWE AVE NESB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>
>>>>>>>>>>>>>>>>>>>>HHHHHHHHCBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)CBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)GGGGGGGGGGGGGGGGGGGGGWATERMAINPER AS-BUILTTNHSSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14XXXXXGGGGGB.M.TNH = 961.8160TH STREET NEMACIVER AVE
N
E
MARLOWE AVE NESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>CAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION
CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONSTS>>>>STS>>STS >>STS >>STS>>STS>>STS>>FOREBAY100-YR HWL = 954.91NWL = 952.00BTM = 946.00DETENTION POND100-YR HWL = 954.91NWL = 952.00BTM = 942.00WQ VOL. = 61,908 CFWQ ELEVATION = 952.66BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTSAN>SAN>SAN>SAN>20' DRAINAGE & UTILITY EASEMENTSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ELECCOMMSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>21' - 24" RCP@ 0.5%- 24" PVC0.5%144' - 18" HDPE @ 0.5%166' - 15" HDPE @ 0.5
%25' - 18" RCP@ 0.4%40' - 18" HDPE@ 0.5%8' - 12" RCP@ 2.7%109' - 24" HDPE @ 0.5%35' - 14" HDPE@ 1.0%12' - 12" PVC @ 1.0%15' - 12" PVC @ 1.0%137' - 6" PVC @ 1.0%137' - 6" PVC @ 1.0%137' - 6" PVC @ 1.0%137' - 6" PVC @ 1.0%27' - 14" PVC @ 1.0%34' - 14" PVC @ 1.0%34' - 14" PVC @ 1.0%34' - 14" PVC @ 1.0%17' - 14" PVC @ 1.0%206' - 42" HDPE@ 0.1%(DETENTION PIPE)84' - 42" HDPE@ 0.2%99' - 36" HDPE @ 0.5%17' - 36" HDPE@ 0.5%299' - 36" HDPE @ 0.3%(DETENTION PIPE)156' - 15" HDPE @ 0.5%101' - 24" RCP@ 0.5%48' - 18" RCP@ 0.6%22' - 18" RCP@ 1.4%145' - 36" HDPE @ 0.5%7' - 15" HDPE@ 0.5%128' - 24" HDPE @ 0.5%62' - 12" HDPE@ 0.5%7' - 15" HDPE@ 0.5%7' - 15" HDPE@ 0.5%128' - 24" HDPE @ 0.5%7' - 15" HDPE@ 0.6%7' - 12" HDPE@ 0.6%7' - 15" HDPE@ 0.5%STS>>STS>>STS>>STS>>FES W/RIP RAP-200INV: 952.00PER DETAILS C7.4/11 & 12FES W/RIP RAP-100INV: 952.00PER DETAILS C7.4/11 & 12FES W/RIP RAP-300INV: 952.75PER DETAILS C7.4/11 & 127854.6565AIL C7.4/9CB-403RIM: 958.78INL (W): 956.14INV: 955.9448" DIAR-3250-1PER DETAIL C7.4/10CBMH-301RIM: 957.26INL (NW): 952.86INV: 952.8660" DIAW/ 4' SUMPR-3067PER DETAIL C7.4/10MH-102RIM: 959.61INL (W): 952.23INV: 952.2360" DIAR-1642-BPER DETAIL C7.4/9CBMH-201RIM: 959.27INL (S): 952.15INV: 954.1348" DIAW/ 4' SUMPR-3067PER DETAIL C7.4/10CB-133RIM: 959.59INL (W): 954.45INV: 954.4560" DIAR-3250-1ER DETAIL C7.4/10CB-134ARIM: 960.71INL (W): 955.66INV: 955.6648" DIAR-3250-1PER DETAIL C7.4/1027.4/9CBMH-801RIM: 958.74INV: 954.6748" DIAR-3250-1PER DETAIL C7.4/10EX. MH CONNECTION-800INV (SW): 954.45CBMH-302RIM: 957.68INL (W): 954.00INL (NW): 954.00INV: 953.4048" DIAR-3250-1PER DETAIL C7.4/10WYE-202INV: 952.66INV: 952.50INV: 952.50OIL/WATER SEPARATOR OUTLET-202AINV: 952.78OIL/WATER SEPARATOR OUTLET-202BINV: 952.78CB CONNECTION-202CINV: 952.93CLEANOUT-207RIM: 955.24INV: 953.96PER DETAIL C7.3/12WYE-206INV: 954.02INV: 953.69INV: 953.69WYE-205INV: 953.68INV: 953.35INV: 953.35WYE-204INV: 953.34INV: 953.01INV: 953.01WYE-203INV: 953.00INV: 952.67INV: 952.67PVC END CAP-206AINV: 955.39PVC END CAP-205AINV: 955.05PVC END CAP-204AINV: 954.71PVC END CAP-203AINV: 954.37CB-130RIM: 958.72INL (W): 953.15INV: 952.7560" DIAR-3250-1PER DETAIL C7.4/10CBMH-131RIM: 959.16INL (N): 955.24INL (W): 953.64INV: 953.6460" DIAR-1792-FGPER DETAIL C7.4/10CBMH-400RIM: 959.14INL (W): 954.15INL (N): 953.55INV: 952.7548" DIAR-1792-FGPER DETAIL C7.4/10CBMH-401RIM: 958.71INL (W): 954.79INL (N): 954.19INV: 954.1948" DIAR-1792-FGPER DETAIL C7.4/10CB-404RIM: 961.01INL (W): 957.12INV: 956.9248" DIAR-3250-1PER DETAIL C7.4/10FES W/RIP-RAP-700INV: 953.50PER DETAILS C7.4/11 & 12CONNECT TO EX. PIPE-500INV (N): 951.39OCS-501RIM: 956.02INL (N): 