HomeMy WebLinkAboutITEM 5
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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MEMORANDUM
TO: Daryl Morey
FROM: D. Daniel Licht, AICP
DATE: 13 April 2022
RE: Lakeville - Brookshire
TPC FILE: 135.01
BACKGROUND
D.R. Horton has submitted plans for development of Brookshire located south of 170th Street
abutting the east and south boundaries of the City. The submitted plans propose development
of 298.93 acres with 736 dwellings, as well as public park, and HOA open space and a clubhouse
facility. The proposed development requires applications for a Zoning Map amendment;
Conditional Use Permit for single family lots within the RST-2 District and for a HOA clubhouse
facility and HOA park and open spaces; Subdivision Ordinance variance for cul-de-sac length;
and preliminary plat. A public hearing has been noticed for the Planning Commission meeting
on 21 April 2022 to consider the applications.
Exhibits:
A. Site Location Map
B. Preliminary Plat (4 pages)
C. Grading Plan (14 pages)
D. Utility Plan (3 pages)
E. Landscape Plan (14 pages)
F. Tree Preservation Plan
G. Townhouse Building Plans (6 pages)
H. Clubhouse Site, Building, and Photometric Plans (8 pages)
I. Dakota County Plat Commission Letter
J. Neighborhood Meeting Notes
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ANALYSIS
Land Use. The 2040 Land Use Plan guides the subject site for Low Density Residential land uses,
which is defined as development with a net density of 3.0 dwelling units or less per acre
anticipated to be single family neighborhoods. The density of the proposed preliminary plat
based on a net area of 249.00 acres (gross area minus arterial and major collector right-of-way
and wetlands) and 736 dwelling units is 2.96 dwelling units per acre. The 736 dwellings are
proposed to consist of 555 single family dwellings and 181 townhouse dwellings.
Based on changing demographic characteristics of the community, the 2040 Comprehensive
Plan encourages development of small lot single family dwellings, detached townhomes, twin
homes, traditional townhouses, back-to-back townhouses, and multiple family housing dwelling
units to complement traditional single-family homes. The policy for implementation of the
alternative dwelling units is to provide for development throughout the community to avoid a
concentration of higher density housing types at a single location or in a continuous corridor
between major activity nodes consistent with the desired community development concept.
Inclusion of the proposed townhouses at the northwest corner of the preliminary plat provides
a desirable land use transition from the existing Lake Place townhouses to the west of
Eagleview Drive with the same type of dwellings on both sides of the roadway. Likewise, the
proposed townhouse dwellings at the southwest corner of Street 17 and future Diamond Path
provides separation between the major intersection and single family dwellings to the west and
south. Both nodes of townhouse dwellings provide added housing diversity to the proposed
Brookshire neighborhood and the City’s overall housing stock.
The proposed preliminary plat is consistent with the land use and housing policies of the 2040
Comprehensive Plan.
MUSA. The subject site is within MUSA Expansion Area A. Land within MUSA Expansion Area A
was identified during the 2040 Comprehensive Plan update to indicate that development as
guided by the 2040 Land Use Plan will be allowed prior to 2028 provided that the following
criteria are met:
1. The proposed development is consistent with the 2040 Land Use Plan and compatible
with present and future land uses within the area as guided by the 2040 Land Use Plan.
2. Public sewer and water utilities are in place adjacent to the property with adequate
downstream capacity to serve the proposed land use.
3. Development of the proposed land use will not unduly burden the City or adjacent
properties due to development related costs or long-term maintenance, such as trunk
oversizing and/or regional ponding credits, collector roadway financing, and park
development.
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4. Development of the property provides for or includes a public purpose such as major
street connections, regional stormwater basins or facilities, community park and
recreation facilities or other City needs.
The proposed land use is consistent with the goals, policies, and plans of the 2040
Comprehensive Plan. Sewer and water utilities are available to the subject site with adequate
capacity to serve the proposed preliminary plat. The preliminary plat will provide for right-of-
way and construction of arterial and collector streets as designated by the Transportation Plan.
Finally, the preliminary plat provides for dedication of land as part of the North Creek regional
greenway corridor designated by the Parks, Trails, and Open Space Plan. The preliminary plat
satisfies the criteria established by the 2040 Comprehensive Plan for development of the
subject site within MUSA Expansion Area A prior to 2028.
Zoning. The subject site is zoned RS-3 District. The developer is requesting a Zoning Map
amendment to designate RST-2 District zoning for the single family lots (and HOA clubhouse
facility) and RM-1 District for the proposed townhouse unit and base lots.
The single family lots are proposed in two forms, one with a 55 foot minimum lot width and one
with a 70 foot minimum lot width. The City, as part of the 2021 Zoning Ordinance update,
adopted standards for development of single family lots within the RST-2 District that are
within a plat of at least 100 acres accessed by a major collector or arterial street to allow for a
reduction in lot width. The intent of these provisions is to allow for greater diversity in housing
choice within large scale developments similar to the character of the neighborhoods
developed within Spirit of Brandtjen Farm and Avonlea through conventional zoning without
the need for a PUD, Planned Unit Development District. Designation of RST-2 District zoning for
the subject site to allow access to these standards is appropriate for the single family lots within
the proposed preliminary plat in accordance with the policies of the Comprehensive Plan.
The RM-1 District allows for the proposed row-style townhouses platted in a base lot and unit
lot configuration as a permitted use with performance standards appropriate for a suburban
form of development.
Surrounding Uses. The subject site is adjacent to existing residential uses west of Eagleview
Drive at the northwest corner of the subject site. These residential developments include
townhouse dwellings within the Lake Pointe plat guided by the 2040 Land Use Plan for
Medium-to-High Density Residential land uses and zoned RM-2 District and single family
dwellings within the Wild Wings plat guided for Low-to-Medium Density Residential land uses
and zoned RS-4 District.
Comments were made at the neighborhood meeting regarding the orientation of the
townhouses within Block 1 backing up to Eagleview Drive rather than facing and accessing from
this street like the dwellings in Lake Place and Wild Wings. With Eagleview Drive being a minor
collector street, reducing the number of driveways to the roadway is desirable and
arrangement of the Brookshire townhouses with double frontage to an interior private drive is
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allowed by the Subdivision Ordinance and Zoning Ordinance. The yard along Eagleview Drive is
to be landscaped as a quasi-buffer yard to screen the roadway from the view of the proposed
townhomes, which will also screen the proposed townhomes from the existing dwellings on the
west side of Eagleview Drive.
The proposed land uses and subdivision design will be compatible with existing and planned
land uses in Lakeville surrounding the subject site.
