HomeMy WebLinkAboutitem 05 Authentix Lakeville
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
MEMORANDUM
TO: Daryl Morey
FROM: D. Daniel Licht, AICP
DATE: 24 February 2022
RE: Lakeville – Authentix Lakeville (2022); Preliminary Plat
TPC FILE: 135.01
BACKGROUND
Continental 564 Fund, LLC has submitted applications for Authentix Lakeville, which proposes
the development of Outlot F, Morgan Square located north of 210th Street (CSAH 70) and west
of Keokuk Avenue. The subject site is 19.55 acres in area. The developer is proposing 288
stacked-flat townhouse dwelling units within 12 buildings, a clubhouse/management building,
and a maintenance building. The Comprehensive Plan amendment, Zoning Ordinance
amendment, preliminary plat, and conditional use permit applications for Authentix Lakeville
were denied by the City Council on 21 June 2021.
Six months have passed since the City Council action on the prior applications as required by
Section 11-3-3.O of the Zoning Ordinance before the same applications may be submitted
again. The developer has submitted new applications for the proposed development to
consider a Comprehensive Plan amendment to guide the property for Corridor Mixed Use and a
Zoning Map amendment to rezone the property to M-1, Mixed Use I-35 Corridor District. The
developer has again submitted applications for a preliminary plat of one lot and three outlots
and a conditional use permit to allow townhouses in the M-1 District, a reduction in the
required floor area for multiple family dwellings, and multiple principal buildings on a lot in the
M-1 District. A public hearing to consider the applications has been noticed for the Planning
Commission meeting on 3 March 2022.
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Exhibits:
A. Site location map
B. Proposed 2040 Land Use Plan amendment
C. Proposed Zoning Map amendment
D. Existing conditions plan
E. Preliminary plat
F. Site plan (10 pages)
G. Fire truck turning movements
H. Wetland overview
I. Grading plan
J. Erosion control plan, Phases 1 and 2 (2 pages)
K. Stormwater and utility plan
L. Landscape plan (12 pages)
M. Tree inventory and preservation plan
N. Photometric plan
O. Building floor and elevation plans (6 pages)
P. Project Narrative with Spending and Market Analysis and Maps (22 pages)
ANALYSIS
Comprehensive Plan. The subject site is guided by the 2040 Comprehensive Plan for
commercial uses. A small area at the northwest corner of the subject site that was anticipated
to be bisected by the extension of 207th Street is guided for high density residential uses. The
proposed residential development of the subject site with a density of 18.2 dwelling units per
acre requires consideration of a Comprehensive Plan amendment.
Applications for amendment of the Comprehensive Plan (and corresponding amendment of the
Zoning Map) are legislative actions decided by the City Council with recommendations from the
Planning Commission for which there is broad discretion to determine land use policy
appropriate for the City. The policies of the 2040 Comprehensive Plan state that established
land use designations and related zoning classifications are to be amended only when such
action is consistent with the goals and policies of the 2040 Lakeville Comprehensive Plan and
are found by the City to reflect Lakeville’s long-term interests.
The 2040 Land Use Plan envisions the long-term development of the community encouraging a
balanced variety of development types while preventing an oversupply of any one land use.
The 2040 Land Use Plan does not establish timeframes for when development is to occur,
which is largely driven by economic factors beyond its control. Immediate or short-term market
considerations are also not to be weighed more heavily than other goals and policies of the
2040 Comprehensive Plan in directing actions by the City. The table below summarizes the land
guided for High Density Residential, Corridor Mixed Use, and Commercial land uses by the 2040
Lakeville Comprehensive Plan.
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City of Lakeville
2040 Land Use Plan
Land Use Acres % of
City Area
HDR 207.7 0.9%
CMU 151.8 0.6%
Commercial 982.2 4.0%
Source: 2040 Lakeville Comprehensive Plan
The supply of land within the City is a finite resource. There is 2.5 times the area of land within
the City guided for Commercial land use than there is for multiple family housing within the
High Density Residential and Corridor Mixed Use land use categories. However, the area
guided for multiple family dwellings as a percentage of the City overall must also be considered
in the broader context of the City’s residential land use goals that housing be developed in a
manner consistent with Lakeville’s priorities, compatible with surrounding development, and
responsive to market needs. These policies include that single family dwellings are to be
encouraged as the primary form of residential development in Lakeville and that the 2040 Land
Use Plan is to avoid concentrating medium and high-density residential dwelling types within
specific areas of Lakeville.
The land use goals of the 2040 Lakeville Comprehensive Plan include development of
commercial uses in concentrated market centers oriented to major transportation corridors
and intersections to promote sustainable business activity responsive to Lakeville’s needs and
surrounding market area. The subject site is the western most parcel guided for commercial
uses within the area surrounding the I-35/CSAH 70 interchange consistent with the land uses to
the east abutting Keokuk Avenue. The development of commercial uses surrounding major
transportation corridors provides visibility and access to local and regional markets and adds to
the cumulative market attraction of businesses located within these nodes through potential
for business interchange. Reducing the area within the commercial area surrounding the I-
35/CSAH 70 interchange would diminish these market factors.
The 2040 Land Use Plan establishes the Corridor Mixed Use (CMU) designation to allow for
development of high density residential dwellings with a base density allowance of 26 to 45
dwelling units per acre and commercial retail, service, and office uses in standalone or mixed-
use buildings. Areas within the I-35 corridor have been guided for CMU uses to provide housing
opportunities adjacent to planned nodes of commercial development that are also in proximity
to existing or future transit facilities. The subject site is at the west edge of the commercial
land uses planned surrounding the I-35/CSAH 70 interchange. Introduction of housing in this
location, particularly attainable housing, would provide both market and employment support
for businesses in the area, as well as industrial uses farther to the east along CSAH 70. The
subject site is also within ¼ mile of the existing City Park and Pool facility located on the east
side of I-35, north of CSAH 70 in support of shared transportation or future mass transit.
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Decisions regarding the land uses guided by the 2040 Land Use Plan have been developed
through successive comprehensive planning efforts dating back to the 1970s that established a
foundation for planning Lakeville that has evolved and been refined over time. The most recent
Comprehensive Plan update adopted in 2018 was the deliberate outcome of a two-year process
that engaged residents, property owners, business owners, and developers. The 2040 Lakeville
Comprehensive Plan serves as a guide for these stakeholders in making plans and investments
in land use and development. The Planning Commission in making recommendations and the
City Council in making decisions in response to development requests, particularly those
involving amendment of the Comprehensive Plan, needs to evaluate how the proposed land
uses relate to the community’s vision for Lakeville.
Zoning Map. The subject site is zoned C-3, General Commercial District based on the current
guidance of the subject site for Commercial land uses on the 2040 Land Use Plan.
Corresponding to the proposed amendment of the 2040 Land Use Plan discussed above, the
Zoning Map is proposed to be amended by rezoning the subject site to M-1, Mixed Use I-35
Corridor District, which is to provide for development of commercial areas with opportunity for
incorporating higher density forms of residential dwellings within areas guided by the
Comprehensive Plan for Corridor Mixed Uses adjacent to the I-35 corridor.
Use. Townhouse dwellings are a conditional use within the M-1 District subject to the
performance standards of Section 11-65-7.U of the Zoning Ordinance. The proposed dwelling
units are a hybrid of townhouse and apartment style dwellings in that the dwellings include
stacked and side-by-side units each with individual exterior entrances for first floor units and
shared access for second floor units. The Zoning Ordinance was amended in 2020 to revise the
definition of townhouses to include hybrid units such as proposed for this development, which
are referred to as stacked-flats.
Surrounding Uses. The subject site is surrounded by the following existing and planned land
uses summarized in the table below:
Direction Land Use Plan Zoning Map Existing Use
North MHDR
Commercial
PUD District
C-3 District
CDA Townhouses
Theater
East Commercial C-3 District Aldi
Medical office
Hotel
Undeveloped
South Commercial C-3 District Hotel
Undeveloped
Bank
West HDR RH-2 District Undeveloped
Single family home
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The area within the MUSA in the west quadrant of the I-35/CSAH 70 interchange south of 205th
Street consists of approximately 74 acres guided and zoned for commercial uses and
approximately 55 acres guided and zoned for Medium-to-High Density Residential and High
Density Residential land uses. There is an additional 13.58 acres of land on the south side of
210th Street (CSAH 70) west of I-35 that is also guided and zoned for commercial land uses. The
subject site is at a transitional location between commercial uses oriented towards 210th Street
and Keokuk Avenue changing to High Density Residential then rural residential land uses
moving west along 210th Street. Amending the land use plan to guide the subject site for
commercial land uses and rezone the property to M-1 District changes the location of the
planned land use transition and alters the percentage of commercial and residential land uses
planned in the area west of I-35.
Attainable Housing. The 2040 Lakeville Comprehensive Plan outlines a goal for the City to
develop a share of the affordable housing needed within the Twin Cities Metropolitan Area
before 2030. The Metropolitan Council’s Thrive MSP 2040 regional plan allocates need for the
City to provide opportunity for development of an additional 1,414 affordable housing units in
Lakeville by 2030 to meet regional needs:
City of Lakeville
Thrive MSP 2040 Allocation of Regional
Affordable Housing Needs 2021-2030
At or below 30 AMI 642
From 31 to 50 AMI 474
From 51 to 80 AMI 298
Total Dwelling Units 1,414
Source: 2040 Lakeville Comprehensive Plan, p. 95
The developer has changed the scope of the project from their prior application as to
affordable housing. The previous application proposed that 100 percent of the dwelling units
within the development would be offered for rents meeting the Metropolitan Council criteria
for rental housing affordable for households with income equal to 80 percent of the regional
Average Median Income (AMI). The developer is now proposing to provide attainable housing
within the development based on language in Minnesota Statutes 462.355, Subp 3, related to
adoption of amendments to the Comprehensive Plan by majority (versus super majority) vote
of the City Council:
For purposes of this subdivision, "affordable housing development" means a
development in which at least 20 percent of the residential units are restricted to occupancy for at least ten years by residents whose household income at the
time of initial occupancy does not exceed 60 percent of area median income,
adjusted for household size, as determined by the United States Department of Housing and Urban Development, and with respect to rental units, the rents for
affordable units do not exceed 30 percent of 60 percent of area median income,
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adjusted for household size, as determined annually by the United States
Department of Housing and Urban Development.
The 2021 Metropolitan Council criteria for regional affordable housing, which is the most
current information available as of this date, is provided below. Note that the rent amounts
below are to include all tenant paid utilities including electric, gas, and water.
Metropolitan Council
2021 Affordable Rental Housing Rents
# Bedrooms 30% AMI 50% AMI 60% AMI 80% AMI
Efficiency $550 $918 $1,101 $1,468
1 bedroom $590 $984 $1,180 $1,574
2 bedroom $708 $1,181 $1,417 $1,889
3 bedroom $817 $1,363 $1,635 $2,180
Source: Metropolitan Council
The change in the development proposal will provide for lower rents for those units reserved
for affordable housing at a lower household income threshold. At the same time, however, the
number of dwelling units meeting the Metropolitan Council criteria for affordable housing as
adopted under the definition incorporated as part of the 2040 Lakeville Comprehensive Plan is
reduced. The Planning Commission and City Council must evaluate how this change in the
parameters of the proposed development are consistent with the implementation chapter of
the 2040 Lakeville Comprehensive Plan to promote opportunities to develop dwelling units
during the period to 2030 that are financially attainable to households earning at or below 30
percent AMI, 31 to 50 percent AMI, and 51 to 80 percent AMI in accordance with regional
affordable housing allocations.
Section 11-65-7.U.7 of the Zoning Ordinance provides exceptions from the exterior building
material and enclosed off-street parking requirements of the M-1 District for housing meeting
the City's allocation of regional affordable housing as defined by the 2040 Comprehensive Plan.
The developer is requesting that the affordable housing exemptions be applied to 100 percent
of the buildings and dwelling units within the proposed development when only 20 percent of
the dwelling units are to be offered at rents meeting regional affordability criteria. The Planning
Commission and City Council must determine if the request for the exemptions is consistent
with the intent of the Zoning Ordinance. Allowance of the exemptions require that the
developer provide guarantees satisfactory to the City to ensure that for-rent housing will meet
the Metropolitan Council criteria for affordable housing for a minimum of 10 years from the
date of initial occupancy. The guarantees that the developer maintain the affordable rate
schedule for 10 years will be established as part of the Development Agreement drafted by the
City Attorney for the final plat.
Residential Buildings. There are 12 residential buildings shown on the site plan, each with 24
dwelling units.
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Building Height. Residential dwellings within the M-1 District are allowed to be up to
four stories in height. The proposed residential buildings are to be two story structures
with pitched roofs. The clubhouse building and maintenance building are both one
story structures. The proposed buildings shown on the submitted plans comply with
the height limits of the M-1 District.
Exterior Finish. The building architecture includes articulated building sections, large
windows, roof gables, and sectioned roof-lines to minimize building mass and the
horizontal length of the buildings creating an aesthetically pleasing appearance. The
proposed buildings are shown to have a board-and-batten style vinyl siding. Vinyl siding
is an allowed exterior building material listed in Section 11-17-9.B.6 of the Zoning
Ordinance that may be used in accordance with the exception provided by the Section
11-65-7.U.5 of the Zoning Ordinance from the exterior building requirements of the M-1
District for developments meeting the City’s attainable housing goals. The developer
has also added stone facing materials to the south and east elevation of Building 1 and
the south and west elevation of Building 2 to add high-quality materials and improve the
aesthetics of these two buildings as viewed from 210th Street (CSAH 70).
Floor Area. The proposed development includes 288 dwelling units within 12 buildings,
which are summarized below:
Min. Floor
Area
Proposed
Floor Area
# of
Units
% of
Units
Efficiency 500sf. 544-622sf. 32 11%
1 Bedroom 700sf. 650-712sf. 112 39%
2 Bedroom 800sf. 923-1,028sf. 112 39%
3 Bedroom 830sf. 1,277-1,348sf. 32 11%
The minimum 650 square feet for some of the one bedroom units is less than the 700
square feet required by Section 11-17-13 of the Zoning Ordinance. Section 11-17-13.E
of the Zoning Ordinance allows for an exception to the minimum floor area requirement
by conditional use permit for dwelling units meeting regional attainability criteria. The
conditional use permit would be subject to a stipulation that the developer provide
guarantees that the dwelling units will continue to be offered at a rate schedule
compliant with regional affordability criteria for a 10 year period consistent with other
exemptions allowed by the Zoning Ordinance to encourage attainable housing
development. The number of efficiency units within the proposed development is less
than the 30 percent limit established by Section 11-17-15 of the Zoning Ordinance.
Clubhouse Building. The proposed development includes a clubhouse building with
management office space, an exercise room, sitting areas, and a kitchen. A full floor plan for the
clubhouse must be provided.
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The architecture for the clubhouse building is distinct from the residential buildings with
various different colored sections having slanted or flat roofs. The exterior materials use vinyl
and cement-fiber panels with a board-and-batten pattern consistent with that used for the
residential buildings. The clubhouse also has the same stone panels on its south and west
elevations as Buildings 1 and 2 to improve the appearance of the clubhouse from 210th Street
(CSAH 70).
The clubhouse includes an outdoor pool. Specifications for the fence surrounding the pool must
be provided at the time a building permit is applied for to verify compliance with Section 11-21-
5.G of the Zoning Ordinance.
Maintenance Building. The submitted plans include a maintenance building that has an
adjacent outdoor car wash area, FHA garage stall, and parcel storage room. The maintenance
building uses vinyl horizontal lap siding with colors similar to that of the proposed residential
dwellings.
Lot Area. Lot area requirements are based on the net area of the subject site less street rights-
of-way and outlots encompassing wetlands, wetland buffers, and stormwater basins. The net
area of the subject site is 13.87 acres or 604,136 square feet. The proposed 288 dwelling units
would have 2,097 square feet of lot area per dwelling unit and a net density of 20.76 units per
acre. Townhouses within the M-1 District require a minimum of 1,675 square feet of lot area
per dwelling unit. The lot area for the development complies with the standards for
townhouses within the M-1 District.
Setbacks. The table below summarizes setback requirements of the M-1 District applicable to
the subject site. The site plan complies with these setback requirements.
CSAH 70 West 207th St. East Wetland
Buffer
Parking
ROW Side/Rear
Required 30ft. 30ft. 30ft. 10ft. 10ft. 15ft. 5ft.
Access. The subject site abuts 210th Street (CSAH 70). Right-of-way dedication for 210th Street
(CSAH 70) was reviewed by the Dakota County Plat Commission at its April 28, 2021 meeting
and the preliminary plat was recommended for approval.
The segment of 210th Street (CSAH 70) adjacent to the subject site is planned to be a principal
arterial roadway, which requires spacing of ½-mile full access and ¼ mile for restricted access.
Dakota County will allow the proposed public street access to 210th Street at Keswick Loop for
full turning movements at this time, but may require future intersection improvements to
restrict access and turning movements due to safety concerns, operational issues, or when
210th Street is officially designated as a principal arterial roadway.
Keswick Loop is proposed to be extended north of 210th Street (CSAH 70) to provide access to
the subject site and abutting property to the west. The developer will construct Keswick Loop
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within an existing roadway easement located outside the Authentix plat boundary to their
proposed private drive access. Keswick Loop will be extended in the future, if necessary, with
the development of the adjacent properties to the west. All issues related to construction of
the Keswick Loop access at 210th Street are subject to review and approval of Dakota County,
whereas the design and specifications for Keswick Loop north of 210th Street (CSAH 70) is
subject to review and approval of the City Engineer.
The submitted plans show extension and realignment of 207th Street, which is designated by
the 2040 Comprehensive Plan as a major collector street, along the north line of the subject site
and includes dedication of right-of-way. Section 10-4-3.A of the Subdivision Ordinance requires
the street to be constructed to the plat line to provide connection to the adjacent undeveloped
property and the developer will escrow funds for the segment of the street not constructed
now for when it is extended west in the future. The site access to 207th Street includes
realignment of the section of Keystone Avenue to the north to provide a four-way intersection.
A third access to the subject site is proposed over Lot 1, Block 2, Lakeville Commerce Center to
Keokuk Avenue via a shared private driveway. The developer must provide an ingress/egress
easement for the proposed shared access. The City Engineer indicates that this shared access
will require construction of medians on Keokuk Avenue to limit access to right-in/right-out only.
Off-Street Parking. The proposed development has 1.6 bedrooms per dwelling unit making
the off-street parking requirement 2.0 stalls per dwelling unit in accordance with Section 11-19-
13 of the Zoning Ordinance. The site plan provides for 2.0 parking stalls per dwelling unit as
follows:
Surface stalls 505
Garage stalls 70
Total 575
The surface parking stalls and drive aisles are shown to comply with the minimum dimensions
of Section 11-19-7.I.1 of the Zoning Ordinance. The floor plans for the garage buildings
demonstrate that the proposed enclosed parking stalls comply with the minimum dimensional
requirements of Section 11-19-7.I.3 of the Zoning Ordinance. Concrete curb is required by
Section 11-19-7.I.15 of the Zoning Ordinance at the perimeter of all off street parking stalls and
drive aisles. The construction specifications of the parking areas and drive aisles are subject to
review and approval of the City Engineer.
The drive aisle east of Building 1 at the southeast corner of the subject site is setback from the
east property line less than the five feet required by Section 11-19-7.I.1 of the Zoning
Ordinance. The plans must be revised to meet the five foot parking lot setback requirement.
The access easement over Lot 1, Block 2, Lakeville Commerce Center must address
maintenance of the private drive at the property line within the subject site.