951.70INV: 951.7048" DIASPLIT GRATEPER DETAIL C7.5/7FES-502INV: 952.00PER DETAIL C7.4/12CBMH 134INV: 954.85INV: 954.85INV: 954.85CB-132RIM: 959.42INL (W): 954.37INL (S): 955.77INV: 954.3760" DIAR-3250-1PER DETAIL C7.4/10CBMH-402RIM: 958.80INL (W): 955.43INL (N): 955.23INV: 954.8348" DIAR-3250-1PER DETAIL C7.4/10CBMH-303RIM: 957.84INV: 954.8348" DIAR-1792-FGPER DETAIL C7.4/10CB-132BRIM: 960.12INV: 956.3148" DIAR-3250-1PER DETAIL C7.4/10CBMH-400ARIM: 959.24INV: 954.1948" DIAR-1792-FGPER DETAIL C7.4/10CBMH 401ARIM: 958.83INV: 954.8348" DIAR-1792-FGPER DETAIL C7.4/10CBMH 402ARIM: 958.92INV: 955.4748" DIAR-3250-1PER DETAIL C7.4/10CB 302ARIM: 957.75INV: 954.0448" DIAR-3250-1PER DETAIL C7.4/10CB-131ARIM: 959.20INV: 955.2848" DIAR-1792-FGPER DETAIL C7.4/10FES 400INV: 952.00PER DETAILS C7.4/11 & 12CB-132ARIM: 959.50INL (S): 956.00INV: 955.8148" DIAR-3250-1PER DETAIL C7.4/10MH-101RIM: 959.16INL (W): 952.02INV: 952.0248" DIAR-1642-BPER DETAIL C7.4/9MH 130ARIM: 959.35INL (W): 952.58INL (SW): 954.04INV: 952.0448" DIAR-1642-BPER DETAIL C7.4/9MH 102ARIM: 961.54INL (W): 952.43INV: 952.4348" DIAR-3250-1PER DETAIL C7.4/10204' - 42" HDPE@ 0.1%(DETENTION PIPE)>>>NNNNNNNNNNNNNNNN
>>>>>>GGGGGEENENENNE NE NVEEAVAVAARRERERVEVARREREERERVEVVEV
HHHHHHHHHEEEEEEEEEEEE
GGGGGGGGGGGHHHHHHHHGGGGGG6666666666666666666660600T0TTHHSSSTSTRRTTTTTTTTTTTREREEEEEETET 666060TTHHSSSTSTTTTTTTTTTTTTRRTTTREREEEEEGGGGAGAGEMECCAAAAAAA2AAA1.51116111111191161119): 9): :): 4N))):N24AA-1TAETA-ET>>/14/1PPFEFINPEPEC4.2MATCH LINE30.31.38.(TYP.)34.36.(TYP.)34.36.(TYP.)34.36.(TYP.)34.36.(TYP.)34.36.(TYP.)35.(TYP.)35.(TYP.)35.(TYP.)35.(TYP.)35.(TYP.)36.23.22.23.22.26.22.26.22.NORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC401CWC030EAST STORM& PRIVATE UTILITIESC4.3Pipe MaterialsWatermain DIP Class 52 (ANSI A21.51/AWWA C151)Water Service Copper Type K (ASTM B88)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Public Sanitary Sewer SDR 35 (ASTM: D3034, F477, & F891)Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Storm Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)HDPE - Corrugated, Smooth Interior, Water Tight (ASTM D3350, ASTM D4976, ASTMF2306, AASHTO M252)Drain Tile HDPE - Corrugated & Perforated (ASTM F405 & F667),Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Otsego Standards.Connect to City utilities in accordance with City of Otsego Standards.Contact Otsego Public Works for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact Otsego Public Works Department for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 7 feet deep.Refer to Plumbing plans for grease interceptor detail. The tank and top slab must be designed to handle traffic and soil loads. Thetank must be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 8 on Sheet C7.3.Reserved.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Wright-Hennepin Electric. The transformer paddesign is provided by the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric andconduits shall be installed by the Electrical Contractor.See site lighting plan for additional information.CenterPoint Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from themeter shall be installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Reserved.Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Core drill existing structure for proposed pipe connection. All connections shall be water-tight.Reinstall salvaged hydrant.Replace 8" DIP watermain with 12" DIP watermain.All storm sewer catch basins shall include 10 LF of drain tile under the pavement. Refer to plan for layout. Refer to Detail C7.5/5.Install pavement drain tile as indicated on the plan per Detail C7.5/5.Drain tile inlets to catch basins shall be installed above the top of the highest sewer pipe in the structure.Foundation drain tile, refer to Architectural and Structural plans. Connect foundation drain tile to storm structure with solid wall PVC.Coordinate with plumbing and structural plans.Replace existing catch basin casting with solid cover R-1642-B.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.Datum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP >>>>>SSHYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