Single Family Lots. Section 11-57-7.H.3, 11-57-15.A and Section 11-21-9.E.1.a and b of the
Zoning Ordinance establishes that the RST-2 District requires the following minimum lot
requirements:
Permitted Conditional Buffer
Yard Corner Lot Interior Lot Corner Lot Interior Lot
Min. Lot
Area
10,200sf. 8,400sf. 9,520sf. 7,500sf. Min Width: 95ft.
Min. Depth 150ft.
Min. Lot
Width
85ft. 70ft. 70ft. 55ft.
Max Lot
Cover
40% 45%
Section 11-57-7.H of the Zoning Ordinance allows for the proposed lots with reduced area and
width by approval of a Conditional Use Permit provided that the number of lots with reduced
area or width are not more than 35 percent of the single family lots within the preliminary plat
and the mean area of all single family lots within the preliminary plat shall be equal to or
greater than the minimum lot area required by Section 11-57-15.A of the Zoning Ordinance.
The lots proposed with a minimum lot area and width less than the permitted requirements of
the RST-2 District are indicated on the preliminary plat. The proposed 55 foot wide lots number
170 lots or 30.6 percent of the total of the single family lots within the preliminary plat, which
complies with the Zoning Ordinance. The mean lot area for all of the single family lots within
the preliminary plat is 10,789 square feet and greater than the minimum lot area of the RST-2
District, which complies with the requirements for allowance of reduced lot width by Section
11-57-7.H of the Zoning Ordinance.
Block 24 has double frontage lots to Street 1 and Street 19, but Section 10-4-2.I prohibits
double frontage lots except those that abut major collector or arterial streets. The double
frontage lots are problematic in that there is a sidewalk along the west side of Street 1 that
would need to be maintained by the abutting lot owners and no privacy fences would be
allowed in the rear yards of these lots. The preliminary plat must be revised to eliminate the
double frontage lots or extend Outlot I between these lots and Street 1 to provide for an HOA
maintained open space with buffer yard landscaping planted.
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Single Family Setbacks. Section 11-57-7.H.3, Section 11-57-15.A, and Section 11-21-9.E.1.c of
the Zoning Ordinance establishes the following setback requirements for single family lots
within the RST-2 District. These setbacks are indicated on the preliminary plat and each lot has
an adequate building envelope to accommodate a single family dwelling.
Front Side Rear Buffer Yard
ROW Interior
25ft. garage face
20ft. bldg.
20ft. 7ft. 30ft. Rear 50ft.
Side 30ft.
Townhouse Lots. Section 11-58-15.B of the Zoning Ordinance requires a minimum of 5,000
square feet of lot area per townhouse dwelling. The preliminary plat complies with the
minimum lot area requirements for the RM-1 District. The four blocks of townhouse dwelling
units within the preliminary plat are to be platted in a unit and base lot configuration as
required by Section 11-58-19.A.2 of the Zoning Ordinance.
Block Unit Lots Total Area Lot Area/Unit
1 61 379,974sf. 6,229sf.
5 10 139,362sf. 13,936sf.
21 75 461,968sf. 6,243sf.
22 36 199,446sf. 5,540sf.
Townhouse Setbacks. Section 11-58-17.B and Section 11-21-9.E.1.c of the Zoning Ordinance
establishes the minimum setback requirements for townhouse dwellings within the RM-1
District shown in the table below. The site plans for the townhouses shown on the preliminary
plat comply with the setback requirements of the Zoning Ordinance.
ROW 20ft.
25ft. to garage face
Base Lot 30ft.
Buffer Yard 50ft.
Wetland buffer 20ft.
Between Buildings 20ft.
Private Drives 30ft.
Guest Parking 15ft.
Access. The subject site abuts the existing or planned roadways shown in the table below that
provide access for the proposed preliminary plat. The Environmental Assessment Worksheet
completed for the proposed development included an analysis of traffic generation relative to
available street capacity to accommodate the proposed preliminary plat. There is adequate
traffic capacity within the existing and planned street system for the number of dwelling units
included in the preliminary plat. Right-of-way dedication for the streets abutting the plat is
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subject to review and approval of the City Engineer. The preliminary plat is also subject to
review and approval by Dakota County as it abuts existing and planned County rights-of-way.
Street Functional Classification
170th Street Major Collector
Eagleview Drive Minor Collector
179th Street (Future CSAH 9) A-Minor Arterial
Diamond Path (Future CSAH 33) A-Minor Arterial
Streets. The preliminary plat includes construction of the following streets:
Street Functional
Classification
ROW Section Trail/
Sidewalk
Street 17(179th Street) A-Minor Arterial 120ft. 23ft. divided Trail
both sides
Eagleview Drive Minor Collector 80ft. Sidewalk
east side
Street 8 Minor Collector 80ft. 32ft. Sidewalk
both sides
Streets 1-7, 9-16, 18-25
Local 60ft. 32ft.
Sidewalk
one side
except cul-
de-sac
Future Diamond Path A-Minor Arterial 120ft. TBD TBD
Street 6, Street 9, Street 11, Street 18, Street 19, and Street 23 all include permanent dead ends
that are warranted by intersection spacing requirements, existing property boundaries, or
natural features. Section 10-4-3.S.3 of the Subdivision Ordinance requires that each cul-de-sac
be a minimum of 150 feet and not more than 600 feet in length with a turnround at the closed
end having a 60 foot radius. All of the cul-de-sac streets are less than 600 feet in length except
Street 19. The length of the Street 19 cul-de-sac is 628 feet from the centerline of the
intersecting street to the center of the turnaround radius requiring a variance in accordance
with Section 10-6-2 of the Subdivision Ordinance. The variance is warranted based on the
natural elements of the site, including North Creek and wetlands, together with the site plan for
the townhouses to the north of Block 23 and Outlot I.
All right-of-way dedication, street design and construction plans (including cul-de-sac
turnarounds) are subject to review and approval of the City Engineer.
Townhouse Private Drives. The townhouses within Block 1, Block 21, and Block 22 of the
preliminary plat are proposed to be accessed via private drives. The private drives comply with
the standard established by Section 11-58-21.G.1 of the Zoning Ordinance to provide through
connections or access to not more than six dwelling units for dead-ends. The private drives are
shown to be 24 feet in width as required by Section 11-58-21.G.4 of the Zoning Ordinance.
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There are sidewalks along the private drives labeled as Street 4 and Street 16. We recommend
that the sidewalk shown on the inside perimeter of Street 16 be shifted to the outside
perimeter of the private drive and that the sidewalks on both Street 4 and Street 16 be located
directly behind the curb.