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Sidewalks/Trails. There is an existing trail along the north side of 210th Street (CSAH 70)
abutting the subject site. A concrete sidewalk must be provided along the south side of 207th
Street from the east plat line to the extent the street is constructed to the west with a
temporary cul-de-sac, which should be eight feet wide consistent with the requirements for
mixed use development. A pedestrian connection from the subject site is made on the east
side of the Keswick Loop segment to the trail on 210th Street (CSAH 70). City staff is
recommending that a sidewalk be added along the south side of the shared private drive across
Lot 1, Block 2, Lakeville Commerce Center to provide pedestrian access to Keokuk Avenue.
Landscaping. The submitted plans include a landscape plan. No residential buffer yard is
required for the subject site in the yards abutting 210th Street (CSAH 70) based on M-1 District
zoning. Notwithstanding the requirements of the Zoning Ordinance, the landscape plan
provides for a single row of deciduous trees within the subject site along the 210th Street (CSAH
70). The landscape plan also provides for deciduous trees along the south side of the east
segment of 207th Street, which are continued to the west lot line. Similar trees are shown to be
provided along Keswick Loop. Landscaping is also proposed internally within the subject site
and generally at the ends of the residential buildings. The landscape plan is subject to review
and approval of the City Forester.
Exterior Lighting. A photometric lighting plan indicating the type, location, height, and
illumination pattern of all proposed exterior lighting has been submitted. All exterior lighting is
required to be shielded as required by Section 11-16-17.B.1 of the Zoning Ordinance. The
intensity of the exterior fixtures must be revised to comply with the limits as established by
Section 11-16-17.A.2 of the Zoning Ordinance for review by the Zoning Administrator.
Waste Storage. The sketch plan indicates a structure for trash storage south of Building 10.
The submitted architectural plans include details regarding the waste storage building, which is
an enclosed structure that exceeds the requirements of Section 11-18-11.B of the Zoning
Ordinance.
Grading Plan. The developer has prepared plans for grading and drainage. Existing wetlands
within the subject site and required wetland buffers are shown to be platted within outlots to
be deeded to the City. All wetland, grading, drainage, and erosion control issues are subject to
review and approval of the City Engineer.
Utilities. The subject site is included within the current MUSA. The developer has submitted
plans for extension of sewer and water utilities. All utility issues are subject to review and
approval of the City Engineer.
Easements. Section 10-4-4 of the Subdivision Ordinance requires 10-foot wide drainage and
utility easements at the perimeter of the proposed lot, which are shown on the preliminary
plat. Drainage and utility easements are also to be required to overlay internal utility pipes
and/or stormwater drainage facilities. All drainage and utility easements are subject to review
and approval of the City Engineer.
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Park Dedication. The 2015 Parks, Trails, and Open Space Plan does not identify dedication of
land to the City for public parks from the area of the subject site. Park dedication requirements
are to be satisfied by payment of a cash fee in lieu of land at the time of final plat approval as
provided for by Section 10-4-8.J of the Subdivision Ordinance.
Outlots. The proposed preliminary and final plat includes three outlots. Outlots A, B, and C
encompass proposed stormwater ponding and existing wetlands and required wetland buffers.
The outlots are to be deeded to the City.
Development Agreement. Section 10-5-1.A of the Subdivision Ordinance requires the
developer to provide construction and warranty securities for the public improvements within
the final plat that are to be outlined within a development agreement. The development
agreement will be drafted by the City Attorney and is to be executed by the applicant prior to
City Council consideration of the final plat.
CONCLUSION
The request to amend the 2040 Comprehensive Plan and Zoning Map are policy decisions to be
made by the City Council with the recommendations of the Planning Commission. Findings of
fact for the Planning Commission to recommend that the City Council either approve or deny
the requested amendment of the 2040 Land Use Plan and Zoning Map have been prepared by
City staff in that regard. If the Planning Commission elects to recommend approval of the
Comprehensive Plan amendment and Zoning Map amendment (rezoning) applications, City
staff recommends approval of a preliminary plat and conditional use permit for the proposed
development subject to the conditions outlined below:
1. The site and buildings shall be developed in accordance with the plans approved by the
City Council subject to stipulations of approval as outlined herein.
2. The developer shall provide in a development agreement and deed restrictions for
dwelling units defined as affordable housing by Minnesota Statutes 462.355, Subp 3. for
a minimum 10 year period from the date a Certificate of Occupancy is issued.
3. Specifications for the fence surrounding the pool shall comply with Section 11-21-5.G of
the Zoning Ordinance.
4. The intersection design for 210th Street (CSAH 70) and Keswick Loop shall be subject to
approval of Dakota County.
5. The specifications and construction plans for Keswick Loop, the Keokuk Avenue
intersection improvements, and extension of 207th Street shall be subject to review and
approval of the City Engineer.
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6. The developer shall provide an ingress/egress easement over Lot 1, Block 2, Lakeville
Commerce Center to allow for:
a. Construction of a shared private drive aisle to Keokuk Avenue and a five foot
wide concrete sidewalk on the south side of the private drive.
b. Construction and maintenance of the private drive aisle abutting the property
line east of Building 1.
7. The construction specifications of the parking areas and drive aisles shall be subject to
review and approval of the City Engineer.
8. The plans must be revised so the drive aisle east of Building 1 at the southeast corner of
the subject site is set back five feet from the east property line as required by Section
11-19-7.I.1 of the Zoning Ordinance.
9. The landscape plan shall be subject to review and approval of the City Forester.
10. The photometric lighting plan shall be revised such that the illumination pattern of all
proposed exterior lighting complies with the intensity limits measured at property lines
established by Section 11-16-17.A.2 of the Zoning Ordinance, subject to review and
approval of the Zoning Administrator.
11. All utility issues shall be subject to review and approval of the City Engineer.
12. All wetland, grading, and stormwater drainage issues shall be subject to review and
approval of the City Engineer.
13. Outlots A, B, and C encompassing proposed stormwater ponding and existing wetlands
and wetland buffers shall be deeded to the City.
14. All easements shall be subject to review and approval of the City Engineer.
15. Park dedication requirements shall be satisfied by payment of a cash fee in lieu of land
at the time of final plat approval as provided for by Section 10-4-8.J of the Subdivision
Ordinance.
16. The developer shall execute a development agreement as drafted by the City Attorney
prior to City Council consideration of the final plat.
c. Justin Miller, City Administrator
John Hennen, Parks and Recreation Director
Alex Jordan, Assistant City Engineer
Andrea McDowell-Poehler, City Attorney
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
210TH ST (CSAH 70)KEOKUK AVEI-35205TH ST
KEYSTONE AVE207TH ST
KESWICK LOOP
Authentix
site
City of Lakeville
Authentix
Site Location Map
EXHIBIT AKENRICK AVE
RD
LDR
C
HDR
C
MDR
RDR
RD
RD
RD
W
M/HDR
RDR
C
PAQP
RD
LDR
CHDR
C
MDR
RD
RD
RD
RDR
RDR
W
M/HDR
C
PAQP
2040 Land Use Map
Existing Land Use
City of Lakeville
2040 Land Use Map
Proposed Land Use
CMU
C
C
C
HDR
RDR
C
RDR
C
HDR
C
C
C
215TH ST (CSAH 70)
215TH ST (CSAH 70)KENRICK AVEKENRICK AVE205TH ST
205TH ST KEOKUK AVEKEOKUK AVE207TH ST
207TH STKEYSTONE AVEKEYSTONE AVEI-35I-35EXHIBIT B
KESWICK LOOP
KESWICK LOOP
M/HDR
M/HDR
Existing Zoning
City of Lakeville
Authentix
Proposed Zoning
EXHIBIT C
C-3
RM-2
RM-2
RH-2
RH-2
RH-2
RH-2
PUD
PUD
P/OS
P/OS
RM-1
RM-1RS-3
RS-3
C-3
C-3
C-3
C-3
C-3
C-3
C-3
C-3
RA
RA
RA
RA
RA
RA
RA
RA
Proposed
M-1
210TH ST (CSAH 70)
210TH ST (CSAH 70)
205TH ST
205TH ST
KEOKUK AVEKEOKUK AVEKENRICK AVEKENRICK AVEI-35I-35LUCERNE TR L
LUCERN E TR L
Authentix
site &
Authentix
site &
OUTLOT F
C.S.A.H. NO. 70 (210TH STREET)
170.3 LF - 10" PVC @ 2.44%
EXMH 9RE=1066.26IE=1056.00DEPTH=10.26
399.3 LF - 8" PVC @ 2.05%
8" DIP325 LF - 8" PVC @ 1.75%
8" DIP
8" DIPSTUB & PLUGIE=1065.22
3
EXMH 500RE=1005.38IE=1083.02
39 LF - 8" PVC(SDR 26) @ 0.40%
EXMH 501RE=1005.88IE=1082.86 WIE=1082.76 E
330 LF - 8" PVC(SDR 26) @ 0.40%300 LF - 8" PVC(SDR 35) @ 0.40%250 LF - 8" PVC(SDR 35) @ 0.40%
350 LF - 8" PVC(SDR 35) @ 0.40%
96 LF - 8" PVC(SDR 35) @ 0.40%
EXMH 503RE=1096.34IE=1081.54 SIE=1081.44 W,E
EXMH 504RE=1091.33IE=1080.24 W,E
EXMH 506RE=1089.97IE=1079.34 SIE=1079.24 W,E EXMH 507RE=1091.48IE=1077.84 W,E
EXMH 50226 LF 8" PVC (SDR 35)@ 0.40% WITH 8" PLUGIE=1081.64
EXMH 50520 LF 8" PVC (SDR 35)@ 0.40% WITH 8" PLUGIE=1079.42
EXCBMHRE=1090.39IE=1084.64 WIE=1084.08 EIE=1085.34 S
EXCBMHRE=1090.51IE=1085.91
EXCBMHRE=1090.61IE=1085.31
EXCBRE=1090.59IE=1086.59
EXCBMHRE=1091.36IE=1086.46 WIE=1085.06 EIE=1086.36 S
EXCBMHRE=1091.49IE=1087.14
EXCBRE=1091.71IE=1087.56
FESIE=1087.86
EX FESIE=1083.46EXCBMHRE=1094.95IE=1088.85 WIE=1088.70 EIE=1089.25 S
EXCBMHRE=1094.88IE=1090.63
EXCBRE=1095.51IE=1091.06
EX FESIE=1090.19
EX SKIMMER MHRE=1101.95IE=1090.10 NIE=1090.50 BLD
EXCBRE=1107.05IE=1104.35
EXCBMHRE=1106.68IE=1103.68 NIE=1103.68 E
EXCBMHRE=1105.62IE=1097.02 NIE=1101.97 WIE=1097.02 SE
EXCBRE=1103.34IE=1098.79
EXCBMHRE=1105.69IE=1099.89 WIE=1096.59 EIE=1096.44 S
EXMH 501RE=1105.93IE=1082.88
EXCBRE=1090.10IE=1085.25
EXCBMHRE=1089.83IE=1085.73
EXCBMHRE=1089.71IE=1085.56
EXCBMHRE=1089.85IE=1084.90
EXCBMHRE=1089.62IE=1083.42 WIE=1083.22 EIE=1084.77 S
EXCBMHRE=1089.22IE=
EXCBMHRE=1088.83IE=
EXMHRE=1073.08IE:1061.98
EXMH 9RE=1066.42BUILD=10.35
EXCB MHRE=1090.63IE=1086.03
EXSAN MHRE=1091.99IE=1077.46
EXSTM MHRE=1092.08KEOKUK AVENUE12" DIPEXMHRE=1085.06IE=1073.56
BEEHIVERE=1085.76IE=1081.66
12"PVC
EXMHRE=1084.08IE=1073.13
EXCBRE=1083.84IE=1077.64(W)IE=1077.54(S)IE=1077.44(E)
12"PVC EXCBRE=1083.84IE=1078.04(N,S)IE=1078.14(W)
RE=1081.63IE=1075.63(N)IE=1076.63(S)IE=1075.93(E)
1
5
"
R
C
P 6"PVCIE=1075.28(W)IE=1059.68(N,S)
EXMHRE=1080.24IE=1059.94
EXCBRE=1079.95IE=1076.55(N)IE=1077.25(W)IE=1076.65(E)
12"
R
C
P
6"PVC12"RCPEXCBRE=1080.01IE=1077.71(E,S)IE=1076.81(W)
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WKEOKUK AVENUEC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
OUTLOT F
C.S.A.H. NO. 70 (210TH STREET)
EXMH 9RE=1066.26IE=1056.00DEPTH=10.26
325 LF - 8" PVC @ 1.75%
8" DIP
IE=1065.22
3
EXMH 500RE=1005.38IE=1083.02 96 LF - 8" PVC(SDR 35)EXMH 504RE=1091.33IE=1080.24 W,E EXMH 506RE=1089.97IE=1079.34 SIE=1079.24 W,E
EXCBMHRE=1090.39IE=1084.64 WIE=1084.08 EIE=1085.34 S
EXCBMHRE=1090.51IE=1085.91
EXCBMHRE=1090.61IE=1085.31
EXCBMHRE=1091.36IE=1086.46 WIE=1085.06 EIE=1086.36 S
EXCBMHRE=1091.49IE=1087.14
EXCBRE=1091.71IE=1087.56
EX FESIE=1083.46
EXCBMHRE=1094.95IE=1088.85 WIE=1088.70 EIE=1089.25 S
EXCBMHRE=1094.88IE=1090.63
EX FESIE=1090.19
EXCBRE=1107.05IE=1104.35 EXCBMHRE=1105.62IE=1097.02 NIE=1101.97 WIE=1097.02 SE
EXCBRE=1103.34
EXCBMHRE=1105.69IE=1099.89 WIE=1096.59 EIE=1096.44 S
EXMH 501RE=1105.93IE=1082.88 EXCBRE=1090.10IE=1085.25 EXCBMHRE=1089.83IE=1085.73
EXCBMHRE=1089.71IE=1085.56
EXCBMHRE=1089.85IE=1084.90
EXCBMHRE=1089.62IE=1083.42 WIE=1083.22 EIE=1084.77 S
EXCBMHRE=1089.22IE=
EXCBMHRE=1088.83IE=
RE=1073.08IE:1061.98
EXMH 9RE=1066.42BUILD=10.35
12"PVC
RE=1084.08IE=1073.13
EXCBRE=1083.84IE=1077.64(W)IE=1077.54(S)IE=1077.44(E)
12"PVCEXCBRE=1083.84IE=1078.04(N,S)IE=1078.14(W)
15"
R
C
P
6"PVC EXMHRE=1080.24IE=1059.94
EXCBRE=1079.95IE=1076.55(N)IE=1077.25(W)IE=1076.65(E)
12"RCP
6"PVC12"RCP
EXCBRE=1080.01IE=1077.71(E,S)IE=1076.81(W)
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
C2.01
C2.03
C2.05
C2.07
C2.02
C2.04
C2.06
C2.08 C2.09
1.SUBJECT PROPERTIES ADDRESS HAS NOT BEEN ASSIGNED, ITS PROPERTY IDENTIFICATION NUMBER IS224880000060.
2.THE GROSS AREA OF OUTLOT F IS 19.554 ACRES OR 851,768 SQUARE FEET.
3.THE SUBJECT PROPERTY IS ZONED C3-GENERAL COMMERCIAL DISTRICT.
4.THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWNON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL.
Outlot F, Morgan Square, according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
1.THE BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM, NAD83 (1986ADJUST) WITH AN ASSUMED BEARING OF NORTH 89° 29' 17" EAST FOR THE NORTH LINE OFOUTLOT F, MORGAN SQUARE, IN THE SOUTHEAST QUARTER OF SECTION 26 , TOWNSHIP 114 ,RANGE 21 . THE ORIGINATING MONUMENTS UTILIZED TO ESTABLISH THE HORIZONTAL POSITION OFTHIS SURVEY WERE THE SOUTHWEST CORNER AND THE SOUTHEAST CORNER OF SAID SECTION.
2.FIELD WORK WAS COMPLETED ON 10/09/2020.
FOUND MONUMENT
SET MONUMENTMARKED LS 47481
ELECTRIC METERLIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
FLARED END SECTIONELECTRIC TRANSFORMER
AIR CONDITIONERGUY ANCHOR
HANDICAP STALL
UTILITY POLEPOST
SIGN
TELEPHONE PEDESTALGAS METER
OVERHEAD WIRE
CHAIN LINK FENCEIRON FENCE
WIRE FENCEWOOD FENCE
EASEMENT LINESETBACK LINE
RESTRICTED ACCESS
BUILDING LINE
BUILDING CANOPY
CONCRETE CURB
BITUMINOUS SURFACE
CONCRETE SURFACE
LANDSCAPE SURFACE
DECIDUOUS TREE
CONIFEROUS TREE
1.THE VERTICAL DATUM IS BASED ON NAVD88.
BENCHMARK #1CB RIM NEAR SE CORNER OF SUBJECT PROPERTY. ELEV.=1089.62
BENCHMARK #2 CB RIM NEAR SW CORNER OF SUBJECT PROPERTY. ELEV.=1105.69
LEGEND
DESCRIPTION
PROPERTY SUMMARY
BENCHMARKS
SURVEY NOTES
SCALE IN FEET
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C2.00
EXISTINGCONDITIONSPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
EXHIBIT D
C.S.A.H. NO. 70 (210TH STREET)
8" DIP8" DIP
8" DIPSTUB & PLUGIE=1065.22
KEOKUK AVENUE200161074.19FOP MRKR B
200191073.32FOP MRKR
200201071.22FOP MRKR E
12" DIPDAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WKEOKUK AVENUEC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARKING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
NO PARKINGNO PARKINGNO PARKING207TH STREET
207TH S
T
R
E
E
T
DS
107410751076
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)207TH AVENUEFILTRATIONBASIN 5P
FILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1PR5'R4'OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
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C3.00
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINSAWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITHGRADING CONTRACTOR.
4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXITPORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS
8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE.
9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5%(1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE INANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALLREVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE ORBITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS ADISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITHGRADING CONTRACTOR.
11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.
12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
DEVELOPMENT NOTES
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
EXHIBIT F
NO PARKINGNO PARKINGL24BBLDG 7FFE=1084'L24ABLDG 6FFE=1087'
FFE=1083'G8GFE=1084.5'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)
9' (TYP)24'24'
R4'
R4
'R18'R1
8
'R4'18' (TYP)24'
6'
6'30' BUILDINGSETBACK15' PARKINGSETBACKF
24'
BB
B
BB
B
B
R18'
R18'R4'R4'R
4
'R4'R
4
'R4'R4'R4'R4
'
R4'R3'R4'
R3'
G 3.5'F
F
3.5'3.5'
I 1'H
H
J HH
10
9
4 4
11 11
3
10 11 10
K
K KTYP
TYP
TYP
FTYP
FTYP
FTYP
FTYP
F
TYP
F
30.9'80' RIGHT OF WAY37.9'30'30'30'
40.9'21.6'
4.8'
60'19.5'15' PARKINGSETBACK30' BUILDINGSETBACK5' PARKINGSETBACK
30' BUILDINGSETBACK
A
TYP
ATYP
A
TYP
ATYP
ATYP A
TYP
ATYP
A
TYP
ATYP
9'6'
F
OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.01
SITE PLAN
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
NO PARKINGNO PARKINGHC
HC
FFE=1084'
L24ABLDG 11FFE=1078.5'
L24BBLDG 12FFE=1083'G8GFE=1078.5'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
207TH STREET
207TH
S
T
RE
E
T
107410751076
207TH AVENUEFILTRATIONBASIN 5P
FILTRATIONSYSTEM 4P
8
'
39
'
FAC
E
TO
FAC
E
24'30' BUILDINGSETBACK15' PARKINGSETBACK10'SETBACK
5'SETBACK6'
24'24'24'6'
18' (TYP)9' (TYP)18'24'18'
18' (TYP)9' (TYP)F
R3'
R3
'R4'R4'R3'R4'
R
4
'
R4'R18'R
1
8
'
R4'R4'R4
'R4'R5'R4'
R42'R18'
R4
'R4'R
4
'R4'R142'R82'
B
B
B
B
B
B
24'
L
F
3.5'
I
F
F
6'3.5'3.5'
F
MONUMENTSIGN
I
J
H
J
J
H
H
7
111111
9 10
5 5
3
4
3
K
K
R2
5
'R25'R286'R247'
TYP
TYP
TYP
TYP
TYP
FTYP
F
F
F H
B
B
30.9'80' RIGHT OF WAY30'
30'
53
.