50'100'100'X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
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400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NESBSB B 18SB B 17SB TP 4SB TP 5SB B 1SB B 2SB P 1SB 06SB 04SB 05SB P 2SB B 3SB B 10SB B 16SB B 12SB B 19SB P 12SB TP 6SB D 2SB D 1SB O 1SB TP 9SB TP 1SB B 9SB B 15SB TP 3SB B 20SB B 14SB B 12SB B 8SB B 5SB B 4SBSB O 2SB O 3SB P 4SB B 6SB B 7SB TP 2SB B 13SB B 21SB P 10SB TP 8SB P 9SB P 6SB TP >>>>>SSHYD
SSSSMHRE=962.15INV=949.10 (NW)INV=949.10 (SE)HHGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
50'100'100'X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
150
400SES,D STLLE001020TE-TOPS62ND STRTVILLE301403YD STLLE63RD STREET NEC.S.A.H. NO. 13762ND ST NESAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >STS>>STS>>STS>>STS>>STS >>
STS >>STS>>STS>>163,474 S.F.FFE - 964.50CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONSTS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS >>
STS >>
STS >>STS>>SAN >SAN >SAN >SAN >SAN >LOT 2LOT 3BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINA12" WATERSAN >SAN >SAN >SAN >20' DRAINAGE & UTILITY EASEMENTSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>STS>>8" WATER399' - 8" PVC @ 0.4%280' - 8" PVC @ 0.4%160' - 8" PVC @ 0.4%188' - 6" PVC @ 1.9%26' - 6" PVC@ 1.9%35' - 6" PVC@ 8.7%104' - 6" PVC @ 2.1%79' - 6" PVC@ 6.49%279' - 6" PVC @ 1.9%288' - 6" PVC @ 1.9%41' - 4" PVC@ 2.1%45' - 4" PVC@ 2.10%102' - 8" PVC @ 0.4%8' - 6" PVC@ 1.9%189' - 6" PVC @ 2.1%221' - 6" PVC @ 1.9%12" 45° BENDS12" X 6" TEE12" X 6" TEE8" 45° BENDS12" X 6" TEE8" X 6" TEE8" X 6" TEE8" X 6" TEE8" X 6" TEEHYDRANT & GV6" STUB(PLUG END)8" X6" TEEHYDRANT & GVHYDRANT & GVHYDRANT & GV6" STUB(PLUG END)6" GV6" GVHYDRANT & GVHYDRANT & GV12" 45° BENDS12" X 4" TEE4" GV4" DOMESTIC SERVICE12" X 10" TEE10" GV10" FIRE SERVICE8" 45° BENDSMH-5RIM: 961.75INL (W): 948.20INL (N): 948.20INV: 948.10INV: 948.2048" DIAR-1642PER DETAIL C7.4/8SSWR SERVICE CONN.-11INV: 959.00MH-8RIM: 959.02INL (N): 950.57INV: 950.4748" DIAR-1642PER DETAIL C7.4/8CLEANOUT-10RIM: 959.06INL (E): 958.51INV: 958.51PER DETAIL C7.3/12SSWR SERVICE CONN.-7BINV: 959.00MH-7ARIM: 963.27INL (N): 953.90INL (E): 953.90INV: 953.8048" DIAR-1642PER DETAIL C7.4/8MH-7RIM: 961.88INL (N): 949.83INL (W): 949.83INV: 949.73INV: 949.8348" DIAR-1642PER DETAIL C7.4/8SSWR SERVICE CONN.-7DINV: 959.25MH-7CRIM: 963.71INL (N): 956.18INV: 956.0848" DIAR-1642PER DETAIL C7.4/8MH-5ARIM: 963.71INL (N): 953.49INV: 953.3948" DIAR-1642PER DETAIL C7.4/8STUB-3BINL (N): 950.78(PLUG END)WYE-6INL (W): 949.32INV: 949.32STUB-5DINL (N): 949.07(PLUG END)MH-5BRIM: 964.26INL (W): 958.85INV: 958.85PER DETAIL C7.3/12SSWR SERVICE CONN.