The design and construction of the private drives are to be subject to review and approval of
the City Engineer.
Townhouse Guest Parking. Section 11-58-21.H.1.a of the Zoning Ordinance requires that
townhouse dwellings provide 0.5 off-street parking stalls per dwelling unit for guest parking.
The submitted plans provide for 36 guest parking stalls in the area of the 71 townhouse
dwellings within Block 1 and Block 5. There are 60 guest parking stalls in the area of the 110
townhouse dwellings within Block 21 and Block 22. The location and ratio of guest parking
stalls for the townhouse dwellings comply with the requirements of the Zoning Ordinance.
Park Dedication. The Parks, Trails, and Open Space Plan identifies acquisition of land within the
area of the subject site as part of the North Creek regional trail corridor, which enters the
property at its west line just north of Street 17 and flows southeasterly to the south line of the
property. Section 10-4-8 of the Subdivision Ordinance provides that the City may require
dedication of a reasonable portion of buildable land within a subdivision for public park
purposes, which is to be in addition to any private facilities the developer may propose as part
of the development.
The buildable area of the subject site for park dedication purposes is defined as the gross area
of the subject site less right-of-way for arterial and major collector streets, wetlands, and
floodplain. The gross area of the subject site is 298.93 acres and the preliminary plat identifies
that the subdivision provides for dedication of 20.34 acres of right-of-way for arterial and major
collector streets and within subject site is 23.35 acres of wetlands and 6.24 acres of floodplain.
The net buildable area of the subject site is 249.00 acres.
Based on 736 proposed dwelling units, the net development density of the proposed
preliminary plat for park dedication purposes is 2.96 dwelling units per acre. Section 10-4-8.I of
the Subdivision Ordinance states that the City may require dedication of up to 12 percent of the
net buildable area of a preliminary plat for park purposes when the proposed density is less
than 3.0 dwelling units per acre. Twelve percent of 249.00 acres is equal to 29.88 acres that the
City may require to be dedicated to the City for park purposes. The preliminary plat identifies
dedication of Outlots F and H to the City for park dedication purposes. Land to be dedicated for
park purposes satisfying the requirements of the Subdivision Ordinance is not to include rights-
of-way, wetlands, wetland buffers, floodplain, or waterways in accordance with Section 10-4-
8.B of the Subdivision Ordinance.
The preliminary plat identifies the net area of land within Outlots F and H provided as
dedication of land for the regional greenway corridor within the subject site as guided by the
Parks, Trails, and Open Space Plan as 2.10 acres, all of which is within Outlot F. This equates to
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7.0% of the required land dedication. The balance of the required park land dedication is to be
satisfied as a cash fee in lieu of land.
The Developer will construct the trail within Outlot H providing a connection to the trails along
179th Street, which ultimately will connect to the planned Dakota County North Creek Greenway
trail to the west. The City will reimburse the Developer for 100 percent of the costs for bituminous
pavement and aggregate base for the trail construction within the greenway corridor. The
amount of reimbursement, based on an estimate to be provided by the Developer’s engineer,
will be credited to the Developer’s Park Dedication requirement with the future phase final plats.
Satisfaction of park dedication requirements are to be subject to review by the Parks and
Recreation Director, the recommendations of the Parks, Recreation, and Natural Resources
Committee, and approval of the City Council.
Easements. Section 10-4-4.A of the Subdivision Ordinance requires dedication of 10 foot wide
easements at the perimeter of all lots. The preliminary plat indicates dedication of the required
easements for all of the single family lots. The preliminary plat dedicates drainage and utility
easement over the townhouse base lots of Lot 61, Block 1; Lot 75, Block 21; and Lot 37, Block
22. The need to oversize any easements for overland drainage or public utilities or any open
space lot/outlot retained by the HOA is to be subject to review and approval of the City
Engineer.
Utility Plan. The developer has submitted a utility plan for the preliminary plat. All utility issues
are subject to review and approval of the City Engineer.
Grading Plan. The developer has submitted plans for grading, drainage, stormwater
management, and erosion control plan for the preliminary plat. Storm water basins, wetlands
and wetland buffer areas are to be platted in outlots and deeded to the City in accordance with
Section 10-4-4.D of the Subdivision Ordinance. All grading, drainage, and stormwater
management issues are subject to review and approval of the City Engineer and Environmental
Resources Manager.
Outlots. The preliminary plat includes 12 outlots summarized in the table below regarding
area, purpose, and ownership.
Outlot Area Purpose Ownership
A 2.20ac. Stormwater management City
B 2.90ac. Stormwater management City
C 4.04ac. Stormwater management City
D 1.88ac. Stormwater management City
E 6.34ac. Stormwater management City
F 4.76ac. Stormwater management/park City
G 9.14ac. Stormwater management City
H 37.88ac. Stormwater management/park City
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I 0.43ac. Open Space HOA
J 0.78ac. Open Space HOA
K 0.08ac. Monument sign HOA
L 0.43ac. Open Space HOA
Homeowners Association. Documents establishing a homeowners association must be
submitted with application for final plat approval to address ownership and maintenance of
private open space for the proposed townhouse dwelling units in accordance with Section 11-
58-19.B of the Zoning Ordinance. A separate HOA is also likely necessary due to the proposed
open space and clubhouse facility accessible to the single family dwellings within the
preliminary plat. The structure of the HOA and the documents establishing it are subject to
review and approval of City staff in conjunction with consideration of a final plat application.
Townhouse Building Plans. The developer has submitted building elevations and floor plans
for the 181 proposed townhouse dwellings to evaluate compliance with design and
construction standards established by Section 11-58-21.B and C of the Zoning Ordinance.
Building Materials. The exterior finish for the proposed townhouse building illustrates a
stone wainscoting on the front of each building and the use of horizontal lap, board-
and-batten, and shake style cement-fiber siding on the balance of the front elevation
and on the entire side and rear elevations. The proposed materials comply with Section
11-59-21.B.3 of the Zoning Ordinance.
Building Height. The proposed townhouse buildings are two story structures with slab-
on-grade foundations. The height of the proposed buildings is within the three stories
or 35 feet allowed within the RM-2 District by Section 11-59-23 of the Zoning Ordinance.
Garages. Each townhouse dwelling is shown to have an attached garage that is 542
square feet in area by inside dimensions. The attached garages are 20.1 feet in width
measured within the interior walls. The area and width of the proposed attached
garages comply with Section 11-59-21.C of the Zoning Ordinance.