9
'
19.5'43.9'21.6'
2'
60'15.9'
2
0
.
5
'
1
1
.
5
'
B
L
VD
8
0
'
R
IGH
T
O
F
WA
Y
1
'
B
Q
Q
A
TYP
ATYP
A
TYP
ATYP
ATYP
A
TYP
ATYP
H
R20'
R40'
R25'
H
D
5'6'11.4'
34'
12.4'6'5'
F
F
10'SETBACK5'SETBACKOUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.02
SITE PLAN
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
207TH ST. WMG-PGFE=1084.5'NO PARKINGNO PARKINGNO PARKINGL24ABLDG 4FFE=1086.5'
L24ABLDG 8FFE=1084'
L24ABLDG 5FFE=1087'
FFE=1083'G8GFE=1084.5'G6
GFE=1084'
G6
GFE=1083'
G6
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
6'9' TYP18' (TYP)
6'24'11.3'
24'
6'
F
B
B
B
B
F
24'
B
B
BB
B
B
B
B
B
R4'R4'R4
'
R4'R4'R4
'R4'R4
'
R
4
'R4'R4
'R18'R1
8
'R18'R4'R4'R4'R4
'
R4'R2'R4'R4
'R3'R4'
R3'R3'R3'R130'R
1
8
'R70'R
4
'
B
B
B
G
24'
R3'R4'24'24'24'I
F
I
I
3.5'
3.5'10'
J
I
HH
J
H
H
H
3
10 11 10
11
10
1111
81010
12
22
3
1
9K
K
K
K TYP
TYP
FTYP
FTYP
FTYP
FTYP
FTYP30'30.2'
29.9'30'30.1'27'
20'60'
5'
21.4'20.4
'
19.5'60'
4.8'
21.6'45'15.5'
40.9'21.6'
4.8'
60'19.5'45'3.8
'20.7
'
32.7'
30' BUILDINGSETBACK
A
TYP
A
TYP
A
TYP
A
TYP
A
TYP
A
TYP A
TYP
ATYP
A
TYP
A
TYP
A
TYP
ATYP
A
TYP
ATYP
30' BUILDINGSETBACK
5' PARKINGSETBACK
OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.03
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
B
NO PARKINGNO PARKINGNO PARKINGHC
HC HC
HC
L24ABLDG 8FFE=1084'
L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6
GFE=1084'
G6
GFE=1083'
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
18'24'18'
18' (TYP)9' (TYP)F
R3'R3'R130'R4'R1
8
'R4'R4'R18'R
1
8
'R4'R18'R4'R4'R4'R3'R
3
'R4'R4
'
R3'
R3
'R4'R4'
R4
'R4'R
4
'R4'R142'R82'
R118'
R58'R4'R4'
R
3
'R3'R
4
'R4'R4'
R4'
R1
8
'
R4'
R4'R18'R1
8
'R70'R4'R
4
'
R
5
'
B
B
B B
B
B
B
B
B
B
B
B
B
G
G
G
24'9' TYP)18' (TYP)
24'24'41.3'24'24'
M
I
3.5'
F
I
6'
3.5'
3.5'6'
I
J
H
J
J
H
J
H
H
H
H
H
H
H
1
2
9
81111
9 9
11
7910
3
3
K
K
TYP
TYP
FTYP
FTYP
FTYP
30.1'
30.2'
46.6'19.1'27'20.4
'
19.1'45'21.6'8.8'60'17.5'
19.1'45'21.6'8.8'60'17.5'33.6'45'3.8
'20.7
'
A
TYP
ATYP
A
TYP
A
TYP
ATYP
ATYP
ATYP
A
TYP
A
TYP
10' BUILDINGSETBACK
5' PARKINGSETBACK
17' MIN WETLAND BUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
10' BUILDINGSETBACK
5' PARKINGSETBACKOUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'
KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.04
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
OUTLOT BNO PARKINGHC
L24ABLDG 3FFE=1084'
L24ABLDG 4FFE=1086.5'
G6
GFE=1083'
G6
GFE=1083'
G6GFE=1086.5'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSNO PARKINGFILTRATIONSYSTEM 2P
B
B
B
B
R4'R18'R1
8
'R18'R1
8
'R18'R70'R
4
'R4'R4'R4'R
4
'
R3'
R
2
'R3'R4'R
1
8
'
B
B
B
B
G
G
G 24'
R3'R4'24'
9' (TYP)18'
(TYP
)
24'
24'24'L
I
I
F
6'3.5'10'
J
H
J
H
H
H
H
12
22
3
1
22
6
11
8
K
TYP
FTYP
FTYP
FTYP
FTYP 70.8
'27'18'20.7'27'45'3.8
'20.7
'
32.7'
ATYP
A
TYP
ATYP
ATYP
ATYP
ATYP
30' BUILDINGSETBACK
5' PARKINGSETBACK
17' MINWETLANDBUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
10' REAR BLDGWETLAND BUFFERSETBACK
R
1
8
'
R5
'R4'OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.05
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
OUTLOT B
OUTLOT A
L24ABLDG 3FFE=1084'
G6
GFE=1083'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DSNO PARKINGFILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 5.1P
R1
8
'
R4'
R4'R18'R1
8
'R70'R4'R
4
'
R
5
'R18'R42'R18'R5'R5'R4'
R4'
R4'R4'R18'R42'R18'R18'
B
B
BB
B
B
B
B
G
G
G
G
G
G G
24'
9' (TYP)18'
(TYP
)
24'24'9' (
T
Y
P
)18' (TYP)24'C 6'4'16'41'
F
H
I
J
H
1
2
6
7
6
6
K
K
TYP
FTYP70.8
'27'45'3.8
'20.7
'
ATYP
ATYP
15' PARKINGSETBACK10' BUILDINGSETBACK17' MINWETLANDBUFFER
WETLAND BUFFER
17' MINWETLANDBUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
17' MIN WETLAND BUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
5' PARKINGSETBACKOUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9R5'R4'KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.06
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
C.S.A.H. NO. 70 (210TH STREET)
NO PARKING NO PARKINGHC
L24BBLDG 2FFE=1093.0'G6GFE=1093'DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FILTRATIONSYSTEM 6P R
5
'R4'R
4
'R18'R4'R4
'
R
1
8
'R4'R4'R4'R5'R5'
R5
'
B
B
B
B
B
B B B
G
G
G
G
G
IR4'R4'R25'R2
8
'24'28'
6'
24'
P
274'14'PET PARK C
4' HIGH BLACK VINYL-COATEDCHAIN LINK FENCE
H
J
JIH
H
7
3
5
8
10 10 8
K
TAPER 1:15
224'
FTYP
FTYP
FTYP
FTYP
71.7'61.3'21.2'
29.4'
Q
ATYP
ATYP
30' BUILDINGSETBACK
5' PARKINGSETBACK
30' BUILDINGSETBACK15' PARKINGSETBACK18'24'14'4.7'11'26.9'14'G
17' MINWETLANDBUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
17' MINWETLANDBUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
Q
Q
R5'
R1976'
R2018'
R2
0
'
S
H R20'OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:14pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.07
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'NO PARKING
CLUBHOUSEFFE=1087.0'
L24BBLDG 1FFE=1087.0'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
NO PARKINGDS
R4'R4'R18'R42'R18'R18'
R4'
R
1
8
'R4'R4
'R4'R1
8
'R4'R4
'R4'R
5
'
R5'R42'R18'R5
'R60'R
5
'
B
B
B B
B
B
B
B
B
G
G
G
24'
C 6'4'41'
F
I
F
18'28'6'
I
18'24'P
N
180'
5' DECORATIVEFENCE
4' DECORATIVEFENCE
5' DECORATIVEFENCE
FLAG POLES
MONUMENTSIGN10'J
H
J
H4
10 7
10
7
K
K
105'34.5'
TAPER 1:15
TAPER 1:15
TYP
FTYPTYP
FTYP
25'71.5'60.6'
Q
ATYP
ATYP
A
TYP
30' BUILDINGSETBACK
15' PARKINGSETBACK
25' BUILDINGSETBACK15' PARKINGSETBACK17' MINWETLANDBUFFER
10' REAR BLDGWETLAND BUFFERSETBACK
S
R
4
2
'
KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
AREAGROSS SITE AREALESS OUTLOT ALESS OUTLOT BLESS OUTLOT CLESS R-O-WNET SITE AREA
IMPERVIOUS AREAGREENSPACEPERCENTAGE IMPERVIOUS
BUILDING SETBACKSCSAH 70WEST207THEASTWETLAND
PARKING SETBACKSROW ADJACENTSIDE/REAR
ZONINGEXISTING ZONINGPROPOSED ZONING
CURRENT LAND USE DESIGNATIONPROPOSED LAND USE DESIGNATION
PROPOSED UNIT COUNTSPROPOSED BUILDINGSUNITS PER BUILDINGTOTAL UNITS PROPOSED
PARKING SUMMARYSTALLS REQUIRED
STANDARD STALLS PROVIDEDACCESSIBLE STALLS PROVIDEDGARAGE STALLS PROVIDEDTOTAL STALLS PROVIDEDTOTAL STALL RATIO
WETLAND SUMMARYWETLAND IMPACT AREATEMPORARY WETLAND IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
DEVELOPMENT SUMMARY
833,612 SF19.14 AC122,948 SF 2.82 AC53,861 SF 1.24 AC6,495 SF 0.15 AC42,750 SF 0.98 AC607,558 SF13.95 AC
9.91 AC8.25 AC54.6%
30 FEET 30 FEET 30 FEET10 FEET10 FEET
15 FEET 5 FEET
C-3 AND RH-2M-1
COMMERCIAL AND HIGH DENSITY RESIDENTIALHIGH DENSITY RESIDENTIAL
1224288
2.5 STALLS/ UNIT
488 STALLS17 STALLS70 STALLS575 STALLS2.00 STALLS/UNIT
0.20 AC0.16 AC1.46 AC1.54 AC
17'25'
20'10'
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:15pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.08
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
C.S.A.H. NO. 70 (210TH STREET)12" DIPDAKOTA COUNTY RD R.O.W. MAP 300 & 300A KEOKUK AVENUENO PARKINGFILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
R4'R18'R42'R18'R18'
R4'
R1
8
'R4'R4
'R4'R1
8
'R4'B
B
B24'G
18'28'6'
I
H
10
7
R20'R2
0
'28'60.6'
Q
Q
30' BUILDINGSETBACK
15' PARKINGSETBACK
EDGE OFBITUMINOUS
B
Q
MNDOTSTANDARD PLATENO. 7113A
S
96'5'R
4
2
'R8.5'R13.5'
LEGEND
EASEMENTCURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
DEVELOPMENT SUMMARY
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
KEY NOTES
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER
C.MAIL KIOSK (SEE ARCHITECTURAL PLANS)
D.CONCRETE APRON
E.FLAT CURB SECTION
F.CONCRETE SIDEWALK
G.SEGMENTAL BLOCK RETAINING WALL
H.ACCESSIBLE RAMP
I.ACCESSIBLE STALL STRIPING
J.ACCESSIBLE PARKING SIGN
K.TRANSFORMER (SEE ARCHITECTURAL PLANS)
L.BBQ PATIO AMENITY SPACE (SEE ARCHITECTURAL PLANS)
M.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
N.POOL (SEE ARCHITECTURAL PLANS)
O.BITUMINOUS PATH
P.DECORATIVE FENCE (SEE ARCHITECTURAL PLANS)
Q.MATCH EXISTING
R.COMMERCIAL DRIVEWAY ENTRANCE (SEE DETAILS, SHEET C9.1)
S.B-618 CONCRETE CURB AND GUTTER
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:15pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.09
SHARED ACCESSDRIVE SITEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
C.S.A.H. NO. 70 (210TH STREET)
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WOUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARKING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'NO PARKINGNO PARKINGNO PARKING207TH STREET
207TH S
T
R
E
E
T
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)
LEGEND
EASEMENT
CURB & GUTTER
BUILDINGRETAINING WALL
FENCE
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
WETLAND LIMITSTREELINE
CONCRETE SIDEWALK
DEVELOPMENT SUMMARY
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
47.5
8 18.75 4.583
Fire Truck - LadderOverall Length 47.500ftOverall Width 8.330ftOverall Body Height 7.745ftMin Body Ground Clearance 0.656ftTrack Width 8.167ftLock-to-lock time 5.00sMax Wheel Angle 45.00°
C.S.A.H. NO. 70 (210TH STREET)
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WOUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARKING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'NO PARKINGNO PARKINGNO PARKING207TH STREET
207TH S
T
R
E
E
T
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)
SCALE IN FEET
0 16080
NORTH
May 21, 2021 - 1:15pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-TURN.dwg
C3.10
FIRE TURNINGMOVEMENTS
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
EXHIBIT G
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A
C.S.A.H. NO. 70 (210TH STREET)
NO PARKING MG-PGFE=1084.5'NO PARKINGNO PARKINGNO PARKING
HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
G6
GFE=1084'
G6
GFE=1083'
G6
GFE=1083'
G6GFE=1086.5'G6GFE=1093'DSDS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS DS DS DS DS DS DS
DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
NO PARKINGNO PARKINGNO PARKINGDS
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1PR5'R4'OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
R5'R4'LEGEND
EASEMENTCURB & GUTTER
BUILDING
RETAINING WALL
FENCE
NUMBER OF PARKINGSTALLS PER ROW
SIGN
STANDARD DUTYASPHALT PAVING
HEAVY DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
XX
XX
CONCRETE SIDEWALK
DEVELOPMENT SUMMARY
PAVEMENT BY OTHERS(SEE ARCHITECTURALPLANS)
UNDERGROUNDDETENTION BASIN
150' HYDRANT RADIUS
WETLAND BUFFER
WETLAND BUFFERWETLAND IMPACT
TEMPORARYWETLAND IMPACT
SCALE IN FEET
0 8040
NORTH
May 21, 2021 - 1:15pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C3-SITE.dwg
C3.11
WETLANDOVERVIEW
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINSAWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITHGRADING CONTRACTOR.
4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXITPORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS
8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE.
9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5%(1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE INANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALLREVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE ORBITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS ADISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITHGRADING CONTRACTOR.
11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.
12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
DEVELOPMENT NOTES
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
WETLAND SUMMARYWETLAND IMPACT AREAWETLAND TEMPORARY IMPACT AREA25' AVERAGE WETLAND BUFFER REQURIEDAVERAGE BUFFER WETLAND PROVIDED
MINIMUM WETLAND BUFFERAVERAGE WETLAND BUFFER
REAR BUILDING WETLAND BUFFER SETBACKSIDE BUILDING WETLAND BUFFER SETBACK
0.20 AC0.16 AC1.46 AC1.47 AC
17'25'
20'10'
WETLAND SUMMARY
10' WETLAND BUILDINGSETBACK LINE
10' WETLAND BUILDINGSETBACK LINE
10' WETLAND BUILDINGSETBACK LINE
10' WETLAND BUILDINGSETBACK LINE
10' WETLAND BUILDINGSETBACK LINE
10' WETLAND BUILDINGSETBACK LINE
10' WETLAND BUILDINGSETBACK LINE
17' MINIMUM BUFFER
17' MINIMUM BUFFER
17' MINIMUM BUFFER
17' MINIMUM BUFFER
17' MINIMUM BUFFER
17' MINIMUM BUFFER
17' MINIMUM BUFFER
WETLAND IMPACTAREA: 6,591 SF
TEMPORARY WETLANDIMPACT AREA: 3,148 SF
TEMPORARY WETLANDIMPACT AREA: 3,605 SF
WETLAND IMPACTAREA: 1,812
WETLAND IMPACTAREA: 65 SF
WETLAND IMPACTAREA: 82 SF
WETLAND IMPACTAREA: 17 SF
EXHIBIT H
200161074.19FOP MRKR B
200191073.32FOP MRKR
200201071.22FOP MRKR E
OUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARKING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
NO PARKINGNO PARKINGNO PARKING207TH STREET
207TH S
T
R
EE
T
DS
107410751076
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)207TH AVENUEFILTRATIONBASIN 5P
FILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1P
CROSS SECTION XS6SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILSCROSS SECTION XS5SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS4SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS3SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILSCROSS SECTION XS2SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
OUTLOT B
OUTLOT C
OUTLOT A
C4.1
C4.3
C4.5
C4.7
C4.2
C4.4
C4.6
C4.8 C4.9
902.5X902
SPOT ELEVATION
CONTOUR
RIP RAPOVERFLOW ELEV.
CURB & GUTTER
BUILDING
RETAINING WALL
PROPERTY LIMIT
EXISTINGPROPOSED
LEGEND
WETLAND LIMITS
TREELINE
STORM SEWER
SOIL BORINGS
DRAINTILE
EOF
902.5
D
BASIN SUMMARY
BASIN BOTTOM 10 YR - HWL 100 YR - HWL
2P 1077.00 1079.54 1080.82
4P 1072.70 1074.37 1076.66
5P 1073.50 1075.95 1076.44
5.1P 1076.00 1077.36 1077.51
5.2P 1076.00 1077.76 1078.34
6P 1085.50 1087.52 1087.87
8P 1078.00 1079.91 1081.51
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C4.00
GRADING PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTIONAND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATIONCENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THELOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROMTHE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
EXHIBIT I
C.S.A.H. NO. 70 (210TH STREET)KEOKUK AVENUE200161074.19FOP MRKR B
200191073.32FOP MRKR
200201071.22FOP MRKR E
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WKEOKUK AVENUEC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
RUN OFF-50.34 AC
EX-115.07 AC
RUN OFF-32.01 AC
RUN OFF-21.50 ACRUN ON-71.84 AC
RUN OFF-40.63 AC
RUN ON-616.28 AC
SBSB
TEMP DITCHELEV:1094.8
TEMP DITCH145 LF @ 1.66%
CONSTRUCT TEMPORARY DIVERSION DITCH TO DIRECTRUN OFF TO TEMPORARY SEDIMENT BASIN @ MIN 0.26%CONSTRUCT BERM ON SOUTH AND EAST SIDE OF DITCH(SEE DETAIL, SHEET C9.06)
TEMP DITCHELEV:1092.4
TEMP DITCHELEV:1084.04TEMP DITCH267 LF @ 3.18%
TEMP DITCHELEV:1094.1
TEMP DITCHELEV:1093.2
TEMP DITCHELEV:1083.0
TEMP DITCH339 LF @ 0.27%
TEMP DITCH463 LF @ 2.20%
CONSTRUCT TEMPORARY DIVERSION DITCH TO DIRECTRUN OFF TO TEMPORARY SEDIMENT BASIN @ MIN 0.26%CONSTRUCT BERM ON EAST SIDE OF DITCH(SEE DETAIL, SHEET C9.06)
IP2 IP2 IP2 IP2 IP2 IP2
SBSB
NOTE TO CONTRACTOR: LIMITS OF DISTURBANCE SHOWN ASOFFSET 2' FOR LEGIBILITY.