-5CINV: 959.00MH-9RIM: 961.98INL (N): 954.91INV: 954.8148" DIAR-1642PER DETAIL C7.4/8STS>>STS>>STS>>>>GGGG777777777CCCCSSACCCCCCCCSSSSAGGGGBBBBBBSGGSTGGGGGGGGGGGSSSSTTSTSTSSSSSS10' DRAINAGE & UTILITY EASEMENT8" GV12"X 8" REDUCER12" GVHYDRANT & GV12" X 6" TEE8" 45° BEND8" 45° BEND8" 90° BEND8" GV8" X 6" TEEHYDRANT & GV6" 90° BEND6" LEAD8" 22.5° BEND8" 45° BEND8" WATERAGAGEMECCN>>MATCH LINEC4.528.28.28.28.28.28.NORTH0 50 100PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC401CWC030WEST SANITARY& WATERC4.4Pipe MaterialsWatermain DIP Class 52 (ANSI A21.51/AWWA C151)Water Service Copper Type K (ASTM B88)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Public Sanitary Sewer SDR 35 (ASTM: D3034, F477, & F891)Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Storm Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)HDPE - Corrugated, Smooth Interior, Water Tight (ASTM D3350, ASTM D4976, ASTMF2306, AASHTO M252)Drain Tile HDPE - Corrugated & Perforated (ASTM F405 & F667),Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Otsego Standards.Connect to City utilities in accordance with City of Otsego Standards.Contact Otsego Public Works for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact Otsego Public Works Department for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 7 feet deep.Refer to Plumbing plans for grease interceptor detail. The tank and top slab must be designed to handle traffic and soil loads. Thetank must be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 8 on Sheet C7.3.Reserved.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Wright-Hennepin Electric. The transformer paddesign is provided by the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric andconduits shall be installed by the Electrical Contractor.See site lighting plan for additional information.CenterPoint Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from themeter shall be installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Reserved.Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Core drill existing structure for proposed pipe connection. All connections shall be water-tight.Reinstall salvaged hydrant.Replace 8" DIP watermain with 12" DIP watermain.All storm sewer catch basins shall include 10 LF of drain tile under the pavement. Refer to plan for layout. Refer to Detail C7.5/5.Install pavement drain tile as indicated on the plan per Detail C7.5/5.Drain tile inlets to catch basins shall be installed above the top of the highest sewer pipe in the structure.Foundation drain tile, refer to Architectural and Structural plans. Connect foundation drain tile to storm structure with solid wall PVC.Coordinate with plumbing and structural plans.Replace existing catch basin casting with solid cover R-1642-B.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.Datum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
SB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>
>>>>>>>>>>>>>>>>>>>>HHHHHHHHFES 15 RCPINV=956.32CBMHRE=959.39INV=953.99 (SW)INV=953.99 (E)CBMHRE=959.51INV=955.96 (SE)INV=954.06 (W)CBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)CBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)GGGGGGGGGGGGGGGGGGGGGWATERMAINPER AS-BUILTTNHTNH
SSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14XXXXXGGGGGB.M.TNH = 961.81B.M.TNH = 959.9360TH STREET NEMACIVER AVE
N
E
MARLOWE AVE NEIWATERMAINPER AS-BUILTSB P 10SB TP 8SB P 9SB P 6SB TP 7SB F 4SB D 4SB D 3SB D 1SB D 2SB F 3SB F 2SB F 1SB P 5SB TP 7SB P 7SB P 8>>>>>
>>>>>>>>>>>>>>>>>>>>HHHHHHHHFES 15 RCPINV=956.32CBMHRE=959.39INV=953.99 (SW)INV=953.99 (E)CBMHRE=959.51INV=955.96 (SE)INV=954.06 (W)CBMHRE=958.82INV=954.02 (SW)INV=953.92 (NW)CBMHRE=956.81INV=953.05 (SE)INV=952.91 (SW)INV=952.91 (N)CBRE=956.87INV=953.52 (NE)SSSSMHRE=959.06INV=944.54 (NE)SSSSMHRE=957.70INV=943.85 (SW)INV=943.85 (NE)GGGGGGGGGGGGGGGGGGGGGWATERMAINPER AS-BUILTTNHTNH
SSSSMHRE=955.24CBMHRE=955.80CBMHRE=955.13CBMHRE=955.14XXXXXGGGGGB.M.TNH = 961.81B.M.TNH = 959.9360TH STREET NEMACIVER AVE
N
E
MARLOWE AVE NEIWATERMAINPER AS-BUILTSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>CAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION
CAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONSTS>>>>STS>>STS >>STS >>STS>>STS>>STS>>FOREBAY100-YR HWL = 954.91NWL = 952.00BTM = 946.00DETENTION POND100-YR HWL = 954.91NWL = 952.00BTM = 942.00WQ VOL. = 61,908 CFWQ ELEVATION = 952.66BLOCK 1LOT 110' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTSAN>SAN>SAN>SAN>12" WATER20' DRAINAGE & UTILITY EASEMENTSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>121' - 8" PVC @ 0.4%399' - 8" PVC @ 0.4%37' - 8" PVC@ 0.40%232' - 8" PVC @ 0.4%23' - 6" PVC@ 2.1%SSWR SERVICE CONN.-4AINL (N): 946.9912" WATERSCONNECT TO EXISTING12" WATERMAINHYDRANT & GV12" 11.25° BENDHYDRANT & GVGV1" DOMESTICSERVICECONNECT TO EXISTING8" WATERMAIN" 45° BENDS8" 22.5° BEND12" GATE VALVE& BOX12" X 8" TEEMH-3RIM: 959.74INL (W): 946.25INV: 946.1548" DIAR-1642PER DETAIL C7.4/8EX. MH CONNECTION-1INL (SW): 944.649C7.4/8MH-2RIM: 958.08INL (SW): 945.22INV: 945.1248" DIAR-1642PER DETAIL C7.4/8MH-4RIM: 959.43INL (W): 946.50INV: 946.40INV: 946.5048" DIAR-1642PER DETAIL C7.4/812" X 6" TEESTS>>STS>>STS>>STS>>8" 22.5° BEND8" 45° BEND8" 45° BEND8" WATER8" WATER>>>22.5WWWATWATERMRMAINAIN.ENNNNNNNNNNNNNNNNNN
D>>>>>>>>GGGGGILTILTS-BUS-BUR AR APEELTLTBUBURASRASRARARARAPEPEEEAWAAEENENENNE NE NVEEAVAVAARRERERVEVARRERERERERVEVVEV
HHHHHHHHHEEEEEEEEEEEE
GGGGGGGGGGGHHHHHHHHGGGGGG6666666666666666666660600T0TTHHSSSTSTRRTTTTTTTTTTTREREEEEEETET 666060TTHHSSSTSTTTTTTTTTTTTTTTRRTTTREREEEEEGGGG12" WATER" 45° BENDD6" LEAD1" WATER12" X 6" TEE12" X 1" TEE8" 22.5° BEND8" GV12" GVAGAGEMECCN>>C4.4MATCH LINE32.33.28.28.31.30.PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNNORTH0 50 100C401CWC030EAST SANITARY& WATERC4.5Pipe MaterialsWatermain DIP Class 52 (ANSI A21.51/AWWA C151)Water Service Copper Type K (ASTM B88)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Public Sanitary Sewer SDR 35 (ASTM: D3034, F477, & F891)Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)Storm Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)HDPE - Corrugated, Smooth Interior, Water Tight (ASTM D3350, ASTM D4976, ASTMF2306, AASHTO M252)Drain Tile HDPE - Corrugated & Perforated (ASTM F405 & F667),Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Otsego Standards.Connect to City utilities in accordance with City of Otsego Standards.Contact Otsego Public Works for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact Otsego Public Works Department for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 7 feet deep.Refer to Plumbing plans for grease interceptor detail. The tank and top slab must be designed to handle traffic and soil loads. Thetank must be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 8 on Sheet C7.3.Reserved.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Wright-Hennepin Electric. The transformer paddesign is provided by the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric andconduits shall be installed by the Electrical Contractor.See site lighting plan for additional information.CenterPoint Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from themeter shall be installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Reserved.Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Core drill existing structure for proposed pipe connection. All connections shall be water-tight.Reinstall salvaged hydrant.Replace 8" DIP watermain with 12" DIP watermain.All storm sewer catch basins shall include 10 LF of drain tile under the pavement. Refer to plan for layout. Refer to Detail C7.5/5.Install pavement drain tile as indicated on the plan per Detail C7.5/5.Drain tile inlets to catch basins shall be installed above the top of the highest sewer pipe in the structure.Foundation drain tile, refer to Architectural and Structural plans. Connect foundation drain tile to storm structure with solid wall PVC.Coordinate with plumbing and structural plans.Replace existing catch basin casting with solid cover R-1642-B.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.Datum Correction:Plan Elevation - 0.42' = NGVD29 Elevation
PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027 TEL (425) 313-8100OTSEGO, MNC701CWC030CIVIL CONSTRUCTIONDETAILSC7.11/2" = 1'-0"2WHEEL STOP06151-1/2" = 1'-0"1ONSITE STORM DRAIN GRATE02131-1/2" = 1'-0"12CAST-IN-PLACE CONCRETE CURB02131-1/2" = 1'-0"8EDGE OF SIDEWALK AT PAVEMENT0213NOT TO SCALE5ON-SITE WALKS07141-1/2" = 1'-0"6CURB OPENING FOR DRAINAGE06131-1/2" = 1'-0"10TEMPORARY EDGEOF PAVEMENT02131-1/2" = 1'-0"3CONCRETE CURB AND GUTTER03151-1/2" = 1'-0"7CURB AND GUTTER AT ISLAND WALK03151-1/2" = 1'-0"11CURB AND GUTTER AT ISLAND END03151-1/2" = 1'-0"4FLUSH CURB AT PAVEMENT04151/2" = 1'-0"9PAINTED STRIPE0515CURB AND GUTTERRADIUS CORNER, TYPICALCURB AND GUTTER
PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC701CWC030CIVIL CONSTRUCTIONDETAILSC7.21-1/2" = 1'-0"2DRAINAGE REQUIREMENTS AT INLETS02131-1/2" = 1'-0"1LANDSCAPING STORM DRAIN02131/2" = 1'-0"3CART STORAGE111312"8"6"NO SCALE12" CONCRETE RIBBON CURB4CONSTRUCT WITH REVERSE SLOPEGUTTER. GUTTER GRADE TO MATCHPAVEMENT GRADE.12" RAD.3" RAD.6"7-1/4"1/4"3" RAD.7"6" AGGREGATE BASEDIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINEBOTTOM OF CURBBOTTOM OF CURBSEE PLANSEE PLANNO SCALECONCRETE CURB TRANSITION7TOP OF CURBGUTTERTOP OF CURBGUTTERTYPE ATYPE BRIBBON CURBRIBBON CURBCONCRETECURB AND GUTTERCONCRETECURB AND GUTTER1/8" = 1'-0"5CART CORRAL ANDTYPICAL PARKING STALL03141/8" = 1'-0"6MIDDLE ISLAND AT CART CORRAL03191/8" = 1'-0"8ISLAND AT LIGHT POLE BASE10131/8" = 1'-0"9END ISLAND CURBS0613LIGHT POLE BASE
PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC701CWC030CIVIL CONSTRUCTIONDETAILSC7.3BITUMINOUS TYP. SECTION24"3/8"CONCRETETYP. SECTIONSEALINGMATERIALTHICKENED BITUMINOUS EDGEAND CONCRETE SURFACEAGGREGATE BASEBITUMINOUS SURFACENON-EXTRUDINGFILLER1/8" RAD.FLOWFLOWAABB6"2"2'3'-6"3'-6"2"3'-6" CATCH BASIN CASTING SUMPAT CONCRETE CURB AND GUTTERCASTING3'-6"CASTINGCASTINGPAVEMENTPAVEMENTRIM ELEVATION SHOWN ON PLANGUTTER FLOW LINEPLAN VIEWSECTION B-BSECTION A-ACONCRETE CURB& GUTTERTAPER CURB AND GUTTEROVER THIS LENGTHNO SCALE8NO SCALE7PAVEMENT ARROW (PUBLIC STREETS)8'4'-4"3'-8"3'-8"1'-5"10"11'-0"2'2'-8"1'-8"8'-0"16"8'-2"1'-11"3'-4"13"4'-4" RAD.1'-5"1'-5"3'-1"1'-7"NO SCALE6NO SCALE2'4"6"100' MAX. (TYP)NOTE:RISER PIPE SHALL BE EXTENDED ABOVE GROUND LEVELINITIALLY & THEN CUT BACK TO MATCH FINAL GRADEFLOWCLEAN-OUT STRUCTURE12"6" PVC THREADEDCAP & PLUG6" PVC RISER6" PVC LONG SWEEP45d BEND8" X 6" PVC WYEENCASE IN CONCRETECONCRETE RINGIN LANDSCAPINGCONCRETE RINGIN PAVEMENTNEENAH CASTING TYPE R-1976CLEAN-OUT OR DOWNSTREAM MAIN LINE8" END CAP8" PVC12NO SCALE11INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST.5'2.5'6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE.214'O.C.12TREE PROTECTIONINSTALL AT DRIPLINE OF TREEWARP NEW TO MATCHEXISTING WITHIN 3 FEET.2'ASPHALT PAVEMENT TRANSITIONMILL EXISTING PAVEMENTTO MATCH NEW WEARCOURSE THICKNESS.APPLY TACKCOAT.NEW PAVEMENTSECTIONEXISTINGPAVEMENTSECTIONSAWCUTLOCATIONNO SCALE1031B618 CONCRETE CURB & GUTTERCONSTRUCT WITH REVERSE SLOPE GUTTERWHERE THE PAVEMENT SLOPES AWAY FROMCURB. GUTTER GRADE TO MATCH PAVEMENTGRADE (FORMS MAY BE TILTED).DIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINE1/2" RAD.6" AGGREGATEBASE6"6"8"18"%6.03" RAD.3"RAD.13.5"6"NO SCALE93/8" = 1'-0"5PAINTED