Landscaping. The developer has submitted a landscape plan for the preliminary plat that is to
be subject to review and approval of the City Forester addressing:
Single Family Lots. The landscape plan is required to address the provisions of Section
11-21-9.C of the Zoning Ordinance including a minimum of two trees per single family
lot. Based on 560 single family lots, 1,120 trees are required. The landscape plan
summarizes that there are 808 street trees, plus buffer yard trees for a total of 1,980
trees. The single family lot and buffer yard requirements are separate and must be
revised to indicate a minimum of two shade trees per lot plus landscaping required to
comply with the separate buffer yard standards. Note that the street trees are actually
installed in the front yard and not the public rights-of-way as required by Section 11-21-
9.C.4.f of the Zoning Ordinance.
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Buffer Yard. Section 11-21-9.E of the Zoning Ordinance requires a residential buffer
yard be planted abutting 170th Street, Street 17 (179th Street), and Diamond Path to
provide a minimum visual screen to a minimum height of 10 feet. The planting schedule
on the landscape plan indicates that the proposed evergreen trees planted within the
buffer yard are to be six feet in height. The landscape plan must add spot elevations for
the proposed grading plan along 170th Street, Street 17, and Diamond Path to
demonstrate that the proposed plantings will provide the required 10 foot minimum
screening height. They types and species of the proposed plantings are to be subject to
review and approval of the City Forester.
Townhouses. The townhouse base lots must each also address the landscape
requirements of Section 11-58-21.I of the Zoning Ordinance including submission of a
cost estimate for the proposed plantings with application for final plat approval. Again,
the plantings required for the yards and foundations of the townhouse dwellings must
be separated from the plantings required for the residential buffer yard by Section 11-
21-9.E of the Zoning Ordinance. We recommend that the developer provide separate
information on the quantities and value of plantings for each block of townhouse
dwellings to ensure that the landscaping is distributed appropriately within the
development.
Clubhouse. The developer has submitted site and building plans for an HOA clubhouse facility
to be developed on Lot 1, Block 32. The clubhouse requires approval of a conditional use
permit in accordance with Section 11-57-7.D of the Zoning Ordinance.
A 30 foot setback from public rights-of-way is required for non-residential uses within
the RST-2 District, which is indicated on the site plan. Community center buildings are
required to provide a side yard setback double that required by the underlying zoning
but not more than 30 feet, which for the proposed clubhouse building is 20 feet
applicable to the north lot line. The off-street parking area is setback 15 feet from
Street 1 as required by Section 11-19-7.I.1 of the Zoning Ordinance. The site plan
complies with all required setbacks.
The submitted plans indicate that the proposed building has an exterior finish of stone
veneer, two forms of fiber cement board siding, glass windows, metal trim, and asphalt
shingles. The proposed exterior materials comply with the requirements applicable
within the RST-2 District.
The proposed building is a one-story structure that is within the 35 foot height allowed
for principal building within the RST-2 District.
The submitted plans identify the area of the clubhouse as 5,594 square feet. Section 11-
19-13 of the Zoning Ordinance requires community center uses to provide 10 parking
stalls plus one parking stall per 300 square feet over 2,000 square feet. Based on the
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floor area of the proposed clubhouse and the requirements of the Zoning Ordinance, 28
off-street parking stalls are required. The preliminary site plan provides 36 off-street
parking stalls exceeding the number required. The site plan shows one ADA accessible
stall is provided, but two stalls are required for parking lots with 26-50 stalls requiring
the site plan to be modified.
The submitted landscape plan for the preliminary plat and the site plans for the
clubhouse lot detail plant types, sizes, and quantities for the proposed landscaping. The
landscape plan for the clubhouse property is to be subject to review and approval of the
City Forester in compliance with the requirements of Section 11-21-9 of the Zoning
Ordinance.
The developer has submitted an exterior lighting plan indicating the location, type and
height of all exterior light fixtures and a photometric plan illustrating the intensity of the
proposed exterior lighting in compliance with Section 11-16-17 of the Zoning Ordinance.
There is a trash storage area shown at the northwest corner of the off-street parking
area. The developer has submitted a plan for an enclosure for the exterior trash and
recycling containers that complies with the requirements of Section 11-18-11 of the
Zoning Ordinance.
Outlot I. The preliminary plat illustrates a HOA private park on Outlot I south of Street 17
(future 179th Street) and west of Street 1, which requires approval of a conditional use permit in
accordance with Section 11-57-7.D of the Zoning Ordinance. No plans have been submitted for
the private park, but the preliminary plat illustrates an envelope for installation of play
equipment in the future. The proposed building envelope provides a 30 foot setback from
Street 1 and Street 19 and 20 foot setback from the north and south lot line of the outlot. The
site plan complies with all required setbacks and installation of play equipment in the future
will require issuance of a building permit.
Sign. The preliminary plat identifies Outlot K at the intersection of 170th Street and Street 1 for
the purpose of locating a subdivision identification sign. Section 11-23-15.X of the Zoning
Ordinance allows one subdivision identification sign at each entrance to a development from a
collector or arterial street. Subdivision identification signs are limited to an area of 100 square
feet and 10 feet in height and must be setback 15 feet from public rights-of-way. A sign permit
is required to be approved by the Zoning Administrator for each subdivision identification sign
in accordance with Section 11-23-5 of the Zoning Ordinance.
CONCLUSION
The proposed Brookshire preliminary plat is consistent with the land use and housing policies of
the Comprehensive Plan and complies with the provisions of the Zoning Ordinance and
Subdivision Ordinance.
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Findings of fact supporting the approval of the Zoning Map amendment, Conditional Use
Permit, and Subdivision Ordinance variance have been drafted for consideration by the
Planning Commission.
Our office and City staff recommend approval of the applications be subject to the following
stipulations:
1. The preliminary plat shall be revised to eliminate the double frontage lots within Block
24.
2. Park dedication shall be subject to the recommendations of the Parks, Recreation, and
Natural Resources Committee to be satisfied as:
a. Outlots F and H shall be deeded to the City for 2.10 acres or 7.0 percent credit
for the required park land dedication for the preliminary plat;
b. The balance of the required park dedication shall be satisfied as a proportional
cash fee in lieu of land equal to 93 percent of the cash fee in effect at the time of
final plat approval.
c. The City shall reimburse the developer for 100 percent of the costs for
bituminous pavement and aggregate base for the trail construction within the
Outlot H, based on an estimate to be provided by the developer’s engineer, will
as a credit to the park dedication cash fee in lieu of land requirement with the
final plat of future phases.
3. All right-of-way dedication and street design and construction plans shall be subject to
review and approval of the City Engineer.
4. All private drive design and construction plans are subject to review and approval of the
City Engineer.