NOTE TO CONTRACTOR: LIMITS OF DISTURBANCE SHOWN ASOFFSET 2' FOR LEGIBILITY.
IP2IP2
IP2
IP2
OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
C5.01
C5.03
C5.05
C5.07
C5.02
C5.04
C5.06
C5.08 C5.09
SBSB
SBSB
NOTE TO CONTRACTOR: LIMITS OF DISTURBANCESHOWN AS OFFSET 2' FOR LEGIBILITY.
NOTE TO CONTRACTOR: LIMITS OFDISTURBANCE SHOWN AS OFFSET 2' FORLEGIBILITY.
TEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OFOVERLAND FLOW
TEMPORARY DIVERSIONDITCH
LIMITS OF DRAINAGESUB-BASIN
INLET PROTECTION DEVICE
TEMPORARY STONECONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
CONTOUR
RIP RAP
CHECK DAM
SILT FENCE
SOIL BORINGS
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
EROSION CONTROL MATERIALSQUANTITIES
ITEM UNIT QUANTITY
SILT FENCE LINEAR FEET 6,900
SILT DIKE LINEAR FEET 0
BIO-ROLL LINEAR FEET 0
CONSTRUCTION ENTRANCE UNIT 2
INLET PROTECTION DEVICE (IP-1)UNIT 0
INLET PROTECTION DEVICE (IP-2)UNIT 10
SILT DIKE
BIO-ROLL
LEGEND
NOTE TO CONTRACTOR
EOF902.5
D
902
* REFER TO SHEET C5.20 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILS
IPX
TEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OFOVERLAND FLOW
TEMPORARY DIVERSIONDITCH
LIMITS OF DRAINAGESUB-BASIN
INLET PROTECTION DEVICE
TEMPORARY STONECONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
CONTOUR
RIP RAP
CHECK DAM
SILT FENCE
SOIL BORINGS
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
SILT DIKE
BIO-ROLL
LEGEND
NOTE TO CONTRACTOR
EOF902.5
D
902
IPX
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C5.00
PHASE 1EROSIONCONTROL PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
C.S.A.H. NO. 70 (210TH STREET)KEOKUK AVENUE200161074.19FOP MRKR B
200191073.32FOP MRKR
200201071.22FOP MRKR E
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WKEOKUK AVENUEC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARK
ING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'
1086
108210
9
01090 10831080108010851081108210831083
1083
10831
0
8
3
108
3 108310841
0
9
5
10
9
11092109610931
0
9
81097
110
4
1088 10801085
10901095
108210831084
10861087108810891091109210931094109610971098
1099108010791081 10781081
108410771081
10841083
1084
1083 10831084 1084
108
6
10861091
1088
1095110010931094109610971098109911011102 1075
10
8
0
1
0
8
5
1
0
9
0
10
7
31074
107610761076107610761077107810
7
9
10
8
110821
0
8
3
1
0
8
4
1
0
8
6
1
0
8
7
1
0
8
8
1
0
8
9
1
0
9
110921093
108010781078107910791079108110821085108310831083108410841084
108510831084108410841086109010861087108810891091
1085108610861086 1085108410841076107710781079
1075
10711072107310741076107710801078107910811082108310811082
1082
1083 10831083108010
7
8
10
7
9
107510761077107
5
108
0
1074
107
6
107
7107
8
107
9
108
1G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
1083
10851086 NO PARKINGNO PARKINGNO PARKING1
085
10
8
510851080107710821081107
9
1084108210801079107810811083
10831084 1084
108610871088207TH STREET
207TH ST
R
E
E
T
1090
1095
1100
1105108710881089
109110921093109410961097109810991101110211031104
DS
107410751076
1080
107710781079
10801085107910811082108310841086
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)207TH AVENUEFILTRATIONBASIN 5P
FILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1P
IP1IP2
IP1IP2
IP1IP2 IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2 IP1IP2
IP1IP2
IP1IP2
IP1IP3
IP1IP2
IP1IP3
IP1IP3
IP1IP3 IP1IP2
IP1IP2
IP1IP2 IP1IP2 IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2 IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP1IP2
IP2IP2
IP2 IP2IP2IP2 IP2
IP1IP3
IP1IP3
IP1IP3 IP1IP3 IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3IP1IP3
IP1IP3
IP1IP3 IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3 IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3 IP1IP2
IP1IP2
IP1IP3IP1IP3IP1IP3IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3
IP1IP3
IP1IP3IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3
IP1IP3IP1IP3
IP1IP3IP1IP3
IP1IP3IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3IP1IP3IP1IP3
IP1IP3
IP1IP3
IP1IP3 IP1IP3 IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3
IP1IP3IP1IP3
IP1IP3IP1IP3
IP1IP3 IP1IP3
IP1IP3
IP1IP3IP1IP3 IP1IP3
IP1IP3
IP1IP3IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3
IP1IP3 IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3IP1IP3
IP1IP3IP1IP2
IP1IP3
IP1IP3
IP1IP3 IP1IP3
IP1IP3
IP1IP3
IP1IP3IP1IP3IP1IP3IP1IP3
IP1IP3
IP1IP3
NOTE TO CONTRACTOR: LIMITS OFDISTURBANCE SHOWN AS OFFSET 2' FORLEGIBILITY.
IP1IP3
IP1IP2
IP1IP2
IP1IP2IP1IP2
IP1IP2
NOTE TO CONTRACTOR: LIMITS OFDISTURBANCE SHOWN AS OFFSET 2' FORLEGIBILITY.
IP2
IP2
OUTLOT B
OUTLOT C
OUTLOT A
C3.1
C3.3
C3.5
C3.7
C3.2
C3.4
C3.6
C3.8 C3.9
C5.11
C5.13
C5.15
C5.17
C5.12
C5.14
C5.16
C5.18 C5.19
TEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OFOVERLAND FLOW
TEMPORARY DIVERSIONDITCH
LIMITS OF DRAINAGESUB-BASIN
INLET PROTECTION DEVICE
TEMPORARY STONECONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
CONTOUR
RIP RAP
CHECK DAM
SILT FENCE
SOIL BORINGS
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
SILT DIKE
BIO-ROLL
LEGEND
NOTE TO CONTRACTOR
EOF902.5
D
902
* REFER TO SHEET C5.20 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILS
IPX
TEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OFOVERLAND FLOW
TEMPORARY DIVERSIONDITCH
LIMITS OF DRAINAGESUB-BASIN
INLET PROTECTION DEVICE
TEMPORARY STONECONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
CONTOUR
RIP RAP
CHECK DAM
SILT FENCE
SOIL BORINGS
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
EROSION CONTROL MATERIALSQUANTITIES
ITEM UNIT QUANTITY
SILT FENCE LINEAR FEET 8,800
EROSION CONTROL BLANKET SY 1,200
CONSTRUCTION ENTRANCE UNIT 2
INLET PROTECTION DEVICE (IP-1)UNIT 158
INLET PROTECTION DEVICE (IP-2)UNIT 49
INLET PROTECTION DEVICE (IP-3)UNIT 118
SILT DIKE
BIO-ROLL
LEGEND
NOTE TO CONTRACTOR
EOF902.5
D
902
IPX
TEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS)
SCALE IN FEET
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May 21, 2021 - 1:19pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C5-EROS.dwg
C5.10
PHASE 2EROSIONCONTROL PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
EXHIBIT J
C.S.A.H. NO. 70 (210TH STREET)
EXMH 9RE=1066.26IE=1056.00DEPTH=10.26
399.3 LF - 8" PVC @ 2.05%8" DIP325 LF - 8" PVC @ 1.75%
8" DIP
8" DIPSTUB & PLUGIE=1065.22
EXMH 500RE=1005.38IE=1083.02
39 LF - 8" PVC(SDR 26) @ 0.40%
EXMH 501RE=1005.88IE=1082.86 WIE=1082.76 E
330 LF - 8" PVC(SDR 26) @ 0.40%300 LF - 8" PVC(SDR 35) @ 0.40%250 LF - 8" PVC(SDR 35) @ 0.40%
350 LF - 8" PVC(SDR 35) @ 0.40%
96 LF - 8" PVC(SDR 35) @ 0.40%
EXMH 503RE=1096.34IE=1081.54 SIE=1081.44 W,E
EXMH 504RE=1091.33IE=1080.24 W,E
EXMH 506RE=1089.97IE=1079.34 SIE=1079.24 W,E EXMH 507RE=1091.48IE=1077.84 W,E
EXMH 50226 LF 8" PVC (SDR 35)@ 0.40% WITH 8" PLUGIE=1081.64
EXMH 50520 LF 8" PVC (SDR 35)@ 0.40% WITH 8" PLUGIE=1079.42
EXMH 501RE=1105.93IE=1082.88
EXMHRE=1073.08IE:1061.98
EXMH 9RE=1066.42BUILD=10.35
EXSAN MHRE=1091.99IE=1077.46 KEOKUK AVENUE200161074.19FOP MRKR B
200191073.32FOP MRKR
200201071.22FOP MRKR E
12" DIPEXMHRE=1085.06IE=1073.56 EXMHRE=1084.08IE=1073.13
EXMHRE=1080.88IE=1075.28(W)IE=1059.68(N,S)
EXMHRE=1080.24IE=1059.94
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WKEOKUK AVENUEC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARK
ING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
NO PARKINGNO PARKINGNO PARKING207TH STREET
207TH S
T
R
E
E
T
DS
107410751076
207TH AVENUE FILTRATIONBASIN 5P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1P
FUTURE PONDEXPANSION
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)
FILTRATION BASIN P8BASIN BOTTOM=1078BASIN TOP=1082.5100-YR HWL 1080.92
WET TAP & CONNECT TOEXISTING 12" WATERMAIN8" GATEVALVE
28.5 LF OF 6"DRAIN TILE @ 0.5%
CLEAN OUTIE=1074.40(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1074.52(SEE DETAIL,SHEET 9.03)34LF OF 6"DRAIN TILE @ 0.5%
CLEAN OUTIE=1071.0(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1072.63(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1072.76(SEE DETAILSHEET 9.03)
CLEAN OUTIE=1071.14(SEE DETAIL,SHEET 9.03)32 LF OF 6"DRAIN TILE @ 0.5%CLEAN OUTIE=1069.82(SEE DETAIL,SHEET 9.03)474 LF OF 12"PVC SCH 40 @ 0.25%130 LF OF 12"PVC SCH 40 @ 0.91%26 LF OF 12"DRAIN TILE @ 0.25%
CLEAN OUTIE=1071.0(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1071.16(SEE DETAIL,SHEET 9.03)54 LF OF 6"DRAIN TILE @ 0.5%CLEAN OUTIE=1073.21(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1073.48(SEE DETAIL,SHEET 9.03
123 LF OF 12"PVC SCH 40 @ 0.79%
CLEAN OUTIE=1083.35(SEE DETAIL,SEE SHEET 9.03)29 LF OF 6"DRAIN TILE @ 0.5%CLEAN OUTIE=1083.2(SEE DETAIL,SEE SHEET 9.03)
137 L
F
O
F
1
2
"
PVC
S
C
H
4
0
@
0
.
2
0
%
TYP. ALL(SEE DETAIL,SHEET 9.05)
TYP. ALL(SEE DETAIL,SHEET 9.05)TYP. ALL(SEE DETAIL,SHEET 9.03)320 LF OF 12"PVC SCH 40 @ 0.035%26.5 LF OF 6"DRAIN TILE @ 0.5%TYP. ALL(SEE DETAIL,SHEET 9.05)170 LF OF 12"
PVC SCH 40 @
0
.
0
3
5
%TYP. ALL(SEE DETAIL,SEE SHEET 9.05)TYP. ALL(SEE DETAIL,SHEET 9.05)80 LF OF 6"DRAINTILE @ 0.5%
80 LF OF 6"
DRAINTILE @ 0.5%36 LF OF 8"PVC SCH 40 @ 0.2%IE=1074.40IE=1074.39
IE=1074.80
IE=1074.79
CROSS SECTION XS6SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILSCROSS SECTION XS5SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS4SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS3SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS2SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
OUTLOT B
OUTLOT C
OUTLOT A
C6.3
C6.5
C6.7
C6.2
C6.4
C6.6
C6.8 C6.9
C6.1
WET TAP & CONNECT TOEXISTING 12" WATERMAIN8" GATEVALVE
28.5 LF OF 6"DRAIN TILE @ 0.5%
CLEAN OUTIE=1074.40(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1074.52(SEE DETAIL,SHEET 9.03)34LF OF 6"DRAIN TILE @ 0.5%
CLEAN OUTIE=1071.0(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1072.63(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1072.76(SEE DETAILSHEET 9.03)
CLEAN OUTIE=1071.14(SEE DETAIL,SHEET 9.03)
32 LF O
F
6
"DRAIN TILE @ 0.5%CLEAN OUTIE=1069.82(SEE DETAIL,SHEET 9.03)
474 LF O
F
1
2
"PVC SCH 40 @ 0.25%130 LF OF 12"PVC SCH 40 @ 0.91%26 LF OF 12"DRAIN TILE @ 0.25%CLEAN OUTIE=1071.0(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1071.16(SEE DETAIL,SHEET 9.03)54 LF OF 6"
DRAIN TILE
@
0.5
%
CLEAN OUTIE=1073.21(SEE DETAIL,SHEET 9.03)
CLEAN OUTIE=1073.48(SEE DETAIL,SHEET 9.03
123 LF OF 12"PVC SCH 40 @ 0.79%
CLEAN OUTIE=1083.35(SEE DETAIL,SEE SHEET 9.03)29 LF OF 6"DRAIN TI
L
E
@
0
.
5
%
CLEAN OUTIE=1083.2(SEE DETAIL,SEE SHEET 9.03)
137 LF OF
1
2
"PVC SCH 40
@
0
.
2
0
%
TYP. ALL(SEE DETAIL,SHEET 9.05)
TYP. ALL(SEE DETAIL,SHEET 9.05)
TYP. ALL(SEE DETAIL,SHEET 9
.
0
3
)
320 LF
O
F
1
2
"PVC SCH 40 @ 0.035%26.5 LF OF 6"DRAIN TILE @ 0.5%TYP. ALL(SEE DET
A
I
L
,SHEET 9.05)
170 LF OF 12"PVC SCH 40 @ 0.035%
TYP. ALL(SEE DETA
I
L
,SEE SHEET 9.0
5
)
TYP. ALL
(SEE DETAIL,SHEET 9.
0
5
)
80 LF OF 6"DRAINTILE @ 0.5%
80 LF OF 6"DRAINTILE @ 0.5%36 LF OF 8"PVC SCH 40
@ 0.2%
IE=1074.40IE=1074.39 IE=1074.80IE=1074.79
CROSS SECTION XS6SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILSCROSS SECTION XS5SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS4SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS3SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
CROSS SECTION XS2SEE STORMWATERMANAGEMENT PLANFOR MORE DETAILS
TELEPHONE
ELECTRICGAS LINE
FORCEMAIN (SAN.)
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWERCURB & GUTTER
DRAINTILE
DS SSLS
LEGEND
HYDRANT RADIUS FORDISTANCE OF USE ONLY
SCALE IN FEET
0 16080
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Jan 10, 2022 - 8:31am - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-C6-UTIL.dwg
C6.00
STORMWATERAND UTILITYPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
Registration No.Date:
I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.
If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.
02/05/202143505George D. Abernathy
02/05/21 JM Preliminary Submittal
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESESPECIFICATIONS.
1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.
1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TOOR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THECITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR.
1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEETBETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN
(BUILDING, STORM AND SANITARY) CROSSINGS.
2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.
2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
2.2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE.
2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TOASTM D2665.
2.3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.
2.3.1.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.
2.3.2.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAINJOINTS PER CITY STANDARDS.
2.4.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHTGASKETS, UNLESS NOTED OTHERWISE.
2.4.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40CONFORMING TO ASTM D2665.
2.5.RIP RAP SHALL BE Mn/DOT CLASS 3.
3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITHMECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION.
4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARETO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED.
5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELDSOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THECONSTRUCTION PHASES OF THIS PROJECT.
6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THEJOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OFCONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTIONSHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACEDBENEATH THE SOD.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICESSUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
9.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THEPURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THESOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILSTESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER.
A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:
COMPANY: ___________________________________________ADDRESS: ____________________________________________PHONE: _______________________________________________DATED: _______________________________________________
CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.
10.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASINSTRUCTURES TO SAMBATEK, INC. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWINGREVIEW.
11.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOREACH STORM SEWER STRUCTURE.
12.THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS ISFOR INFORMATIONAL PURPOSES ONLY AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS ANDTHE SYSTEM ELEVATIONS. THE CONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALL SUBMITDESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THEDESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION. THEDRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT ISCONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION, DESIGNCALCULATIONS AND BEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM. FOLLOWINGCONSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEERINDICATING THEY OBSERVED THE INSTALLATION AND THE INSTALLATION OF THE STORMWATER SYSTEMWAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS.