DETAIL11111/2" = 1'-0"3"STOP" AND "DO NOT ENTER" SIGNS09101/2" = 1'-0"4MEMBER ONLY / ENTER HERE SIGN05101/8" = 1'-0"1DIRECTIONAL ARROW (PRIVATE)0403VERIFYPOST CAPMINIMUM 1'-0"STAINLESS STEEL FASTENERSWHITE LETTERS AND SYMBOLON BLUE BACKGROUNDMETAL SIGN BOLT TO STEEL PIPE POSTPARKING ONLYADDITIONAL SIGN AT ALL ACCESSIBLEPARKING SPACESVAN ACCESSIBLE2-3/8" OUTER DIAMETER X 8'-0"GALVANIZED PIPE POSTSEALANT ALL AROUND POST6" PIPE - FILL WITH CONCRETE,EXTEND TO 4'-0" ABOVE PAVEMENTRED PLASTIC SLEEVE OVER 6" PIPEASPHALT PAVEMENTNOTE:1. SIGNAGE PER LOCALJURISDICTION, VERIFYREQUIREMENTS2. PROVIDE SIGN AT EACHACCESSIBLE PARKING STALL12" DIAMETER CONCRETEPOST FOOTING2ADA ACCESSIBLE PARKING SIGN12104'-0"PER LOCAL REQUIREMENT3"4'-0"5'-0" - 5'-6"VERIFYMINIMUM 1'-6"UNLESS NOTEDOTHERWISE3. SIGNAGE TO BEREFLECTORIZED
PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC701CWC030CIVIL CONSTRUCTIONDETAILSC7.4NO SCALE ROCK CONSTRUCTION ENTRANCECITY OF OTSEGO2NO SCALESILT FENCECITY OF OTSEGO3SLOPEVARIESMIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT ANDREPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTERPERMANENT STABILIZATION ISCOMPLETE.TEMPORARY COMPOST/BIO LOG45d COMPOST/BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGNO SCALE1NO SCALE HYDRANT & GATE VALVECITY OF OTSEGO4NO SCALE GATE VALVECITY OF OTSEGO5NO SCALE FIRE HYDRANTCITY OF OTSEGO6NO SCALE THRUST BLOCKINGCITY OF OTSEGO7NO SCALE SANITARY SEWER MANHOLECITY OF OTSEGO8NO SCALE STORM SEWER MANHOLECITY OF OTSEGO9NO SCALE STORM SEWER CATCH BASINCITY OF OTSEGO10NO SCALE FLARED END SECTION RIP-RAPCITY OF OTSEGO11NO SCALE12ISOMETRIC27"-36"48"-54"21"24"78"-90"60"-72"42"18"15"1 1/4"Ø1 1/4"Ø1 1/4"Ø1"Ø1"Ø1"Ø3/4"Ø3/4"ØPIPE SIZE12"3/4"ØBARS1"6"7"8"1"1"4"5"6"4"3"3/4"3/4"3/4"5/8"5/8"2 1/2"`H'5/8"BOLTSANCHOR CLIPPROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARDTO FLARED END SECTION. HOT DIP GALVANIZE AFTERFABRICATION.TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLTFASTENERS PER JOINT. INSTALL AT60d FROM TOP OR BOTTOM OF PIPE.FLARED END SECTION AND TRASH GUARDTRASH GUARD SIZING
PRELIMINARY PLAT SUBMITTALGREEN INK SETGREEN INK SETREVISED PRELIMINARY PLATTOMTOMTOMTOM08 JAN 202409 JAN 202419 JAN 202426 JAN 2024/PROJECT NO.FILE NAMELANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandformΠand Site to FinishΠare registered service marks of Landform Professional Services, LLC.DATE ISSUE / REVISION REVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYJANUARY 26, 2024CWC230302024999 LAKE DRIVEISSAQUAH, WA 98027TEL (425) 313-8100OTSEGO, MNC701CWC030CIVIL CONSTRUCTIONDETAILSC7.5(SEE PLAN FOR SIZE/MATERIAL/LENGTH)113INVERT 1END OF PIPEPOND BENCHELEVATION (SEE PLAN)POND NWL ELEV. (SEE PLAN)(SEE PLAN FOR SIZE/MATERIAL/LENGTH)10'BOTTOM RIM - INVERT 531NO SCALEPOND OVERFLOW CONTROL STRUCTURE7TOP OF WEIR INVERT 460" DIA. MANHOLE MODIFIED AS SHOWNREINFORCE WITH #4 REBAR AT 12" ON CENTERINLET - INVERT 2INTEGRAL CAST BASE AND WEIR7.53SPLITGRATESTRUCTURE #INVERT 1 INVERT 2 INVERT 3INVERT 4 INVERT 5ORIFICEDIAMETERSIZEX XXXXXXOUTLET - INVERT 3ORIFICE (IF APPLICABLE)NO SCALEONE BUCKET WIDTH12"PAVEMENT DRAIN TILE4" PERFORATED HDPEWITHOUT FILTER SOCKWRAP FILTER FABRIC AROUNDROCK TRENCH. OVERLAP 12" MIN.3/8" MINUS (PEA ROCK)COMPACTED SUBGRADEAGGREGATE BASEPAVEMENT SECTION6"SPLIT GRATE1" TO OUTSIDE OF MHFROM FLAT BAR (TYP.)5/8" SMOOTH BAR2" O.C. EACH WAY1/4" X 1-1/2" FLAT BAR1/4" X 1-1/2" FLAT BAR1/4" X 4" X 4" CLIPS WITH1/2" SS ANCHOR BOLTS3NO SCALE1PLASTIC PIPE BEDDINGCITY OF OTSEGONO SCALE26" MIN.GRANULAR FOUNDATIONCLASS C BEDDINGTHE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL, OR DENSELYCOMPACTED FILL MATERIAL UP TO A HEIGHT EQUAL TO