5. All drainage and utility easement shall be subject to review and approval of the City
Engineer.
6. All utility issues shall be subject to review and approval of the City Engineer.
7. All grading, drainage, stormwater management, wetland, and erosion control issues
shall be subject to review and approval of the City Engineer.
8. Outlots A, B, D, E, and G shall be dedicated to the City for stormwater management
purposes.
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9. The developer shall submit documents with application for final plat approval
establishing a homeowners association to address ownership and maintenance of
private open space for the proposed townhouse dwelling units in accordance with
Section 11-58-19.B of the Zoning Ordinance, subject to review and approval of City staff.
10. The landscape plan for the proposed preliminary plat shall be subject to review and
approval of the City Forester in compliance with Section 11-21-9 of the Zoning
Ordinance and Section 11-58-21.I of the Zoning Ordinance, including the following:
a. There shall be a minimum of two shade trees planted within each single family
lot.
b. The landscape plan for Blocks 1, 5, 21, and 22 shall individually comply with
Section 11-59-21.I of the Zoning Ordinance.
c. The residential buffer yard requirements of Section 11-21-9.E of the Zoning
Ordinance shall be in addition to the requirements of Section 11-21-9.C and 11-
59-21.I of the Zoning Ordinance.
11. Installation of play equipment within Outlot I shall be subject to review and approval by
the Zoning Administrator and issuance of a building permit(s) as may be required.
12. Subdivision identification sign(s) shall comply with Section 11-23-15.X of the Zoning
Ordinance subject to approval of a sign permit by the Zoning Administrator prior to
installation.
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
City of Lakeville
Brookshire
Preliminary Plat
Location MapPILOT KNOB ROAD (CSAH 31)170TH ST
City of Farmington
Brookshire
Preliminary
plat location Empire TownshipEAGLEVIEW DR173RD ST
179TH ST (FUTURE CSAH 9)
EXHIBIT A
STREET 2
STREET 3
STREET 19
STREET 9
STREET 17
STREET 8
7
8
6
15
STREET 25
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4 5 6 7 8 9 10 11 12 13 14
1 2 3 4 5
678
9
10
11 12 13
14151617
18
19
20
21
22
23
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25
26
2827
29
1 2 3
4
5
6
7
8
910
11
12
13
1
2
3
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5
6 9 1110
12
13
1
2
3
4
5
8
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91011
12
13
14
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1 2 3 4 5 6
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13 14
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171920
21
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1
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4
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1
2
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12131415161718
1
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131415161718
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34
1 2 3 4
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8910
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1 2 3 4
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14
15 16
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1 2
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10111213
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1 2 3 4
5 6
8 7910
11
12
13
1
2
3
4 5 6 7 8 9 10 11 12 13
14
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18
1920212223242526272829
1
2
3
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5
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7 8 9
10
1112
13
14
1
2
3
45
1
2
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7 8 9 10
11 12
13
14
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1817
19 20 21 22
23242526
28
27
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30
31
32
33 34
1
2
3
4 5 6
1
2
3
4
5
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8
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10 11
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15
16
17
18
19 20
21
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2728
29
30
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35 36
1920 18 17
15
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112345
6
7
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11
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4123 5 76 118910 12
13 14
17
15 16
20
18
19
21
24
2223
25
27
26
28
3029
32 31
3334383536374639404142434445
7374 72 7071 6869
62
6766 65 64 63
6061
59
58525756555453514950
1
4847
11
23456
7
8910
151213 14 1716 18
19
27
2021222324
25 26 29
31
28
35
30
33 323436
123
54
6
7
89
1110
141312
15
16171819
20
2221
25
2324
26
29
2728
31
30
3332
34
35 39363738
45
404142
4344
49
46
4748
5150
5352
5554
56
57
1
32
45
678910
1COMMON LOT 62
1
44
6
6
7
7
8
9 9
9
10
1010
11
11
12
12
12
13
13
14
14
15
15
16
16
16 17
17
18
19
20
20
20
21
21
2122
2
3
5
23
23
24
26
26
28
27
29
29
30
31
31COMMON LOT 11COMMON LOT 75
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
OUTLOT E
OUTLOT G
OUTLOT F
OUTLOT H
1 2 3 4 5 6 7
8
9
11
10
12
1314151617
18 19 20 21 22 23 24
1 2 3 4 5
6789
25
OUTLOT I
OUTLOT J
61,252 SF WETLAND IMPACT
170TH STREET WEST 170TH STREET WEST
58596061
OUTLOT L
1
32
34 26 26 34
34 26 26 34
1 2 3 4
2,550 SF 2,550 SF1,950 SF 1,950 SF
STREET
4.8
21.2 21.2
4.8 4.8
21.2 21.2
4.8
15.0
11.011.0
15.015.0
11.011.0
15.0
623
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE OVERALL PRELIMINARY
PLAT20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###########
### OR ###
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING ZONING: RS-3PROPOSED ZONING: RM-1 (BLOCKS 1, 5, 21, 22)
GROSS SITE AREA: 298.93 AC / 13,021,391 SF MAJOR R.O.W. (170TH ST., STREET 17 & FUTURE DIAMON PATH): 20.34 AC / 886,010 SF EXISTING WETLANDS: 23.35 AC / 1,017,126 SF
FLOOD PLAIN (NOT WET): 6.24 AC / 271,814 SFNET SITE AREA: 249.00 AC / 10,846,440
PARK DEDICATION: 2.10 AC / 91,476 SF
DEVELOPMENT SUMMARY MULTI-FAMILY TOWNHOMES:181 HOMES
55' SELECT / EXPRESS SELECT (B2,3,4,6,11(L1-10,13,14),27,28,29(L20-36)): 170 LOTS (30.6%)
70' RAISED RANCH / HORTON SINGLE FAMILY:385 LOTS (69.4%) TOTAL HOMES: 736 HOMES
PROJECT OPEN SPACE: 70.86 AC / 3,086,661 SFSEE OUTLOT TABLE BELOW
PROJECT DENSITY:
MINIMUM LOT AREA
SITE DEVELOPMENT DATA
SINGLE FAMILY LOT STANDARDS
1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.
2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED.
5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.