UTILITY CONSTRUCTION NOTES
EXHIBIT K
C.S.A.H. NO. 70 (210TH STREET)KEOKUK AVENUEDAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WKEOKUK AVENUEC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARK
INGNO PARKINGNO PARKING
NO PARKINGNO PARKINGNO PARKINGNO PARKING
NO PARK
ING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'
1086
108210
9
01090 10831080108010851081108210831083
1083
10831
0
8
3
108
3 108310841
0
9
5
10
9
11092109610931
0
9
81097
110
4
1088 10801085
10901095
108210831084
10861087108810891091109210931094109610971098
1099108010791081 10781081
108410771081
10841083
1084
1083 10831084 1084
108
6
10861091
1088
1095110010931094109610971098109911011102 1075
10
8
0
1
0
8
5
1
0
9
0
10
7
31074
107610761076107610761077107810
7
9
10
8
110821
0
8
3
1
0
8
4
1
0
8
6
1
0
8
7
1
0
8
8
1
0
8
9
1
0
9
110921093
108010781078107910791079108110821085108310831083108410841084
108510831084108410841086109010861087108810891091
1085108610861086 1085108410841076107710781079
1075
10711072107310741076107710801078107910811082108310811082
1082
1083 10831083108010
7
8
10
7
9
107510761077107
5
108
0
1074
107
6
107
7
107
8
107
9
108
1G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
1083
10851086 NO PARKINGNO PARKINGNO PARKING1
085
10
8
510851080107710821081107
9
1084108210801079107810811083
10831084 1084
108610871088207TH STREET
207TH S
T
R
E
E
T
1090
1095
1100
1105108710881089
109110921093109410961097109810991101110211031104
DS
107410751076
1080
107710781079
10801085107910811082108310841086
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)207TH AVENUEFILTRATIONBASIN 5P
FILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1P
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BH BH5
2AB
1HT
BL2
10BH BH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BH BH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
SCALE IN FEET
0 16080
NORTH
May 21, 2021 - 1:23pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.01
LANDSCAPEOVERVIEW
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
TREE SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal 11
SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal 5
BE Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal 4
HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal 8
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal 18
KC Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2.5"Cal 7
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 6
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 7
CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
NS Picea abies / Norway Spruce B & B 8`5
BS Picea glauca densata / Black Hills Spruce B & B 8`11
WP Pinus strobus / White Pine B & B 6`4
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal 6
SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal 16
PLANT SCHEDULE
EXHIBIT L
NO PARKINGNO PARKINGL24BBLDG 7FFE=1084'L24ABLDG 6FFE=1087'
FFE=1083'
1
0
8
5
1
0
9
0
10821
0
8
3
1
0
8
4
1
0
8
6
1
0
8
7
1
0
8
8
1
0
8
9
1
0
9
110921093
10851083108310831084108410841086108610851084108210831083G8GFE=1084.5'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)
36MK
1KC
BS2
2SS
6BH
10BH BH5
2AB
1HT
SS1
1SS
SS1
1SS
SG1 HL1HL1
1SO
1SO
SG1
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BH BH5
2AB
1HT
BL2
10BH BH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BH BH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:23pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.02
LANDSCAPEPLAN
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
KC Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2.5"Cal
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal
CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE
BS Picea glauca densata / Black Hills Spruce B & B 8`
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
MK Syringa patula `Miss Kim` / Miss Kim Lilac 5 gal
PLANT SCHEDULE L1.02
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
IE=1065.22
OUTLOT C
NO PARKINGNO PARKINGHC
HC
FFE=1084'
L24ABLDG 11FFE=1078.5'
L24BBLDG 12FFE=1083'
1075
10
8
0
10
7
3
10741076107610761076
10761077107810
7
9
10
8
1
10821
0
8
3
10801078107810791079107910811082
108210831083 108010
7
8
10
7
9
107510761077G8GFE=1078.5'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
207TH STREET
207TH
S
T
RE
E
T
107410751076
207TH AVENUEFILTRATIONBASIN 5P
FILTRATIONSYSTEM 4P
BL1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MK
HL1
HL1
TS10
LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BH BH10
BH11
1HT
BS4
NS2
WP2
WP2
C.S.A.H. NO. 70 (210TH STREET)
8" DIP
IE=1065.22
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A207TH ST. WC.S.A.H. NO. 70 (210TH STREET)
OUTLOT B
OUTLOT C
OUTLOT A
NO PARKING MG-PGFE=1084.5'NO PARKING
NO PARKING NO PARKING
NO PARKI
N
G
NO PARKIN
G
NO PARKINGNO PARKI
N
G
NO PARKING
NO PARKING
HC
HC
HC
HC HC
HC
CLUBHOUSEFFE=1087.0'
L24BBLDG 2FFE=1093.0'
L24ABLDG 3FFE=1084'
L24BBLDG 1FFE=1087.0'
L24ABLDG 4FFE=1086.5'
L24BBLDG 7FFE=1084'
L24ABLDG 11FFE=1078.5'
L24ABLDG 6FFE=1087'
L24ABLDG 8FFE=1084'
L24BBLDG 12FFE=1083'
L24ABLDG 5FFE=1087'L24ABLDG 10FFE=1078.5'L24ABLDG 9FFE=1083'
1086
108210
9
01090 10831080108010851081108210831083108310831
0
8
3
108
31083
10841
0
9
5
10
9
11092109610931
0
9
81097110
4
1088 10801085
10901095
108210831084108610871088108910911092109310941096109710981099 108010791081 10781081
108410771081
108410831084108310831084 1084
108
61086109110881095110010931094109610971098109911011102107510
8
0
1
0
8
5
1
0
9
0
10
7
31074107610761076107610761077107810
7
9
10
8
110821
0
8
3
1
0
8
4
1
0
8
6
1
0
8
7
1
0
8
8
1
0
8
9
1
0
9
110921093
108010781078107910791079108110821085108310831083108410841084
108510831084108410841086109010861087108810891091
1085108610861086 1085108410841076107710781079
1075107110721073107410761077108010781079108110821083108110821082108310831083108010
7
8
10
7
9
107510761077107
5108
0
1074107
6
107
7
107
8
107
9108
1G8GFE=1084.5'G8GFE=1084.5'G8GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6GFE=1084'
G6GFE=1083'
G6GFE=1083'
G6GFE=1086.5'G6GFE=1093'DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS DS
DS DS
DS DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS
DSDS
DS
DS
DS
DS DS
DS
108310851086 NO PARKIN
G
NO PARKING
NO PARKING
10
85
10
8
510851080107710821081107
9
1084108210801079107810811083108310841084
108610871088207TH STREET
207TH STREET
1090109511001105108710881089109110921093109410961097109810991101110211031104
DS
107410751076
108010771078107910801085107910811082108310841086
FUTURE EXTENSION OF 207TH AVENUE(BY OTHERS)207TH AVENUEFILTRATIONBASIN 5P
FILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 6P
FILTRATIONSYSTEM 5.1P
36MK1KC
BS2
2SS
6BH
10BHBH5
2AB
1HT
BL2
10BHBH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BHBH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9 8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29
6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2BE3HB1KC1KC12KCKC1KC1
SCALE IN FEET
0 4020
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May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.03
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal
CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE
NS Picea abies / Norway Spruce B & B 8`
BS Picea glauca densata / Black Hills Spruce B & B 8`
WP Pinus strobus / White Pine B & B 6`
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
TS Spiraea betulifolia `Tor` / Birchleaf Spirea 5 gal
MK Syringa patula `Miss Kim` / Miss Kim Lilac 5 gal
GRASSES CODE BOTANICAL / COMMON NAME CONT
LBS Schizachyrium scoparium `Blue Heaven` / Blue Heaven Little Bluestem 1 gal
PLANT SCHEDULE L1.03
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
207TH ST. WMG-PGFE=1084.5'NO PARKINGNO PARKINGNO PARKINGL24ABLDG 4FFE=1086.5'
L24ABLDG 8FFE=1084'
L24ABLDG 5FFE=1087'
FFE=1083'
108
310851083108410841084108610901088108910911084 1082
1082
1083
G8GFE=1084.5'G6
GFE=1084'
G6
GFE=1083'
G6
DS
DS
DS
DS
DS
DS
DS
DSDS
DS DS DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
FILTRATIONSYSTEM 2P
10BH BH5
2AB
1HT
BL2
10BH BH10
4SS
6BH BH12 BH6
7BH
3HL
HB2
1SS
SS1
1SS
SS1
SS1
BH11
1SO
1SO
1SO
1SO
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BH BH5
2AB
1HT
BL2
10BH BH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BH BH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
SCALE IN FEET
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May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.04
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL
AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal
SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
PLANT SCHEDULE L1.04
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
NO PARKINGNO PARKINGNO PARKINGHC
HC HC
HC
L24ABLDG 8FFE=1084'
L24ABLDG 10FFE=1078.5'
L24ABLDG 9FFE=1083'
10831083
108
3 10831075
10711072
1073
1074
1076
107710801078107910811082108310811082
1082
1083 GFE=1078.5'G8GFE=1078.5'G8GFE=1078.5'G6
GFE=1084'
G6
GFE=1083'
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
FILTRATIONSYSTEM 4P
BE1
2BS
HB1
HL4
1SS
SS1
1SS
SS1
SS1 10BH BH10
BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
5SCA
ACA1
CRA6 2SDI
1ACA
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BHBH5
2AB
1HT
BL2
10BHBH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BHBH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.05
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal
HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE
BS Picea glauca densata / Black Hills Spruce B & B 8`
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal
SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
ACA Amelanchier canadensis / Canadian Serviceberry 5 gal
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
SCA Sambucus canadensis / American Elderberry 5 gal.
PLANT SCHEDULE L1.05
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
OUTLOT BNO PARKINGHC
L24ABLDG 3FFE=1084'
L24ABLDG 4FFE=1086.5'
1086 10851083
10831
0
8
3
108
3
10841080
1079
108110811086108710881089108510861084 1076
1077
1078
1079
G6
GFE=1083'
G6
GFE=1083'
G6GFE=1086.5'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSNO PARKING1080
107710781079
1080
1085
10791081108210831084
1086
FILTRATIONSYSTEM 2P
3HL
HB2
HT1
1AB
1AB
2CRA 4SCA 1SDI 1ACA
2SDI
3CRA
SDI3
3CRA
2SDI
ACA2
SDI2
1SO
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BH BH5
2AB
1HT
BL2
10BH BH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BH BH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
SCALE IN FEET
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L1.06
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL
AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal
HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
ACA Amelanchier canadensis / Canadian Serviceberry 5 gal
CRA Cornus racemosa / Gray Dogwood 5 gal
SDI Salix discolor / Pussy Willow 5 gal
SCA Sambucus canadensis / American Elderberry 5 gal.
PLANT SCHEDULE L1.06
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
OUTLOT B
OUTLOT A
L24ABLDG 3FFE=1084'1083108010801081108210831083
1083
108
3 1083107810771081
1083
1084
1076
1075
10711072
1073
1074
1076
1077
107
5
108
0
1074
107
6
107
7
107
8
107
9
108
1
G6
GFE=1083'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DSNO PARKING10821081107
9
FILTRATIONSYSTEM 5.2P
FILTRATIONSYSTEM 5.1P
1BS
1HL
BE1
2BS
HB1
8BHKFG9
KFG9
8BH
SDI3
3CRA
1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
2SDI
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BHBH5
2AB
1HT
BL2
10BHBH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BHBH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
SCALE IN FEET
0 4020
NORTH
May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.07
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE
BE Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE
BS Picea glauca densata / Black Hills Spruce B & B 8`
SHRUBS CODE BOTANICAL / COMMON NAME CONT
ACA Amelanchier canadensis / Canadian Serviceberry 5 gal
CRA Cornus racemosa / Gray Dogwood 5 gal
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
SDI Salix discolor / Pussy Willow 5 gal
SCA Sambucus canadensis / American Elderberry 5 gal.
GRASSES CODE BOTANICAL / COMMON NAME CONT
KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal
PLANT SCHEDULE L1.07
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BH BH5
2AB
1HT
BL2
10BH BH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BH BH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9
8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2
BE3 HB1 KC1 KC12KCKC1KC1
C.S.A.H. NO. 70 (210TH STREET)
NO PARKING NO PARKINGHC
L24BBLDG 2FFE=1093.0'108210
9
01090
1
0
9
5 10911092109610931
0
9
8 1097
110
4
1088 10801085
10901095
1082
1083
1084
10861087
1088
10891091109210931094109610971098
10991080
1079
10811081
109511001094109610971098109911011102G6GFE=1093'DS
DS
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
1090
1095
1100
1105108710881089
1091109210931094
1096109710981099
110111021103
1104
FILTRATIONSYSTEM 6P
1HL
HL1
1AB
SG1
1BL
AB2
BH10
BH10 1BL
CRA5
1ACA
1SDI
3CRA
2SDI
SDI2
CRA6
SDI1
ACA3
SDI3
2HB BE3 HB1KC1
KC1
SCALE IN FEET
0 ####
NORTH
May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.08
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL
AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal
SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal
BE Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal
HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
KC Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2.5"Cal
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
ACA Amelanchier canadensis / Canadian Serviceberry 5 gal
CRA Cornus racemosa / Gray Dogwood 5 gal
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
SDI Salix discolor / Pussy Willow 5 gal
PLANT SCHEDULE L1.08
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BHBH5
2AB
1HT
BL2
10BHBH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BHBH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9 8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2BE3HB1KC1KC12KCKC1KC1
DAKOTA COUNTY RD R.O.W. MAP 300 & 300A
NO PARKING
CLUBHOUSEFFE=1087.0'
L24BBLDG 1FFE=1087.0'108210831078108410841083
1084
1084108
6
10861091
1088
10931094 DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
1083
1085
1086 NO PARKING108
5
10821081
1084
108610871088DS
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH
CHE14
1HL
2HL
LH8
LBS12
6BH
30JCT
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
26LBS
CHE2
SBA20
14WFV WFV9
LBS29
6AH19FS
SG2
HB1 KC1 KC12KC
SCALE IN FEET
0 ####
NORTH
May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.09
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
TREES CODE BOTANICAL / COMMON NAME CONT CAL
SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal
HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal
HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal
KC Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2.5"Cal
BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL
HT Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal
SHRUBS CODE BOTANICAL / COMMON NAME CONT
ACA Amelanchier canadensis / Canadian Serviceberry 5 gal
CHE Cornus hessei `UMN970507` TM / Garden Glow Dogwood 5 gal
CRA Cornus racemosa / Gray Dogwood 5 gal
BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal
AH Hydrangea arborescens `Annabelle` / Annabelle Smooth Hydrangea 5 gal
LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal
JCT Juniperus chinensis `Trautman` / Trautman Juniper 5 gal
SDI Salix discolor / Pussy Willow 5 gal
FS Sorbaria sorbifolia `Sem` / Sem Ash Leaf Spirea 5 gal
TS Spiraea betulifolia `Tor` / Birchleaf Spirea 5 gal
WFV Weigela florida `Verweig` TM / My Monet Weigela 5 gal
GRASSES CODE BOTANICAL / COMMON NAME CONT
LBS Schizachyrium scoparium `Blue Heaven` / Blue Heaven Little Bluestem 1 gal
PERENNIALS CODE BOTANICAL / COMMON NAME CONT
SBA Allium x `Summer Beauty` / Summer Beauty Allium 1 gal
PLANT SCHEDULE L1.09
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
OUTLOT B
OUTLOT C
OUTLOT A
36MK1KC
BS2
2SS
6BH
10BHBH5
2AB
1HT
BL2
10BHBH10
BL1
4SS
6BH BH12 BH6
7BH
3HL
HB2
HT1
1AB
1AB
1HL
HL1
1AB
SG1
1BL
AB2
BH10 BH10 1BL
HB1 HB1
1BL
1BLBH412BH
HT3
3LBSTS12
18LH CHE14
1HL
2HL
1BS
1HL
BE1
2BSHB1
HL4
1SS
SS1
1SS
SS1
SS1
1SS
SS1
1SS
SG1 HL1
3NS
22MKHL1HL1
TS10LBS5
BH1010BH
1HL
2BS
SS2
AB2
10BHBH10 BH11
1HT
BH11
5BH BH7
AB2
11BH BH11
LH8
LBS12
6BH
BH11
30JCT
8BHKFG9
KFG9 8BH
2CRA 4SCA 1SDI 1ACA 2SDI
3CRA
SDI3
3CRA 1ACA
SCA5
SDI2
CRA3
ACA3
CRA3
ACA1
SDI2
CRA4
SDI2
ACA1
1ACA
SDI4
CRA5
1ACA
1SDI
3CRA
2SDI
ACA2
SDI2
CRA6SDI1
ACA3
SDI3
1ACA
3SDI
8CRA
2CRA
1ACA
5SCA
ACA1
CRA6 2SDI
1ACA
26LBSCHE2SBA20
14WFV WFV9
LBS29 6AH19FS
L1.04
L1.06
L1.08
L1.03
L1.05
L1.07
L1.09 L1.10
L1.02HL1
1SO
1SO
1SO
1SO
1SO
1SO
SG1
BS4
NS2
WP2WP2
2HB SG2BE3HB1KC1KC12KCKC1KC1
C.S.A.H. NO. 70 (210TH STREET)12" DIPDAKOTA COUNTY RD R.O.W. MAP 300 & 300A KEOKUK AVENUE1083 1083 1084
10
8
5
10851080
1077
1084
1082
1080 1079
1078
1081
1083
1083
1084
1084
FILTRATION BASIN P8BASIN BOTTOM=1078.0BASIN TOP=1082.5DRAIN TILE=1076.5(SEE DETAIL, SHEET C9.4)
SCALE IN FEET
0 ####
NORTH
May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.10
LANDSCAPEPLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
TPTREE PROTECTION FENCE
LIMITS OF DISTURBANCE
D
S
LS
RIPRAP
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT
34-271 MNDOT Seed Mix 34-271 / Wet Meadow Restoration Mix Seed
25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed
33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed
35-221 MNDOT Seed Mix 35-221 / Dry Prairie General Seed
TYP RESIDENTIAL PLANTING BEDS - TYP. / See Callouts on sheet L1.11 .
TUR HIG Turf Sod Highland Sod / Sod Sod
PLANT SCHEDULE
GROUNDCOVER SCHEDULE
7BJ
5AH 2CD
7BJ
5AH 2CD
CD4
5AH
4CD
AH5
CD4
5AH
4CD
AH5
TN4
TMT5
AH4
AH4
TMT5
TN4
SOD SOD SODSOD
SOD SOD SOD SOD
SODSODSODRESIDENTIAL BUILDING TYPE "A"
12BJ
4MSY
3TN
10BJ
3AH
MSY5
CD3
3AH
MSY5 CD3
3SSH
4AH
4AH
3SSH SSH4
AH4
AH4
SSH4
3TN
MSY5
AH3
3TN 3CD
MSY5 AH3
TMT9
AH8
TMT8
SOD SOD SOD SOD
SOD SOD SOD SODSODSOD SODRESIDENTIAL BUILDING TYPE "B"
3CD
SCALE IN FEET
0 2010
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May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.11
LANDSCAPECALLOUTS
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
STANDARD DUTYASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
D
S
LS
TYPICAL PLANTING PLAN - RESIDENTIAL BUILDING - TYPE B
TYPICAL PLANTING PLAN - RESIDENTIAL BUILDING - TYPE A
SHRUBS CODE BOTANICAL / COMMON NAME CONT
CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal
AH Hydrangea arborescens `Annabelle` / Annabelle Smooth Hydrangea 5 gal
BJ Juniperus sabina `Broadmoor` / Broadmoor Juniper 5 gal
TN Physocarpus opulifolius `SMPOTW` / Tiny Wine Ninebark 5 gal
TMT Taxus x media `Tauntonii` / Taunton`s Yew 5 gal
PERENNIALS CODE BOTANICAL / COMMON NAME CONT
MSY Achillea millefolium `Moonshine` / Yarrow 1 gal
SSH Hosta x `Sum and Substance` / Plantain Lily 1 gal
PLANT SCHEDULE CALLOUTS
May 21, 2021 - 1:24pm - User:jmitzel L:\PROJECTS\22151\CAD\Civil\Sheets\22151-L1-LSCP.dwg
L1.12
LANDSCAPEDETAILS ANDNOTES
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
ClientCONTINENTAL564 FUND, LLC.
11806 ABERDEEN ST NE # 290,MINNEAPOLIS, MN 55449
AUTHENTIXLAKEVILLE
LAKEVILLE, MN
INTERSECTION OF CSAH 70 ANDKEOKUK AVENUE
GDA JRM
BDB
PRELIMINARY 02/05/2021
B
22151
02/05/21 JM Preliminary Submittal
Registration No.Date:
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.
This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.
02/05/202154234Joshua J. McKinney
03/29/21 JM RESPONSE TO CITY COMMENTS
04/30/21 JM RESPONSE TO CITY COMMENTS
05/21/21 JM RESPONSE TO BARR COMMENTS
GENERAL NOTES:
1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTINGCONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK.2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPEARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES,REGULATIONS, AND PERMITS GOVERNING THE WORK.
4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS ANDSITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/ORREPLACED AT NO ADDITIONAL COST TO THE OWNER.5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FORPROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTORSHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFYTHE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION ANDPLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHTNEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITECONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TOBEGINNING OF WORK.8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST.QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALLCONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETYFENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.