ONE-SIXTH THE OUTSIDEDIAMETER OF THE PIPE. THE DEPTH (d) OF THE BEDDING MATERIAL BELOW THEPIPE IS A MINIMUM OF 3" FOR 27" AND SMALLER PIPE, 6" FOR 66" DIAMETER ANDLARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE REMAINING SIDEFILL ANDBACKFILL MATERIAL IS COMPACTED NATIVE SOILS. CLASS C (DIP & RCP)1/8 H1/6 BcdBcCLASS C PIPE BEDDINGd = DEPTH OF BEDDING MATERIAL UNDER PIPEH = BACKFILL COVER ABOVE PIPEBc = OUTSIDE DIAMETERCOMPACTEDGRANULAR MATERIALOR DENSELY COMPACTEDFILL MATERIALHAND TAMPEDNATIVE MATERIAL2120°D+2'2' FOR PIPE 4" OR LESS.MACHINE EXCAVATION LIMIT FOR RIGID PIPE.HAND SHAPE BOTTOM FOR SUPPORT OF RIGID PIPE.MACHINE EXCAVATION LIMIT FOR FLEXIBLE PIPE, GRANULAR FOUNDATION(IF REQUIRED), OR BEDDING REQUIRED FOR LOCAL CONDITIONS. DEPTHVARIES.PROVIDE LOCATING/MARKING TAPE MEETING LOCAL REQUIREMENTS.SEE DETAIL FOR BEDDING AND ENCASEMENT123453451D6"-12"66NO SCALEUTILITY TRENCHING4TRENCH WALLCONDITION VARIESNO SCALE51.0%18"12"12" MIN.TRENCH DRAINTRENCH DRAIN GRATE ASSPECIFIED ON PLANSEXPANSION JOINTEXPANSION JOINT (TYP)TOP OF RIM SEE PLANTRENCH DRAIN GRATEAS SPECIFIED ON PLANSTYPICALCONCRETE SECTIONINVERTS (SEE UTILITY PLAN)ISOMETRIC VIEWSECTIONAL VIEWNO SCALE6
S:\Municipal\Aotsego25xx\2500\2024\OT2524.01 Costco\A-REVIEW PHASE\REVIEW NO. 2\OT2524.01 for
Developer.docx
Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
www.haa-inc.com
MEMORANDUM
TO: Honorable Mayor and City Council
CC: Adam Flaherty, City Administrator
Audra Etzel, City Clerk
Daniel Licht, City Planner
Dave Kendall, City Attorney
Stephen J., Costco Wholesale Corporation
Tom Meyer, Landform
FROM: Ronald Wagner, P.E. City Engineer
Abdullah Alqwaizani, E.I.T.
DATE: February 1, 2024
RE: Costco Wholesale
We have reviewed the following information provided by Landform on behalf of Tom Meyer
regarding the Costco Wholesale Corporation.
Preliminary Plat for Costco Wholesale, dated 1/26/2024 by Landform
The submittal is to be considered for preliminary acceptance. We would offer the following
comments:
Preliminary Plat
1. All watermains including hydrants will require easement.
2. City shall have utility easements for all public sanitary sewers.
3. Open cut (350’) replacements of 8” to 12” on Marlowe Ave. All infrastructure shall be
returned to the original design.
Overall Site Plan
4. Redesign islands (near main store entry and 2nd aisle west and north side of Marlowe entry) to
provide closer to 90-degree intersection for vehicle visibility.
5. Proposed RI/RO access to County Road 137 subject to approval of Wright County.
6. Show the proposed trail 10’ width by Co. Rd. 137.
Grading, Drainage, Paving & Erosion Control
February 1, 2024
Page 2
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Developer.docx
7. Design of a storm sewer system rather than an open ditch system is required for drainage along
County Road 137.
Other Consideration
8. A geotechnical report shall be provided.
9. A stormwater management plan shall be provided. This is to be submitted with plans for
development of Block 1 Lot 1
10. A traffic analysis has been provided. Analysis shows a decrease in LOS at MacIver
Avenue/Marlowe Avenue intersection from LOS B to LOS C for left turns from WB Marlowe
Avenue to SB MacIver Avenue. Provide additional analysis with application for development
of Lot 1, Block 1 evaluating 4-way stop and roundabout alternatives to maintain or improve
LOS.
11. A statement certifying the environmental condition of the site including the presence of any
hazardous substance as defined in Minnesota Statues 115B.02, Subd 8 is required.
Summary and/or Recommendation
We recommend approval contingent on the above comments being addressed.