DEVELOPMENT NOTES
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
CURB AND GUTTER
LOT LINE
POND NORMAL WATER LEVEL
RETAINING WALL
EXISTING PROPOSED
TIP-OUT CURB AND GUTTER
SITE LEGEND
AVERAGE LOT AREA*
MINIMUM LOT WIDTH
MIN. CORNER LOT WIDTH
SETBACKS
FRONT
SIDE INTERIOR LOT
SIDE CORNER LOT
REAR
STANDARD 70' SINGLEFAMILY 55' SINGLEFAMILY
8,400 SF
11,731 SF
7,500 SF
8,787 SF
55' @ FRONT SBK
70' @ FRONT SBK
70' @ FRONT SBK
85' @ FRONT SBK
20' / 25' GARAGE
7'/7'; 14' TOTAL
20'
30'
OUTLOT TABLE
OUTLOT
A
GROSSAREA (AC)USE OWNERSHIP
PONDING / OPEN SPACE CITY 2.20 AC
B 2.90 AC
C 4.04 AC
D 1.88 AC
E 6.34 AC
PROPERTY DESCRIPTION
0'300'600'900'
1" = 300'
SEE EXISTING CONDITIONS SHEET FOR PROPERTY DESCRIPTION
MINIMUM LOT DEPTH 130'125'
7'/7'; 14' TOTAL
20'
30'
MULTI-FAMILY LOT STANDARDS
SETBACKS
FRONT TO R/W
FRONT TO PRIVATE DRIVE
SIDE TO R/W
REAR
STANDARD
25' TO GARAGE
30' TO GARAGE
25'
30'
BETWEEN BUILDINGS 20'
DENSITY 5,000 SF PER UNIT MIN.
F 4.76 AC
G 9.14 AC
H 37.88 AC
I 0.43 AC
J 0.78 AC
TYPICAL 70' SINGLE FAMILY
LOT DETAIL
5'
7'
5'
70'
70'
21
DRAINAGE &
UTILITY EASEMENT
TYPICAL LOTDIMENSION
FRONT BUILDINGSETBACK
BUILDING
SETBACK LINE
LOT NUMBER
REAR BUILDINGSETBACK
LOT LINEDRAINAGE &UTILITYEASEMENT
ROADRIGHT-OF-WAY
X,XXX SF
LOT AREA
TYPICAL 55' SINGLE FAMILY
LOT DETAIL
5'
7'
5'
55'
55'
21
DRAINAGE &
UTILITY EASEMENT
TYPICAL LOTDIMENSION
FRONT BUILDINGSETBACK
BUILDING
SETBACK LINE
LOT NUMBER
REAR BUILDINGSETBACK
LOT LINEDRAINAGE &UTILITYEASEMENT
ROADRIGHT-OF-WAY
X,XXX SF
LOT AREA
TYPICAL TOWNHOME DETAIL
GARAGE GARAGE GARAGE GARAGE
DWY DWY DWY DWY
88
PARKING PROVISIONS:
REQUIRED GUEST PARKING: 0.5 STALL PER UNIT X 177 UNITS = 90.5 STALLS
PROVIDED GUEST PARKING: 96 STALLS
CITY
CITY
CITY
CITY
CITY
CITY
HOA
HOA
HOA
PONDING / OPEN SPACE
PONDING / OPEN SPACE
PONDING / OPEN SPACE
PONDING / OPEN SPACE
PONDING
PONDING / OPEN SPACE / PARK
PONDING
PARK
OPEN SPACE
MAX. BLDG COVERAGE 45%40%
20' / 25' GARAGE
RST-2 (REMAINDER)
SINGLE FAMILY HOMES:555 HOMES
5,303 SF/UNIT PROVIDED
(OUTLOTS H TRAIL CORRIDOR, 20' AVG. WIDTH AS CALC.)
*OVERALL AVERAGE LOT AREA: 10,789 SF
K 0.08 ACHOAMONUMENT SIGN
L 0.43 ACHOAOPEN SPACE
PROPOSED WETLAND IMPACT:61,252 SF (1.406 AC)
PROPOSED WETLAND IMPACT (VIA OFFSITE CREDIT PURCHASE):122,504 SF (2.812 AC)
GROSSAREA (SF)
95,607 SF
126,208 SF
175,913 SF
81,783 SF
276,376 SF
207,396 SF
397,950 SF
1,650,141 SF
18,574 SF
34,098 SF
3,659 SF
18,801 SF
EXHIBIT B
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
SAN61,252 SF WETLAND IMPACT
STREET 3
STREET 8
085.7070.25 90.0076.0070.25
70.25
73.00
87.22
72.00 72.00
7 2 .5 0
72.5272.54 72.54 85.0071.0070.0070.5070.5070.5070.5070.5070.5070.5070.5074.0085.00 72.00
72.00
74.00
99.65
85.00 75.00
85.10
85.00
71.23
87.5472.0074.08
98.83
71.00
76.56 7 5.00
72.1172.11
69.0071.0071.0071.0071.0478.22
89.1685.00
71.0071.0071.0071.0055.29 55.29
55.50 55.50
55.50 55.50 55.50 55.50 55.50 55.50 55.50
71.00
72.5757.1557.1557.1557.1557.1557.1557.1557.1557.15
56.64
55.65 57.15 57.15 57.15 57.15 57.15 57.15 57.15 57.15 72.57
55.50 55.50 55.50
55.5055.50 55.50 55.51 55.51 55.51 55.51
77.27
151314121110
98765
43
2
1
1
2
3
4
5
6
7
8
1
2
3
4
5
6 7 8 9 10 11 12 13 14 15 16 17
18192021222324252627282930
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20
212223242526272829303132
33
34
35
36
37
38
39
40
1
2
3
4
5
6 7 8
9 10 11 12 13
14
1 2 3 4
5
6
78
9
10
1
2
3
4
1
11
12131415161718
1
19 2
1 2 3
4
5
6
7 8 9
10 11 12
13
14
15 16
17
18
19
20
21
22
23
25
24
26
27
28
29
30
32
31
33
1 2
3
4
5
6
7
8
9
10111213
14
15
16
17
18
19
1 2 3 4 5 6
8 79
10
11
12
13
1
2
3
4
5 6 7
8 9 10 11 12
13
14
15
16
17
18
19
2021
22
23
2425262728
29
1
2
3
5
4
6
7
8
9
11
10
14
13
12
15
1617
18
19
20
22
21
25
23
24
26
29
27
28
31
30
33
32
34
49
47
48
53
5051
52
55
54
57
56
5958
6061
1
32
45
6
7
8
9
10
9,740 sf
1
COMMON LOT 62
1
4
4
6
6
7
7
8
9 9
9
10
10
10
11
11
12
14 18
20
2
3
5
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
8,153 sf8,790 sf 8,436 sf9,145 sf8,044 sf
8,044 sf
8,238 sf
8,312 sf
8,482 sf
9,490 sf9,460 sf
9,173 sf
8,720 sf8,435 sf
10,153 sf 12,833 sf
11,674 sf
10,156 sf
17,992 sf
10,322 sf10,260 sf
10,500 sf 11,646 sf 11,221 sf 12,325 sf
14,727 sf
13,596 sf11,973 sf
13,620 sf