PLANTING NOTES:
1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THEMANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION.3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK,"ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALLCONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BECONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTSSPECIFIED.8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMEDUNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BYTHE LANDSCAPE ARCHITECT.10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS ATSPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THELANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIORTO INSTALLATION.11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.12.MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHERDELETERIOUS MATERIAL, DARK CHOCOLATE IN COLOR, IN ALL MASS PLANTING BEDS AND FORTREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPEARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OFINSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVERBEDS, UNLESS OTHERWISE DIRECTED.13.BUILDING MAINTENANCE STRIP: WHERE NO LANDSCAPE PLANTING BEDS EXIST ADJACENT TO ABUILDING FOUNDATION, CONTRACTOR SHALL INSTALL A MULCH MAINTENANCE STRIP PER PLANAT A 3" DEPTH.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TOCOMPLETE THE WORK SHOWN ON THE PLAN.15.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAFAND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALLEVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTYPERIOD.16.WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 ANDREMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLEDPLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH.17.ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT2571.31.2
18.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM
CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B
SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES,
CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5
AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS
INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND
ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTEDON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOTMAINTAINED IN THIS MANNER WILL BE REJECTED.19.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PITWILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTORSHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THATTHIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOESNOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTINGSHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT.
20.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 -NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OFREPLACEMENT INCLUDING LABOR AND PLANTS.21.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNEDDELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS INADVANCE OF BEGINNING PLANT INSTALLATION.22.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN
OFF-SEASONS ENTIRELY AT HIS/HER RISK.22.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/122.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1
22.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/122.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 22.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/2022.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/2023.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THEPLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVEOF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING,REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS INA PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCERESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FORKEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.24.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTALACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITHMATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGENDSPECIFICATIONS.25.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTSONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BYINDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIORTO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARYARRANGEMENTS FOR WATER.
TURF NOTES:TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THEMN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD.TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL
BE FREE OF STONES LARGER THAN 1 12" INCHES IN ANY DIMENSION.2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOWSURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ONSLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING,MULCHING AND FERTILIZING. SEED MIXTURE NO.35-221 WILL BE PLACED AT THE RATE OF 37POUNDS PER ACRE.5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, ANDWATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR INDRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.6.ALL NATIVE SEED AREAS WITH SLOPES 3:1 OR GREATER NEED TO HAVE EROSION CONTROLCONSISTING OF WOOD FIBER, NET FREE, 100% BIODEGRADABLE EROSION CONTROL BLANKET.7.ALL NATIVE SEED AREAS ARE TO BE MOWN TO A HEIGHT OF 4-6 INCHES THE FIRST YEAR TO HELPREDUCE WEED PRESSURE ON EMERGING NATIVE SEEDLINGS.8.YEAR 2 AND BEYOND, MONITOR SITE FOR INVASIVE SPECIES AND CONTROL INVASIVE SPECIES ASNEEDED.9.IN ORDER TO MAINTAIN A DIVERSE PLANTING, MOWING SHOULD OCCUR APPROXIMATELY EVERYYEAR TO REMOVE BUILT UP THATCH AND INTRODUCE SOME DISTURBANCE.
GENERAL TREE SPECIFICATIONS:1.ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS:1.1.2" CAL. TREES: LOWEST BRANCH 6' HT.1.2.3" CAL.+ TREES: LOWEST BRANCH 7' HT.2.TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE.
2.1.1" CALIPER/6-8' HT: 3-4' WIDTH MIN.2.2.2" CALIPER/12-14' HT: 4-5' WIDTH MIN.2.3.3" CALIPER/14-16' HT: 6-7' WIDTH MIN.3.CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN.4.ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE.5.TREES SHALL NOT BE TIPPED PRUNED.6.TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREESSHALL BE REJECTED.7.SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20%8.TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED.
IRRIGATION NOTES:
1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION.2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1"IRRIGATION PER WEEK.3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25"IRRIGATION PER WEEK.4.CONTRACTOR TO INSTALL A TOTAL OF 2 QUICK COUPLERS AT THE OPPOSITE CORNERS OF EACHBUILDING LOT. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL.
LOW MAINTENANCE FESCUE NOTES:1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCEIS MOW ONCE PER MONTH AT 5" HEIGHT2.DO NOT USE HIGH NITROGEN FERTILIZER ON FESCUE LAWN3.OVERSEED THIN,BARE SPOTS IN FALL4.ALWAYS USE SHARP BLADE WHEN MOWING TO AVOID TEARING LEAF BLADE5.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON
NOTES
PROVIDE & INSTALL RODENT PROTECTION1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA ORGREATER X 24" HT.. STAKE IN PLACE
INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OFTHE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROMTOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAINORDER ROOT IF NEEDED. SET ROOT BALL WITH MAINORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOTCOVER TOP OF ROOT BALL WITH SOIL.INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH.PLACE NO MULCH IN CONTACT WITH TREE TRUNK
REMOVE BURLAP, TWINE, ROPE AND WIRE FROMTOP HALF OF ROOT BALLBUILD 4" HIGH EARTH SAUCER BEYOND EDGE OFROOT BALL
EDGE CONDITION VARIES
PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOILSCARIFY SIDES OF TREE PIT WITH SPADE BY HANDTO BIND WITH PREPARED SOIL
PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85%OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFT
DIG PLANTING PIT 4" TO 6"DEEPER THAN ROOT BALL
UNDISTURBEDSUBGRADE
NOTE:CONTRACTOR SHALL MAINTAIN TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD. IFSTAKING IS REQUIRED BY SITE CONDITIONS,CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1"WEBBING AROUND TRUNK OF TREE (NO WIRE ORCABLING TO BE USED)WRAP TREE TRUNKS PER NOTES.
30" RADIUS MULCH RING
A1.5 X AMIN.
1 1
TREE PLANTING DETAIL
1/4" = 1'-0"
L1.12 P-01
1
INSTALL 3" LAYER OF MULCH, DO NOT PLACE INCONTACT W/ SHRUB STEMAPPLY PRE-EMERGENT HERBICIDE
EDGE CONDITION VARIES
EDGER, REFER TO PLAN AND SPECIFICATION
LOOSEN ROOTS OF CONTAINER GROWN PLANTS
EXCAVATE PLANT BED MIN. 4" DEEPER THANROOT BALL HT.
SCARIFY SIDES AND BOTTOM OF PLANTING BEDWITH SPADE
UNDISTURBED SUBGRADE
PREPARE SOIL FORTHE ENTIRE BED
SEE PLAN12"MIN
SHRUB PLANTING DETAIL
3/8" = 1'-0"
18"MINPLANTING SOIL. REFER TO SPECIFICATIONS
L1.12 P-02
2
INSTALL 3" LAYER OF MULCH. DO NOTPLACE IN CONTACT WITH PLANT
EDGE CONDITION VARIES
EDGER, REFER TO PLAN AND SPECIFICATION
LOOSEN ROOTS OF CONTAINER GROWN PLANTS
PLANTING SOIL, REFER TO SPECIFICATIONS
SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE
UNDISTURBED SUBGRADE
PREPARE SOIL FORTHE ENTIRE BED
18"MIN.6"
REFERTO PLAN
NOTE:REFER TO EXTERIOR PLANTING SPECIFICATION
PERENNIAL PLANTING DETAIL
1/2" = 1'-0"
L1.12 P-03
3
MULCH
5.5" ROUND TOP POLYETHYLENE EDGING (BLACK) W/ STAKE
FINISHED GRADE AND EDGECONDITION VARIES - SEE PLAN
POLYETHYLENE EDGER
1 1/2" = 1'-0"
4
P-20629.04-18L1.12
L24 A
Scheme A
01-13-2021
Front Elevation
xelev-1SCALE: 1/16”=1‛0”
Rear Elevation
xelev-1SCALE: 1/16”=1‛0”
EXHIBIT O
L24 A
Scheme A
01-13-2021
Left Elevation
xelev-1SCALE: 1/16”=1‛0”
Right Elevation
xelev-1SCALE: 1/16”=1‛0”
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1 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
Narrative
A.INTRODUCTION
Continental 564 Fund LLC (Continental) is excited to present to the City of Lakeville a proposal
for an attainable Multifamily Community on a +/- 18.16 acre tract generally located off of 210th
Street slightly West of Keokuk Avenue, with its primary entrances being situated off of 210th
Street and 207th Street. The proposed includes a 288-home multifamily development with a 580-
foot connection to Keokuk Ave through the assisted living community.
B.INTENT
The proposed land uses will be a welcomed addition to the area. The size and location of the
community will serve as an excellent transition between the retail on its East boundary, and
future residential along its West boundary. It also complements the existing attainable
multifamily community to its North.
Housing Attainability
The main modification from our initial 2021 proposal on this site is a change in the attainability
parameters. As you may recall, in our previous application, we proposed to maintain rents to
80% of AMI (based on Dakota County Standards) for ten (10) years. At this time, we are willing
to amend our proposal to allow for 20% of the project units to rent at 60% of AMI with
attainable rents not exceeding 30% of 60% of AMI for the same ten (10) year period (based on
Dakota County Standards).
In addition to the economic considerations, the community will result in positive progress
towards the City of Lakeville and MET Council’s common goal of providing attainable housing in
the region. The community’s adjacency to existing valuable amenities including Lake Marion and
its associated parks and trails, the Keokuk area commercial amenities, and its convenient access
to I-35 further increase the desirability of the community.
EXHIBIT P
2 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
Summary of proposal request and included applications
The multifamily proposal will require a Comprehensive Plan Amendment, Zoning Amendment,
Zoning Text Amendment, Plat and Conditional Use Permit Application as described below and
attached “Enclosure A - Applications”:
1. Comprehensive Plan:
The Parcel is currently planned as Commercial, with a small portion of High Density
Residential. The proposed would require the entire parcel to be amended to High Density
Residential. As outlined in “Enclosure C - Lakeville Market Analysis” this amendment is
justifiable due to the existing amount of commercial land, an accelerated decrease in
demand for commercial land, as well as a strong need for the proposed housing type.
Continental also provides further details in “Section C - A Case for High Density Land Use Change” in the
narrative.
3 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
2. Zoning Amendment:
The Parcel is currently zoned as a combination of C-3 and RH-2. The proposed would require
the entire parcel to be zoned as “M-1”. The community proposes a net density of 18.2 units
per acre, which aligns with the proposed comprehensive plan amendment, however no
zoning classification that currently exists in the City of Lakeville would align with this
planned land use. The developer will continue to work with staff to request a zoning text
amendment to allow for the zoning designation of “M-1” to allow the proposed buildings
type, density, and other appropriate changes.
3. Zoning Text Amendment:
A zoning amendment to allow the proposed “M-1” zoning designation is the preferred
method of entitlement in order to provide a unique and attainable housing type (Please see
Enclosure G “Text Amendment – M-1 Ordinance” and markup) that is not currently provided
in the vicinity, which would not be feasible under other residential zoning designations and
without the proposed Conditional Use Permits, Rezoning, Comprehensive Plan Amendment
that is being proposed for several reasons described herein.
4. Plat
A Plat is required for various setbacks, utilities and for creation of a lot for the wetland that
bifurcates the site. This sheet detail can be found in Enclosure K – “Site Development Plans”
d Preliminary Plat.
4 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
5. Conditional Uses
The proposal as described in the narrative “Section F. Development Concept and Character”
requires the approval of five conditional use permits:
1. Exterior building materials including vinyl siding per provision of Section 11-61-25.
2. Increase in minimum floor area per dwelling unit of one-bedroom units to
accommodate the
proposed modern,
open concept layouts.
11-17-13B. (see table)
3. Increase to Max unit
mix of dwelling units
from 10% to 11% (see
table)
4. Total parking reduction to 1.75 from 2.5 spaces per unit per Section 11-19-13. Please
see attached “Enclosure O by Traffic Impact Group, LLC” for details.
5. Per Section 11-23, CUP to allow three 32 sq. ft. multifamily monument signs each at a
height of 5.5 feet and 30 sq. ft. of building signage at the front and side of the clubhouse
tower per “Enclosure P - Authentix Concept Signage”
Continental’s proposed attainable Authentix Lakeville community, features a density of 18.2
dwelling units per gross acre (20.4 units/net acre) and inclusion of multiple principal buildings
along with accessory buildings and a complementary Clubhouse building on a single parcel,
which allows the maintenance of adequate area for the varying amenities proposed for the use
of its residents. These amenities include the clubhouse which is not only intended for the
enjoyment of residents but also acts as a commercial leasing office for Continental’s onsite
property management team. The clubhouse and character of other onsite amenities is detailed
further in the narrative “Section F. Development Concept and Character.”
5 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
C. CASE FOR HIGH DENSITY RESIDENTIAL LAND USE
This site is the most suitable for a land use change to high density residential from commercial
in this area of the city and is not likely to be developed as commercial until much later than
2040. Furthermore, this site is also the most attractive for attainable housing due to the existing
attainable housing directly to the north and various commerical shopping options to the east.
This is illustrated by the following factors:
1. Employment - The need to be located on the southern side of the city to be closer to the
Amazon distribution center and continued the expansion of the Scannell warehousing along
Highway 70. This area of the city, as we have previously discussed, is underserved with
housing options. This allows Continental to commit to the attainable 80% AMI housing level
for this project that the City needs.
2. Site history - The detailed site history provided by Jonathan Adam for Silverstone Realty and
Development LLC. (Enclosure T). This history shows the many attempts over the years to
develop this project as commercial and office proposed developments ultimately failed
partially due to some of the factors outlined below.
3. Site Constraints – The wetland bifurcating the site pinches the depth of the frontage along
210th Street to depths that are unusable by most commerical users. It also creates difficult
topography challenges making single small retail user development cost prohibitive. This is
shown in our submitted Site Development Plans “Enclosure K – h. Grading and Erosion
Control”. Further access restrictions as dictated by the County from 210 street additionally
hinder
4. Site Availability – A lack of available alternative sites within the City Limits, as discussed
further in the narrative below, but an existing access land area guided for commerical use
makes this site viable for the proposed development.
5. Unique Oppurtunity – This would be the first private attainable residential development to
utilize the available attainability requirements allowed within the municipal code. This
development would be funded completely by private equity.
The mapping enclosed below can also be found in an interactive google map linked here. This
will allow you to toggle between the maps we describe below.
6 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
Limited number of available sites and market considerations:
Included below, you will see an entire map of the City showing the overlay of the sites inside the
Metropolitan Urban Service area boundary with appropriate available Land Uses of medium and
high density residential.
• Land outside the blue MUSA boundary is not feasible to develop until 2030.
• The land available to the west of the site inside the MUSA is not developable until this site is
developed because roads and utilities must be extended through the subject parcel first.
• The Land located north of the site red is either developed or under contract by other users
and is not available to develop.
• Land located further east of the site is either too small for this project or not appropriate
due to adjacent low-density single-family land uses.
7 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
Continental overlayed the appropriate Zoning of RH-2 and M-1 sites and compared them to the
Future Land Use Map. As you can see, there are very few sites available within the municipal
boundary and MUSA boundaries that are appropriately zoned for our project.
8 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
When Continental reviewed the land use for commercial boundaries within the city to this map
below there are many more areas of undeveloped commercial Land Use available in the
southern portion of the city where this site is located. Reducing the intensity to high density
residential is generally considered a downsizing of a property.
9 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
Per Dan Lichts presentation at the June 7th, 2021 Council meeting, there is much more
undeveloped commercial or mixed-use land (294 Ac) and the City has a much lower percentage
of high-density residential land use guided than any other neighboring communities. This is
another reason why this site is needed as residential. The City has too much commercial area
use guided, and these areas need to be reconsidered as different uses as in the case of
Authentix Lakeville.
Further, due to the Covid outbreak, today’s economic trends accelerated the retail store front
minimalization trend and increased the market share of online retail not only at Amazon but
also with Walmart, Target, Kohls and other big box retailers.
Source: Minnesota Commercial Association of Realtors, Q2 2020 Retail Market (Web view)
Source: JLL Q3 2020 United State Retail Outlook (Web view)
Source: CBRE Q3 2020 U.S. Retail Figures Report
These trends favor less and smaller retail storefront spaces but increased industrial and shipping
space areas that are occurring along the highway 70 corridor. This is another excellent reason
why the current commercial land use guidance needs to be reconsidered.
Covid also has pushed a distinct downturn in the commercial office space portion of the market
due to the practice of work from home flexibility that will continue into the foreseeable future.
New office or corporate headquarters projects are not expected occur in significance for some
time.
https://www.startribune.com/twin-cities-office-vacancies-rise-to-19-9-in-fourth-quarter/600012530/
https://www.mncar.org/files/1716/1098/3073/Q4_2020_Mpls-St_Paul_Office_Market_Report.pdf
These market trends along with the lack of available high-density land use sites led us to seek
opportunities on the south side of Lakeville that were designated as a commercial land use or
zoning.
10 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
Highway 70/ Keokuk Corridor Evaluation
When the site history is considered for this property there are several factors that have limited
its development in the past and will continue to hinder it in the future. (See Enclosure T Site
History) There are three prime factors that influence retail and office oppurtunities:
• Traffic access
• Topography
• Visibility
11 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
For commercial sites, it is essential that very good traffic linkages to heavily traveled and
accessible roadway networks are directly provided to every viable site. Development recently
occurring along the Keokuk frontage (Liquor Store and Hotel) have good visibility from the
highway 70 and I-35. This is not true for the subject site. Access is restricted on the current site
to further west on highway 70 and that access will be restricted by the County in the future. The
other three corners of the intersection have much higher visibility to I-35 and have greater
access ability then the subject site. Therefore, they will develop much sooner than the subject
site.
From an office standpoint, while traffic connection and highway visibility are not as important,
topography and buildability are key factors. Office buildings typically must be flatter and take
up larger footprints just as a large box developer like Super Target would. The wetland overlay
above illustrates this key factor by overlaying existing wetlands across the commercial sites. The
12 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
other three commercial corners on the Highway 70 and I-35 cooridor are much more
developable due to the avoidance of the major wetland areas in green. All three key factors
(traffic access, visibility, and topography) make the subject site less likely to develop then the
other three corners. Therefore, the subject site is clearly better utilized as a high-density
residential site. Furthermore, high density residential in the area will help spur on commerical
uses in the other three more viable commerical sites in this intersection. Finally, if the subject
site is developed it will also create further housing opportunities west of the site within the
MUSA boundary that will not be available because of utility and access issues until this site is
fully developed.
D. RECOGNIZABLE BENEFIT
KEOKUK AVENUE AREA BENEFITS
Authentix Lakeville will benefit the community and vicinity by offering a residential product
segment that is much needed in the area and a housing addition that will support: the City’s
population growth projections, Housing goals, existing businesses, and future commercial
development within the City of Lakeville.
The 288 new households will support a population of 520-550 people with significantly more
disposable income than their single-family counterparts. Continental estimates the total annual
expenditures per household is roughly $66,000-$67,000 and will thereby contribute roughly
$18-19 million each year to the local economy1.
LOCAL COMMITMENT, INVESTMENT & JOB CREATION
Apartment communities represent a significant financial investment in the local economy with
short- and long-term economic benefits. Continental will have a long-term commitment and
investment to both their Authentix Lakeville community and the City of Lakeville. The total
project cost and investment is estimated at well over $40 million and the addition of 288 homes
within the proposed community will help to bolster local property tax revenue.
The construction of 288 apartment units would support 425-475 full-time construction
employees for the span of construction (approximately 27 months) and produce a considerable
amount in associated wages. Over the long term, Authentix Lakeville’s impact could support 15-
200 local jobs by way of its resident and operational spending2.
1 Resident Spending Analysis (Enclosure B)
2 Weareapartments.org/calculator
13 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
E. DEVELOPMENT CONCEPT AND CHARACTER
Authentix Lakeville, includes 288 homes within 12 residential buildings. The timeless
Architectural style matches both the character and scale of the nearby residential communities.
No building exceeds two stories, and all principal and clubhouse buildings include horizontal and
vertical articulation by way of varying façade faces at each unit and varying roof geometries
along the building’s massing. The proposed buildings offer a unique layout in the Multifamily
sector, providing direct access to each 1st floor home, and secured stairwells for second level
homes. Each unit is provided with a covered entry, adding additional
articulation and a sense of human scale to the community.
Each home, ranging from Efficiency to 3-Bedrooms (see adjacent table
for detailed quantities) offers a high percentage of glazing to promote
an abundance of natural lighting, which creates opportunities to
optimize
passive solar heating and cooling systems. Coupled with high-quality roofing materials, and
vertically orientated siding, the glazing and articulation help the community blend seamlessly
into its surrounding context. All ancillary structures, including the community clubhouse, are
designed with the same quality and design language as described above.
To enhance the sense of place that this community will provide; several amenities are included
within the site. Among the facilities is a Community Clubhouse which includes a community
gathering room, 24-hour fitness center, kitchen, coffee bar, and resort style pool. The gathering
room and coffee/kitchen area are serviced by complementary wireless internet service to
accommodate residents in search of work from home opportunities. During warm months, the
garage-style door in the fitness center can be opened to the pool deck for an open-air workout
experience. The pool deck includes ample patio furniture with a lounge space, grilling area, and
shaded seating, which rounds-out this portion of the site as the community hub and social
Type Qty
Studio 32
1-Bedroom 112
2-Bedroom 112
3-Bedroom 32
1: Example of Proposed Residential Architecture
14 Authentix Lakeville | January 12, 2022
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522
catalyst. The clubhouse is also home to Continental’s premiere in-house community
management team. Our management team offers resident- focused service that meets and
exceeds resident expectations. The community also features picnic areas, a car care center, pet
spa, and a pet playground.
Beyond the varying resident amenities, high quality finishes (both interior and exterior), open
space, landscaping, and a courtyard approach to community layout, connectivity is provided
throughout the site to promote further neighbor interaction. The proposed building
architecture can be found in Enclosure H with proposed “Tando stone” modifications along 210th
Street in Enclosure I.
The community will be accessible via connections at 207th and 210th Streets. Connections to the
Assisted Living phase will be provided as shown in Enclosure K ”Site Development Plans”.
Signage will be provided at each entrance, to create a clear sense of entry, and transition from
retail uses to a residential neighborhood. All the residential buildings and amenities disbursed
throughout the community are accessible via a vehicular and pedestrian transportation
network, designed specifically to provide ease of access and safety to residents. Residents are
provided with a mixture of both detached garages and ample surface parking to best fit their
desires.
The subject property is currently vacant, the proposed community, future phase, and park along
with their supporting improvements will provide value to the overall community by way of
increased City revenue, increased sense of community, and assisting the City in providing the
homes required to support their population growth goals. The 288 new homes, and
approximately 520-550 residents who will live there immediately upon completion of the
multifamily community will account for additional water and sewer bills, additional property tax
revenue, and additional retail and commercial income for surrounding uses (See Enclosure B -
resident spending analysis).
Continental and the property owner will work with the developer/owner of the future phase to
ensure the same values and quality are maintained throughout the development and promote a
cohesive access plan that allows safe and convenient access to both parcels.
F. CONCLUSION
Continental’s Authentix Lakeville proposal illustrates the need for attainable housing in this area
of the city and the reason why this site is the correct location for our project. If there are any
questions or comments on this proposal please contact Eric Thom directly via email
(ethom@cproperties.com ) or via phone at 262-532-9343.
Estimated Annual Spending by Residents
Authentix Apartments (Lakeville, MN)
Minneapolis-St. Paul-Bloomington, MN-WI MSA
January 18, 2021
Avg. Annual
Expenditure
Apparel and Services 2,608$
Computer 248$
Entertainment & Recreation 3,960$
Financial 3,490$
Food 11,383$
Health 708$
Home 21,809$
Household Furnishings and Equipment 1,665$
Household Operations 2,210$
Insurance 9,063$
Transportation 7,176$
Travel 2,161$
Total Average Annual Expenditures per Household 66,481$
LESS "Homeowner Expenses"
Mortgage Payment and Basics (11) 12,739$
Maintenance and Remodeling Services 2,720$
Maintenance and Remodeling Materials (12) 598$
Lawn and Garden (16) 568$
Subtotal 16,626$
Subtotal - Annual Expenditures per Renter Household 49,856$
Excluding Rent
Average monthly rent at Authentix 1,460$
Plus Average Annual Rent 17,520$
Total Annual Expenditures per Authentix Household 67,376$
Total Apartment Homes in Authentix Community 288
Total Households (95% occupancy) 274
Total Residents (avg. household size of 1.9) 520
Total Annual Expenditures by Authentix Households 18,400,000$
Source: Continental Properties analysis, ESRI 2019 "Retail Goods and Services Expenditures" report
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500
Comprehensive Plan Amendment | Authentix Lakeville | January 20, 2021
Lakeville Market Analysis
______________________________________________________________
LOCATION
Continental’s Market Research team has identified this specific location, and the City of Lakeville as a
desirable location for an Authentix community for a variety of reasons. First, being its proximity to major
vehicular thoroughfares. Second, the City of Lakeville offers a plethora of amenities, including a variety
of nearby fast and casual dining options, grocery options, and other shopping choices. In addition, the
City of Lakeville offers highly rated schools and desirable quality of life which, coupled with Lakeville’s
high rate of population growth, creates a significant demand for ANY housing type. Specifically, in the
vicinity, local employment expansion, rising home ownership costs, and absence of new, affordable
rental housing, create preferred conditions for an Authentix community.
WHY NOT COMMERCIAL?
Market Conditions – Commercial – General and Local
1. The U.S. as a whole is experiencing a dip of in absorption of retail space of 19.2M SF of retail
space, spurred largely due to the growing number of retailer bankruptcies and store closures.
This equates to a 329.9% decline year-over-year.
2. Every retail type and market experienced a negative absorption in the past year.
3. In Q3 of 2020 - Total retail completions declined to less than 6 million SF (down 44% year-over-
year) the lowest quarterly total ever recorded. A review of the total retail completions over the
past 10 years shows a trend of decline since Q1 of 2016.
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500
Conceptual Review | Authentix Lakeville | January 20, 2021
4. A surge in bankruptcies will yield a large influx of vacancies, there have been 56 bankruptcies
filed by major retails so far this year (89.3% of which have occurred post-COVID). 7,800 stores
have been announced as closing as a result.
5. In addition – online shopping continues to disrupt brick and mortar retail shopping,
compounded with COVID related influences, an unprecedented number of shoppers have opted
to utilize online and pick up services.
6. Available Land: attached is a map of Vacant Commercial Zoned Parcels in the City of Lakeville.
+/- 500 acres of vacant zoned commercial land exist in the City of Lakeville, with a large majority
existing in the vicinity of the project - near the intersection if I-35 and 210th Street. Meanwhile,
Commercial development projects per year in the City of Lakeville follow national trends and
have been decreasing (on average) since 2015.
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500
Conceptual Review | Authentix Lakeville | January 20, 2021
WHY MULTIFAMILY?
Residential Demand in the Market, and Submarket
1. Minneapolis Metro
a. The 5Y historical average of Supply and Demand shows a balanced relationship, with a
supply of 4,814 units, and a demand of 4,310 units and an absorption rate of 1.12.
b. The 1Y forecast predicts the Supply to slightly outpace demand (Supply of 8,713 units vs.
Demand of 6,186 units).
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500
Conceptual Review | Authentix Lakeville | January 20, 2021
2. Burnsville/Apple Valley submarket
a. Supply has outpaced demand in the submarket up until the last 2 quarters. Q3 and Q4
of 2020 experienced a sharp increase in Demand, see below:
5Y Historical Avg. 2020 Annual Avg. Q4 2020 Annual
Supply 359 605 816
Demand 324 488 857
Absorption 1.10 (favorable) Not available 0.95 (favorable)
W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500
Conceptual Review | Authentix Lakeville | January 20, 2021
3. Lakeville Proper
a. The City of Lakeville has seen a number of communities developed in recent years,
including Continental’s Springs at Lakeville. As seen in the attached Map of Recent
Multifamily Developments Near Commercial/Retail Areas, the location of the proposed
community, is a substantial distance from any of these properties, and when compared
to the Vacant Commercial property Map, is in an area that is void of substantial
Multifamily development opportunity.
b. Continental’s Springs at Lakeville has experience fairly strong performance when
compared to similar Continental Managed properties, experiencing a lease up pace of
16 units/month, compared to 14.8 move-ins per month at Springs at Cobblestone Lake,
located in Apply Valley, MN.
c. Given the absence of Multifamily development in the vicinity, and differentiation
between the proposed Authentix Community and Continental’s Springs brand – it is
expected the proposed community will satisfy a pent up demand for attainable, modern
housing in the area.
25.01
1.48
3.14
19.55
8.35
1.63
9.05
5.21
3.06
1.38
3.19
1.98
1.61
1.48
1.11
3.55
1.42
1.04
0.78
1.2
9.8225.22
25.22 70.2639.77
9.95
5.03
10
51.15 5.1916.07
10.24
10.24 9.43
1.92
10.01
4.99 22.06
51.1
2.712.62
0.17
18.73 3.73
County of Dakota, Three Rivers Park District, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS
0 0.8 1.7 2.50.4
Miles Vacant Commercial Zoned Parcels
City of Lakeville
Vacant Commercial Zoned Parcels
Northlake Lofts
Roers Development -
Under Construction
Lakeside Flats
Gaurdian Companies
- Stabilized
Springs at Lakeville
Continental
Properties - Lease Up
Edison at Avonlea
JPL Development
- Stabilized
Arris Apartments Kami
Holdings,
LLC - Planned
--
County of Dakota, Three Rivers Park District, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS
0 0.8 1.7 2.50.4
Miles
Multifamily Development Projects
Subject Site
Recent Multifamily Developments Near Commercial/Retail Areas
City of Lakeville
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
AUTHENTIX LAKEVILLE
APPROVAL OF
COMPREHENSIVE PLAN AND ZONING MAP AMENDMENTS
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on March 3, 2022 to
consider the applications of Continental 564 Fund, LLC for an amendment to the Comprehensive
Plan to change the land use guided by the 2040 Land Use Plan and for an amendment to the
Zoning Map to rezone property located north of 210th Street (CSAH 70) and west of Keokuk
Avenue. The Planning Commission conducted a public hearing on the applications preceded by
published and mailed notice. The applicant was present and the Planning Commission heard
testimony from all interested persons wishing to speak.
FINDINGS OF FACT
1. The subject property is guided for Commercial and High Density Residential land uses by the
2040 Comprehensive Plan. The applicant has applied for an amendment to the 2040 Land Use
Plan to change the guided land use to Corridor Mixed Use.
2. The subject site is zoned C-3, General Commercial District and RH-2, Multiple Family
Residential District. The applicant has applied for an amendment to the Zoning Map to change
the zoning of the property to M-1, Mixed Use I-35 Corridor District.
3. The legal description of the property is Outlot F, Morgan Square.
4. The Implementation chapter of the 2040 Comprehensive Plan and Section 11-3-3.E of the City
of Lakeville Zoning Ordinance provides that the Planning Commission shall consider possible
effects of the proposed amendment. Its judgment shall be based upon, but not limited to,
the following factors:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The 2040 Land Use Plan envisions the long-term development of the community
encouraging a balanced variety of development types while preventing an oversupply of
any one land use. Areas within the I-35 corridor have been guided for CMU uses to
2
provide housing opportunities adjacent to planned nodes of commercial development
that are also in proximity to existing or future transit facilities. The proposed development
is consistent with the 2040 Comprehensive Plan for economic development, attainable
housing, and a desirable land use transition and the following goals and policies:
Amend established land use designations and related zoning classifications that
reflect Lakeville’s long-term interest only when such action is consistent with the goals
and policies of the 2040 Lakeville Comprehensive Plan. (p. 36)
Analyze all development proposals on an individual basis from a physical, economic,
and social standpoint to determine the most appropriate uses within Lakeville. (p. 37)
Locate multiple family housing with adequate access to major roadways and around
areas targeted for business and industrial development to provide market and labor
support. (p. 40)
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The subject site is at the west edge of the commercial land uses surrounding the
I-35/CSAH 70 interchange. Introduction of housing in this location, particularly attainable
housing, would provide both market and employment support for businesses in the area
as well as industrial uses farther to the east along CSAH 70. The subject site is also within
¼ mile of the existing City Park and Pool facility located on the east side of I-35, north of
CSAH 70.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: The proposed development complies with the requirements of the Zoning
Ordinance and City Code.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject site is within the MUSA and the proposed use can be accommodated
within the City’s existing public service capacity.
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The subject site is accessed by 210th Street (CSAH 70) designated as a Future
Principal Arterial street and Keokuk Avenue and 207th Street designated as Major
Collector streets by the 2040 Transportation Plan, which have adequate capacity to
accommodate traffic generated by the proposed use.
3
5. The report dated 24 February 2022 prepared by The Planning Company LLC (TPC) is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve amendments to the
Comprehensive Plan 2040 Land Use Plan and Zoning Map based upon the foregoing information,
findings, and the considerations outlined in the Planning Report dated 24 February 2022
prepared by The Planning Company LLC.
.
DATED: March 3, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
AUTHENTIX LAKEVILLE
DENIAL OF
COMPREHENSIVE PLAN AND ZONING MAP AMENDMENTS
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on March 3, 2022 to
consider the applications of Continental 564 Fund, LLC for an amendment to the Comprehensive
Plan to change the land use guided by the 2040 Land Use Plan and for an amendment to the
Zoning Map to rezone property located north of 210th Street (CSAH 70) and west of Keokuk
Avenue. The Planning Commission conducted a public hearing on the applications preceded by
published and mailed notice. The applicant was present and the Planning Commission heard
testimony from all interested persons wishing to speak.
FINDINGS OF FACT
1. The subject property is guided for Commercial and High Density Residential land uses by the
2040 Comprehensive Plan. The applicant has applied for an amendment to the 2040 Land Use
Plan to change the guided land use to Corridor Mixed Use.
2. The subject site is zoned C-3, General Commercial District and RH-2, Multiple Family
Residential District. The applicant has applied for an amendment to the Zoning Map to change
the zoning of the property to M-1, Mixed Use I-35 Corridor District.
3. The legal description of the property is Outlot F, Morgan Square.
4. The Implementation chapter of the 2040 Comprehensive Plan and Section 11-3-3.E of the City
of Lakeville Zoning Ordinance provides that the Planning Commission shall consider possible
effects of the proposed amendment. Its judgment shall be based upon, but not limited to,
the following factors:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The 2040 Land Use Plan purposely envisions the long-term development of the
community encouraging a balanced variety of development types while preventing an
oversupply of any one land use. The 2040 Land Use Plan does not establish timeframes
2
for when development is to occur, which is largely driven by economic factors beyond its
control. Immediate or short-term market considerations are also not to be weighed more
heavily than other goals and policies of the 2040 Comprehensive Plan in directing actions
by the City. The following goals and policies of the 2040 Lakeville Comprehensive Plan
provide a framework for considering the proposed amendment to the 2040 Land Use Plan
and Zoning Map:
Amend established land use designations and related zoning classifications that
reflect Lakeville’s long-term interest only when such action is consistent with the goals
and policies of the 2040 Lakeville Comprehensive Plan. (p. 36)
Analyze all development proposals on an individual basis from a physical, economic,
and social standpoint to determine the most appropriate uses within Lakeville. (p. 37)
Provide land use transitions and proper buffering between distinctly different types
of land uses. (p. 38)
Consider requested land use changes in relation to adjoining land uses and site access.
(p. 38)
Avoid concentrating medium and high density residential dwelling types within
specific areas of Lakeville. (p. 39)
Commercial uses shall be developed concentrated market centers oriented to major
transportation corridors and intersections to promote sustainable business activity
responsive to Lakeville’s needs and surrounding market area. (p. 40)
The proposed development is not consistent with the 2040 Lakeville Comprehensive Plan
in that the performance standards established by the Zoning Ordinance for medium and
high density residential uses also ensures long term sustainability of these housing units
by requiring use of durable low maintenance exterior building materials, establishment
of homeowners associations for long term administration and oversight of the
development and provision of minimum design elements for open space, landscaping,
guest parking, driveways and access, adequate garage area for both vehicle parking and
storage needs and resident safety in the form of an internal storm shelter for housing
units without basements. The consistent application of these requirements through the
Zoning Ordinance is considered to provide for high quality medium and high-density
housing options that are a viable life cycle housing alternative to single family dwellings
and will be a significant component of Lakeville’s housing into the future. (p. 101) The
proposed development requests exemptions from these performance standards for 100
percent of the buildings and dwelling units proposed, but only 20 percent of the proposed
buildings and dwelling units will be offered at rents consistent with regional affordability
criteria, which is not consistent with the intent of the Zoning Ordinance regarding the
3
establishment of performance standards and the exceptions allowed for affordable
housing.
The proposed development is not consistent with the 2040 Lakeville Comprehensive Plan
that, through its past planning efforts, Lakeville has had the foresight to recognize the I-
35 corridor as an opportunity for the location of future commercial or industrial uses that
will serve as a focal point for individual neighborhoods, contribute to a strong community
tax base and create employment opportunities. Opportunities for continued commercial
and industrial development, particularly of office and office-warehouse type uses
continue to grow given planned improvements to the existing interchanges at I-35 and
CSAH 50 and at I-35 and CSAH 70. (p. 87)
The proposed development is not consistent with the 2040 Lakeville Comprehensive Plan,
which identifies areas of Lakeville for development of a wide range of commercial land
uses, including retail, service, and office businesses. The emphasis for commercial
development in Lakeville is for development of larger commercial areas at locations with
community wide access and visibility that contribute to the strategic priority set forth by
Envision Lakeville to attract a broad mix of retail, office, and service businesses to meet
the daily needs of the community. Commercial locations in Lakeville are to provide for
highly integrated, attractive nodes with a mix of business activities that promotes
accumulative market attraction and business interchange. (p. 103)
The proposed development is not consistent with the 2040 Lakeville Comprehensive Plan
in that commercial land uses identified on the 2040 Land Use Plan are to be implemented
through designation of the properties with the corresponding C-3, General Commercial
District established by the Zoning Ordinance. The C-3 District provides for establishment
of commercial activities that draw from and serve customers from the entire community
or region. A full range of retail, service and office activities are allowed in the C-3 District.
(p. 176)
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The proposed use will not be compatible with present and future land uses of the
area by reducing the area planned for commercial land uses and increasing the area
planned for residential land uses surrounding the I-35 and CSAH 70 interchange affecting
cumulative attraction and business interchange market factors for this commercial node
of development and altering the transition between commercial and residential land uses
to rural residential uses outside of the MUSA to the west.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: The proposed development complies with the requirements of the Zoning
Ordinance and City Code.
4
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject site is within the MUSA and the proposed use can be accommodated
within the City’s existing public service capacity.
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The subject site is accessed by 210th Street (CSAH 70) designated as a Future
Principal Arterial street and Keokuk Avenue and 207th Street designated as Major
Collector streets by the 2040 Transportation Plan, which have adequate capacity to
accommodate traffic generated by the proposed use.
5. The report dated 24 February 2022 prepared by The Planning Company LLC (TPC) is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council deny amendments to the
Comprehensive Plan 2040 Land Use Plan and Zoning Map based upon the foregoing information,
findings, and the considerations outlined in the Planning Report dated 24 February 2022
prepared by The Planning Company LLC.