8,001 sf8,001 sf8,001 sf8,001 sf8,019 sf
11,921 sf
11,400 sf
11,800 sf12,452 sf
10,446 sf
10,366 sf
10,499 sf
9,853 sf
10,336 sf
8,475 sf8,772 sf8,805 sf
8,251 sf
13,054 sf
8,001 sf8,001 sf8,001 sf8,001 sf8,001 sf8,001 sf 8,001 sf8,001 sf
8,720 sf
7,735 sf 8,157 sf 8,908 sf
9,160 sf
7,902 sf 7,652 sf
9,108 sf
8,702 sf
8,458 sf
9,967 sf
8,950 sf
9,068 sf
8,229 sf
8,595 sf
8,431 sf
8,508 sf
8,860 sf
9,249 sf
9,246 sf
8,785 sf
10,813 sf
8,077 sf
7,930 sf
7,930 sf
10,509 sf
8,597 sf
8,355 sf
8,186 sf
7,652 sf
10,889 sf
9,729 sf
10,262 sf
9,872 sf
12,447 sf
9,733 sf 9,783 sf 9,684 sf 9,430 sf
9,585 sf
11,475 sf
9,627 sf
9,585 sf
9,585 sf
9,960 sf
12,118 sf
11,392 sf
9,722 sf 11,434 sf
11,373 sf
9,775 sf
12,065 sf
9,360 sf
9,302 sf
14,129 sf
10,352 sf
9,698 sf10,296 sf10,629 sf10,540 sf
9,989 sf
11,183 sf 9,135 sf
9,291 sf
11,271 sf
9,922 sf
11,732 sf10,125 sf 14,140 sf
11,666 sf
24,422 sf
14,765 sf
10,160 sf
10,160 sf
13,350 sf
10,031 sf
10,103 sf
10,188 sf
9,408 sf
9,516 sf
11,269 sf
9,407 sf
75
75
75
75
75
75
75
75
75
75
75
75
5 57 51
73575757575757575767
5747669
40
56
56 56
57
542
26269
7369
138
66 75
68
17 67 961
92
222
30
104 71206
105 53
107585
70
11276
91
76
95
92
427586
63
7 5 22
41 41156735656565655
8656565656 671101
837198
73575757577
161
29
4486
4785
9285
7137148
145
63 84
147 7140
147
125354
4735757575757575745
535353
877
13255
60
55
65
55
64
55
64
55
65
55 5567 5557 65
53 56 55 56 55 56 55 56 77365
51575 3151 0132133
113491
79
1357322
7377
135
135 8135 1871992408 41
684 84
8213387
69 69
131 229 70 1304577
145148 7 867 7 8
61137286
22
130130
130
136
136
180
190
165
170
165
180
165
193
165
201
165
199
165
165
171
693985
145
141
142
143
132
132
2605
10,309 sf 10,305 sf
7,729 sf
425
13955
56OUTLOT J
STREET 2
8
8,840 sf
8,714 sf
8,682 sf
7,548 sf
7,635 sf 7,660 sf7,660 sf7,660 sf7,660 sf7,620 sf
8,598 sf
8,436 sf 7,753 sf 7,505 sf 7,563 sf 7,627 sf
8,494 sf
8,288 sf8,750 sf
7,673 sf 7,659 sf7,659 sf7,659 sf7,659 sf7,659 sf7,659 sf7,659 sf
9,020 sf
8,911 sf
7,696 sf
8,266 sf
8,358 sf
11,400 sf
11,730 sf9,407 sf
170TH STREET WEST 170TH STREET WEST
11,712 sf
126,208 sf
9,879 sf
12,121 sf
9,681 sf
9,511 sf
9,494 sf
9,456 sf
OUTLOT K3
9,646 sf 10,583 sf 10,875 sf
10,006 sf
12,302 sf
12,121 sf
12,439 sf
10,352 sf
12,784 sf
86
9068
54 32
5129
156
4175
17515175
175
175
13,158 sf10,931 sf
34,098 sf
8,701 sf
7,851 sf
7,818 sf
29,862 sf
15,174 sf
230,574 sf
787,923 sf
21
1,950 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
1,950 sf
2,550 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
1,950 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
1,950 sf
1,950 sf
2,550 sf
1,950 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
34 26 26 34
34262634
34 26 26 34
34262634
34 26 26 34
34262634
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
3,660 sf
97
81,783 sf
9,546 sf
14,027 sf
12,338 sf
11,749 sf
12,479 sf
11,633 sf
95,607 sf
13,122 sf
11,632 sf
13,590 sf
14,515 sf
14,025 sf
11,811 sf
14,739 sf
12,337 sf
13,718 sf
12,337 sf
13,015 sf
12,338 sf
12,304 sf
165
170
180
165
98
193
165
201
199
190
180
9,857 sf 9,873 sf 10,684 sf
10,732 sf
9,648 sf
67
61
22158
40
2605
85
2751
518
641
22
85
1518
1OUTLOT L18,801 sf
247
175,914 sf
41
84
37415
68
6
4
9
10
7
1
125,910 sf
32 55555580
80
80
60R/W
32B-B
20
60
R/W
32B-B 6020
60R/W
32B-B
60R/W
32B-B32 60R/W
32B-B
POND
32R/W5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
POND
POND
POND
WETLAND
EDGE OF WETLAND
5' SIDEWALK
60
8036805' SIDEWALK
POND
60R/W
16B-B
16B-B
8' TRAIL 8' TRAIL
24B-B
POND
OVERHEAD LINES TO BE BURIED
Drainage & UtilityEasement over all ofLot 62, Block 1
Drainage &UtilityEasementover allof Lot 11,Block 5
HOA AMENITY AREA(TBD)
Drainage & Utility Easementover all of Outlot A
624
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY PLAT
20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
100'
20' OR 10'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
0'100'200'300'
1" = 100'
STREET 9
STREET 17
7
8
6
15
S T R E E T 1 1
68.29
83.92
71.0071.50 71.50
84.82
75.0170.50
75.01
70.50
75.54
75.00
75.0073.5285.4590.4370.7575.2570.7575.2570.7585.0070.5071.53
80.6770.50101.25
70.0270.65
86.92
72.00
10
11 12 13
141516
17
18
19
20
21
22
23
24
25
26
28
27