DATED: March 3, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
AUTHENTIX LAKEVILLE
APPROVAL OF
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on 3 March 2022 to
consider the application of Continental 564 Fund, LLC for a conditional use permit to allow
development of townhouse dwellings within an M-1 District, multiple principal buildings on one
lot in the M-1 District, and reduction in minimum multiple family dwelling floor area. The
Planning Commission conducted a public hearing on the application preceded by published and
mailed notice. The applicant was present and the Planning Commission heard testimony from
all interested persons wishing to speak.
FINDINGS OF FACT
1. The subject property is guided for Commercial and High Density Residential land uses by the
2040 Comprehensive Plan. The applicant has applied for an amendment to the 2040 Land Use
Plan to change the guided land use to Corridor Mixed Use.
2. The subject site is zoned C-3, General Commercial District and RH-2, Multiple Family
Residential District. The applicant has applied for an amendment to the Zoning Map to change
the zoning of the property to M-1, Mixed Use I-35 Corridor District.
3. The legal description of the property is Outlot F, Morgan Square.
4. Section 11-4-3.E of the City of Lakeville Zoning Ordinance provides that the Planning
Commission shall consider possible effects of the proposed amendment. Its judgment shall
be based upon, but not limited to, the following factors:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: Areas within the I-35 corridor have been guided for CMU uses to provide housing
opportunities adjacent to planned nodes of commercial development that are also in
proximity to existing or future transit facilities. The proposed development is consistent
2
with the goals of the 2040 Comprehensive Plan for economic development, attainable
housing, and a desirable land use transition.
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The subject site is at the west edge of the commercial land uses planned
surrounding the I-35/CSAH 70 interchange. Introduction of housing in this location,
particularly attainable housing, would provide both market and employment support for
businesses in the area as well as industrial uses farther to the east along CSAH 70. The
subject site is also within ¼ mile of the existing City Park and Pool facility located on the
east side of I-35, north of CSAH 70.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: The proposed development complies with the requirements of the Zoning
Ordinance and City Code including performance standards specific to the conditional use.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject site is within the MUSA and the proposed use can be accommodated
within the City’s existing public service capacity.
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The subject site is accessed by 210th Street (CSAH 70) designated as a Future
Principal Arterial street and Keokuk Avenue and 207th Street designated as Major
Collector streets by the 2040 Transportation Plan, which have adequate capacity to
accommodate traffic generated by the proposed use.
5. The report dated 24 February 2022 prepared by The Planning Company LLC (TPC) is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve a Conditional Use Permit
allowing townhouse dwellings within the M-1 District, multiple principal buildings on a lot in the
M-1 District, and exception to minimum multiple family dwelling floor area requirements based
upon the foregoing information, findings, and conditioned upon compliance with the planning
report prepared by TPC dated 24 February 2022.
3
DATED: March 3, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
AUTHENTIX LAKEVILLE
DENIAL OF
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on 3 March 2022 to
consider the application of Continental 564 Fund, LLC for a conditional use permit to allow
development of townhouse dwellings within an M-1 District, multiple principal buildings on one
lot in the M-1 District, and reduction in minimum multiple family dwelling floor area. The
Planning Commission conducted a public hearing on the application preceded by published and
mailed notice. The applicant was present and the Planning Commission heard testimony from
all interested persons wishing to speak.
FINDINGS OF FACT
1. The subject property is guided for Commercial and High Density Residential land uses by the
2040 Comprehensive Plan. The applicant has applied for an amendment to the 2040 Land Use
Plan to change the guided land use to Corridor Mixed Use.
2. The subject site is zoned C-3, General Commercial District and RH-2, Multiple Family
Residential District. The applicant has applied for an amendment to the Zoning Map to change
the zoning of the property to M-1, Mixed Use I-35 Corridor District.
3. The legal description of the property is Outlot F, Morgan Square.
4. Section 11-4-3.E of the City of Lakeville Zoning Ordinance provides that the Planning
Commission shall consider possible effects of the proposed amendment. Its judgment shall
be based upon, but not limited to, the following factors:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The applicant’s request to amend the 2040 Land Use Plan to guide the subject
site for Corridor Mixed Use development has been recommended to be denied by the
Planning Commission as was the application to rezone the subject site to M-1, Mixed Use
2
I-35 Corridor District. The proposed land use is not consistent with the commercial land
use designation guided by the 2040 Comprehensive Plan.
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The subject site is adjacent to existing and planned commercial as well as
residential uses of varying density. The proposed use will be compatible with surrounding
land uses.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: Residential dwellings such as proposed for development of the subject site are
not an allowed use within the C-3 District. The proposed use does not comply with the
Zoning Ordinance.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject site is within the MUSA and the proposed use can be accommodated
within the City’s existing public service capacity.
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The subject site is accessed by 210th Street (CSAH 70) designated as a future
Principal Arterial street and Keokuk Avenue and 207th Street designated as Major
Collector streets by the 2040 Transportation Plan, which have adequate capacity to
accommodate traffic generated by the proposed use.
5. The report dated 24 February 2022 prepared by The Planning Company LLC (TPC) is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council deny a Conditional Use Permit
allowing townhouse dwellings within the M-1 District, multiple principal buildings on a lot in the
M-1 District, and exception to minimum multiple family dwelling floor area requirements based
upon the foregoing information, findings, and the considerations outlined in the Planning Report
dated 24 February 2022 prepared by The Planning Company LLC.
3
DATED: March 3, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Daryl Morey, Planning Director
From: Alex Jordan, Assistant City Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Dave Olson, Community and Economic Development Director
Date: February 15, 2022
Subject: Authentix Lakeville
• Preliminary Plat Review
• Site Plan Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
BBAACCKKGGRROOUUNNDD
Continental 564 Fund, LLC has submitted a preliminary plat named Authentix Lakeville, a
Comprehensive Plan, Rezoning, and a Conditional Use Permit for the construction of a 288-
unit multiple family complex within 12 multi-unit buildings. The proposed development is
located west of Keokuk Avenue, north of and adjacent to 210th Street (CSAH 70), and south of
and adjacent to 207th Street. The parent parcel consists of Outlot F, Morgan Square, zoned C-3
General Commercial District and RH-2, Multiple Family Residential District.
The preliminary plat consists of one lot within one block and three outlots on 19.55 acres.
The proposed development will be completed by:
Developer: Continental 464 Fund, LLC
Engineer/Surveyor: Sambatek
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SSIITTEE CCOONNDDIITTIIOONNSS
The existing site contains vacant undeveloped land. The vast majority of the property consists
of mature trees. A wetland complex and drainageway is located on the south side of the
property draining from the west to the east. An overhead utility line is located adjacent to the
south property line of the parent parcel.
EEAASSEEMMEENNTTSS
Several public easements exist on and adjacent to the parent parcel that must be vacated
with the final plat:
• Drainage and Utility Easement per Doc. Nos. 950967 and 1950917
• Drainage and Utility Easement per Doc. No. 2544948
The following temporary easement will expire upon the construction and extension of 207th
Street with the final plat:
• Temporary Easement per Doc. No. 3082691
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
210th Street (CSAH 70)
Authentix Lakeville is located north of and adjacent to 210th Street, a minor arterial County
roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-
way requirements and access locations along 210th Street. 210th Street is currently constructed
as a four-lane divided urban roadway adjacent to the plat. A ten-foot wide bituminous trail is
located along both sides of 210th Street. The current Dakota County Plat Needs Map identifies
210th Street as a four-lane divided roadway with 75-feet of half right-of-way. The preliminary
plat was reviewed and recommended for approval by the Dakota County Plat Commission at
its April 28, 2021 meeting. The Developer is dedicating the necessary right-of-way as shown
on the preliminary plat.
The segment of 210th Street adjacent to the plat is planned to be a principal arterial roadway
the requires ½-mile full access and ¼ mile for restricted access. The site plan includes
construction of a public street access on 210th Street that aligns with Keswick Loop to the
south. This access location does not meet the future access spacing guidelines for a full access
with ½-mile full access spacing. Dakota County will allow the access location at Keswick Loop
to initially remain as a full access, however the intersection could be restricted in the future
due to safety concerns, operation issues, future projects and development in the area or
when 210th Street is officially designated as a principal arterial roadway.
The Developer is required to coordinate with Dakota County the extent of the improvements
along 210th Street for the proposed access, including construction of a right-turn lane. The
plan for any County road improvements must be approved by Dakota County, and a permit
for the work within the right-of-way must be obtained from the County.
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Keokuk Avenue
Authentix Lakeville is located west of Keokuk Avenue, a major collector roadway as identified
by the City’s Transportation Plan. Keokuk Avenue is currently constructed as a 44-foot wide 2-
lane undivided urban roadway within 80-feet of right-of-way.
The Developer is proposing to construct one shared driveway accesses to Keokuk Avenue.
The shared access will be located outside of the plat boundary. The Developer is required to
obtain all permanent and temporary easements for the private driveway construction outside
of the plat boundary. Additionally, the Developer shall enter into a shared-maintenance
agreement for the private drive. The private driveway access is located in close proximity to
the existing signal at Keokuk Avenue and 210th Street. Given the driveway’s proposed
location, the Developer shall construct the necessary improvements to restrict this access to
right-in/right-out only movements. The Developer shall construct a commercial driveway
apron, stop sign, stop bar, and pedestrian access ramps at the driveway access location at
Keokuk Avenue. A security will be required with the final plat for the improvements relating
to the Keokuk Avenue access.
207th Street
Authentix Lakeville is located south of and adjacent to 207th Street, a collector roadway as
identified by the City’s Transportation Plan. 207th Street is currently constructed as a
temporary urban roadway providing a connection to Keystone Avenue to the north. A
temporary easement was granted to the City with the Morgan Square Third Addition plat for
the temporary roadway connection located outside of the plat boundary. The Developer shall
remove the temporary roadway, restore the easement area and reconstruct the intersection
of Keystone Avenue and 207th Street with the final plat improvements, consistent with the
City’s Transportation plan.
The Developer shall construct 207th Street from the east plat boundary to Keystone Avenue as
a 40-ft wide urban roadway within 80-ft right-of-way and an 8-ft wide concrete sidewalk
along the south side of the roadway. The Developer will not be required to construct 207th
Street to the west plat boundary but will dedicate the full right-of-way as shown on the
preliminary plat. The Developer shall provide the City with an escrow with the final plat for
the full cost of the future construction of 207th Street from Keystone Avenue to the west plat
boundary.
The Developer is proposing to construct one driveway access to 207th Street. The Developer
shall construct a commercial driveway apron, stop sign, stop bar, and pedestrian access
ramps at the driveway access location along 207th Street.
Keswick Loop
Authentix Lakeville includes construction of a future north-south public roadway that aligns
with Keswick Loop to the south. The public roadway will be constructed as a 28-ft wide urban
roadway with a 5-ft sidewalk along the east side of the street within an existing roadway
easement located outside of the plat boundary. Due to the environmental impacts to extend
the public street to the adjacent parcels, the roadway will only be constructed to just north of
the proposed private roadway connection for the site. The public roadway will be extended
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north in the future if necessary for development of the adjacent parcels. The Developer shall
maintain the public street sub north of 210th Street until the roadway is extended north in the
future to provide access to the adjacent parcels.
The Developer is proposing to construct one driveway access to the public street. The
Developer shall construct a commercial driveway apron, stop sign, stop bar, and pedestrian
access ramps at the driveway access location.
Private Drives
The Developer proposes to construct privately owned and maintained drives within the
interior of the site extending from the driveway accesses at 207th Street and Keswick Loop.
The private drives will provide access to each of the buildings and parking areas within the
subdivision.
SSIITTEE PPLLAANN
Authentix Lakeville includes the construction of twelve (12) multiple family buildings, totaling
288 units. Access to each of the buildings will be provided by private drives circulating the
site. The Developer has prepared turning movement templates demonstrating appropriate
turn moves for residential, delivery and emergency vehicles through the site. Additionally, the
Developer’s Engineer completed a traffic study to determine if any improvements would be
required outside of the plat to support the development. The study concluded that no off-site
improvements would be required due to the development, however the increased traffic
loading on 207th Street may increase the rate of pavement deterioration. 207th Street should
be monitored for future pavement rehabilitation in the City’s Transportation Capital
Improvement Plan update. The City’s traffic engineering consultant reviewed the study and
agreed with the recommendations outlined in the study.
At grade parking areas and garage parking will be provided for the buildings and connecting
to the private drives. Each building will include garage stalls within the building. Privately
owned and maintained sidewalks will be constructed within the site allowing pedestrian
access and connectivity within the site. A clubhouse is proposed with an outdoor pool.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility, building and street construction
shall be from a single rock construction entrance on 210th Street. Construction access is
prohibited from Keystone Avenue and 207th Street.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
The Park Dedication requirement for the parent parcel has not been paid and will be satisfied
through a cash contribution with the final plat.
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The Developer shall construct an 8-foot wide sidewalk along the south side of 207th Street, 5-
foot wide sidewalks along both sides of Keystone Avenue and along the east side of the
Keswick Loop extension consistent with the City’s Transportation Plan.
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Authentix Lakeville is located within subdistrict SC-134401 and SC-13460 of the South Creek
sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan.
Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The
downstream facilities have sufficient capacity to serve the proposed commercial
development.
Development of Authentix Lakeville includes the construction and extension of public and
privately owned and maintained sanitary sewer throughout the site. The public sewer
extension will be located within a drainage and utility easement and must be extended to the
west plat boundary to provide service to the adjacent parcels consistent with the
Comprehensive Sanitary Sewer Plan.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall
be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will
be calculated at the rate in effect at the time of approval of the Building Permit Application, as
determined by the City’s Building Official.
WWAATTEERRMMAAIINN
Development of Authentix Lakeville includes the construction and extension of public and
privately owned and maintained watermain systems with private utility service to the
buildings. The public watermain will be located within a drainage and utility easement and
must be extended to the west plat boundary to provide service to the adjacent parcels.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the building permit applications and final construction plans.
OOVVEERRHHEEAADD LLIINNEESS
Overhead utility lines and poles are located on the south plat boundary. Consistent with the
City’s Public Ways and Property Ordinance, the overhead utilities must be removed with
development of the property. A security will be required with the final plat for the removal of
the overhead utility lines and poles.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Authentix Lakeville is located within subdistrict ML-084 and ML-085 of the Marion Lake
stormwater district as identified in the City’s Water and Natural Resources Management Plan.
Development of Authentix Lakeville includes the construction of one public stormwater
management basin, a private filtration basin and a series of privately owned and maintained
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underground filtration chamber systems. The private chambers will be located within Lot 1,
Block 1. The private filtration basin is proposed to be located outside of the plat boundary on
Lot 1, Block 2, Lakeville Commerce Center. The Developer shall sign a private maintenance
agreement for the stormwater management systems and dedicate a maintenance easement
over the areas prior to City Council consideration of the final plat. The stormwater
management design is consistent with City requirements.
The final grading plan shall identify all fill lots in which the building footings will be placed on
fill material. The grading specifications shall also indicate that all embankments meet
FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings
placed on fill material are appropriately constructed. Building Certificate of Occupancies will
not be issued until a soils report and an as-built certified grading plan have been submitted
and approved by City staff.
Authentix Lakeville contains more than one acre of site disturbance. A National Pollution
Discharge Elimination System General Stormwater Permit for construction activity is required
from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed
by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the
City upon receipt from the MPCA.
SSTTOORRMM SSEEWWEERR
Development of Authentix Lakeville includes the construction of public and privately owned
and maintained storm sewer systems. The private storm sewer system will outlet to the
wetland complex located within Outlot A and on Lot 2, Block 2, Lakeville Commerce Center
within an existing easement. The public storm sewer system will be located within the 207th
Street right-of-way that will be routed to the public stormwater basin in Outlot B.
The Trunk Storm Sewer Area Charge has not been collected and will be required to be paid
with the final plat.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
building permit application and final construction plans.
RREETTAAIINNIINNGG WWAALLLLSS
Development of Authentix Lakeville includes the construction of eight privately owned and
maintained retaining walls. The proposed retaining walls are located within Lot 1, Block 1,
except for the:
• Southwest wall which extends into the 207th Street right-of-way. This wall is temporary
and is permitted to be located in this location to minimize wetland impacts. The
Developer shall provide an escrow for the future private retaining wall removal and
relocation with the final plat for the wall that extends within the City’s right-of-way.
Additionally, the Developer shall enter into an encroachment agreement for the
temporary retaining wall within the right-of-way prior to recording the final plat.
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• Eastern most retaining wall, which is proposed on Lot 1, Block 2, Lakeville Commerce
Center. This wall is proposed outside of the plat boundary to support the construction
of the share private drive. The Developer shall enter into a shared maintenance
agreement for the wall located outside of the plat boundary prior to recording the
final plat.
The Developer shall post a security and enter into an encroachment and maintenance
agreement with the City prior to City Council consideration of the final plat for the private
improvements to be constructed within the City’s right-of-way and easements.
Retaining walls with a combined height greater than four feet shall be designed by a
registered geotechnical or structural engineer and constructed in accordance with plans and
specifications consistent with MnDOT requirements. A separate building permit from the
City’s Building Official is required prior to the construction of the wall. The wall shall be
inspected during construction and certified by the design engineer following construction.
FEMA FLOODPLAIN ANALYSIS
Authentix Lakeville is located within areas shown on the Flood Insurance Rate Map (FIRM) as
Zone X, as determined by FEMA. Based on this designation, no areas within the plat are
located within a Special Flood Hazard Area (SFHA).
WWEETTLLAANNDDSS
The wetland delineation for the site was approved on November 20, 2020. The wetland
delineation was completed by Sambatek. The wetland delineation identified one wetland on
the site. Based on the information provided in the updated report dated 11/2/20 and site visit
by City staff, the wetland delineation for the area outlined in the report has been determined
to be acceptable for use in implementing the Wetland Conservation Act.
A replacement plan was submitted and sent out for review and comment to local, state and
federal agencies. A total of 8,567 SF (0.20 acres) of wetland will be permanently impacted by
the construction of proposed development. The wetland impact is due to the construction of
a local street. In addition to the permanent impacts, 6,753 SF (0.16 acres) of wetland will be
temporarily impacted, due to the construction of utility lines and a culvert. The applicant will
provide 17,134 SF (0.40 acres) of wetland mitigation to meet the 2:1 replacement ratio in the
form of wetland bank credits. The comment period for the replacement plan runs until June
3, 2021. No impacts to wetland can take until final approval of the wetland replacement plan.
All wetlands and wetland buffers will be placed in City owned outlots. Natural Area signs will
be placed along adjacent property lines and will be installed by the developer.
TTRREEEE PPRREESSEERRVVAATTIIOONN
The plan identifies 960 total trees on site and proposes to remove 934 trees. All saved trees
are within the wetland or wetland buffer. Prior to removals a silt fence line must be staked
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and reviewed by City Staff in the field. Minor changes may result in additional removals or
saves based on location or condition of the tree.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for meeting all the requirements of the MPCA Construction
Permit. The Developer must obtain permit coverage prior to construction. Redundant silt
fence is required along all wetlands that do not have a 50-foot buffer. The location of the silt
fence will be staked in the field and reviewed by city staff prior to installation.
The Developer is responsible for the establishment of native vegetation around all
stormwater treatment basins and any disturbed wetland buffer areas. A five year
management plan has been including with the wetland replacement plan. A security will be
required with the final plat for the buffer establishment.
Additional erosion control measures may be required during construction as deemed
necessary by City staff. Any additional measures required shall be installed and maintained
by the developer.
RREECCOOMMMMEENNDDAATTIIOONN
If the Planning Commission recommends approval of the preliminary plat for Authentix
Lakeville, the development shall be subject to the requirements and stipulations within this
report.