29
1 2
3
4
5
6
7
8
910
11
12
13
3
4
5
6 9 1110
12
13
1
2
3
4
5
8
7
9
1011
12
13
14
15
16
17
18
1 2 3 4
5
6
7
8
9
10
11
12
13
14
16
18 17
19
20
21
22
24
23
26
25
2
1
3
5
4
6
7
8
9
10
11
12
13
1
2
3 4 5 6 7 8 9 10
111819 2
3
4
5
6
7
8
9
10
11
12
13
14151617
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
1 2 3 4
5
6
7
8910
11
12
13
1
2
3
4
1
2
3
4
5
6 32
33
34
1
412 3 5 76 1189 10 12 13 14
17
15
16
20
18
19
21
24
22
23
25
27
26
28
30
29
32 313334383536374639404142434445
73
74
72 7071 6869
62
67 66 65 64
63
6061
59
58
52 57565554535149 50
1
4847
11
2
3
4
5
6
7
8
9
10
15121314 1716 18
19
27
2021222324
25 26
29
31
28
35
30
33 32
34
36
12
12
13
13
14
14
15
15
16
16
16
17
17
18
18
19
20
20
20
21
21
2122
23 26
31
COMMON LOT 75
COMMON LOT 37
OUTLOT D
OUTLOT E
OUTLOT G
OUTLOT F
10,906 sf
10,594 sf
9,938 sf 10,860 sf
10,013 sf 9,938 sf 9,938 sf
11,303 sf 9,517 sf11,674 sf 9,629 sf
10,310 sf
11,684 sf
10,287 sf
10,274 sf
11,070 sf
10,446 sf
9,818 sf
10,005 sf
9,917 sf
9,444 sf
10,045 sf
11,675 sf
10,813 sf
10,777 sf
10,906 sf
9,860 sf
13,189 sf
9,936 sf
15,057 sf
10,274 sf
14,031 sf 10,814 sf 13,378 sf
10,616 sf
10,360 sf
10,319 sf
10,360 sf
10,360 sf
10,651 sf
11,891 sf
16,582 sf19,954 sf 11,614 sf
13,721 sf
11,878 sf
9,558 sf
9,989 sf
11,183 sf 9,135 sf
9,291 sf
9,922 sf
11,841 sf
9,783 sf
9,783 sf
9,197 sf
11,116 sf
13,104 sf 12,766 sf
14,005 sf
10,931 sf
10,971 sf
11,811 sf
12,248 sf
12,248 sf
11,475 sf
9,360 sf
9,360 sf
9,360 sf
10,060 sf
13,910 sf
9,922 sf
9,897 sf
11,778 sf
12,190 sf
12,211 sf
18,843 sf
12,807 sf
13,106 sf
13,038 sf
12,816 sf
11,666 sf
12,357 sf
11,766 sf
14,332 sf
28,739 sf
25,398 sf
12,002 sf
12,002 sf
13,779 sf
22,492 sf
2,550 sf
18,575 sf15,607 sf
9,490 sf9,490 sf 9,490 sf 9,490 sf 12,714 sf 23,260 sf
11,513 sf
12,039 sf
12,017 sf
12,811 sf
12,225 sf
10,779 sf
10,961 sf
11,296 sf
13,600 sf
12,023 sf
9,964 sf
13,354 sf
11,445 sf
13,243 sf
13,679 sf
12,086 sf
15,404 sf
11,053 sf
11,296 sf
207,396 sf
14,103 sf
13,738 sf
13,515 sf
13,187 sf
12,622 sf
1,950 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
11,054 sf
9,937 sf
26,722 sf
1,950 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf79 50 75
75 75
12664130
84
789780
13579
7958 86
143
14372149
141
116
1327
37537 0
143 86
50 73 51
68686317 67
901147472
74
203
180
61
131136
148
1333
3711413757 9130
169
165
160
164
1771
6184
186
182
176
170
162
171
170
170
170
75
75
47
51 114 118
2 73 73 73 73 9
122 73 73 73 73 129 1455152
161
162
172
148
136
150
66
75
342626262634
34 26 26 26 26 34
3 4
3 4
342626262634
34 26 26 26 26 34
4114168161
7 5
268
17 71 72 13
283122 1452471
75
75
75
75
95.46
STREET 16
70.42
11,242 sf
10,464 sf
1 2 3 4 5 6
773.0073.0073.0073.00
OUTLOT I
STREET 16
122,046 sf
14,532 sf
12,146 sf
15,568 sf
22,905 sf 23,299 sf 17,710 sf
18,130 sf
15,941 sf
10,703 sf
16,854 sf 11,616 sf 11,473 sf
COMMON LOT 75
13,489 sf
300,868 sf
1,950 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
1,950 sf
1,950 sf
1,950 sf
2,550 sf
2,550 sf
1,950 sf
459
34 26 26 26 34
3426262634
34262634
34 26 26 34
34 26 26 26 34
3426262634
75
75
3426262634
34 26 26 26 34
3426262634
34 26 26 26 34
3426262634
34 26 26 26 34
34 26 26 26 26 34
342626262634
34 26 26 26 34
3426262634
75
75
342626262634
34 26 26 26 26 34
3426262634
34 26 26 26 34 75
75
75
75
75
75
75
75
75
75
12,372 sf
10,719 sf
10,412 sf
17,159 sf
10,831 sf
276,376 sf
15,504 sf
13,501 sf
12,362 sf
14,029 sf
9,525 sf
11,475 sf
12,521 sf
13,975 sf
11,107 sf
13,375 sf
13,231 sf
13,231 sf
8199136
150 517132 411,289 sf
9,667 sf
9,546 sf
81,783 sf
9,546 sf
12,674 sf9,356 sf
9,210 sf
9,154 sf
9,246 sf
9,445 sf
9,449 sf
9,333 sf
9,173 sf
9,353 sf
397,950 sf
9,304 sf
12,960 sf
12,852 sf
9,537 sf
9,675 sf
9,728 sf
9,974 sf
10,292 sf
62
69
67
61
851
6 4
87979
147272139 145
9,038 sf
8,938 sf
4
4 13
124
4
2
2
2
7
6
80
80
80
POND
POND
POND
POND
POND
POND
WETLAND
WETLAND
WETLAND
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
10' TRAIL
10' TRAIL
10' TR A IL10' TRA IL60R/W
32B-B
R/W
B-B
B-B
22
21
28
24B-B
24B-B
TOT LOT
8' TRAIL
66
70
62
63FEMA FLOODWAY
Drainage & UtilityEasement over all ofLot 75, Block 21
Drainage & Utility Easementover all of Outlot G
Drainage & Utility Easementover all of Outlot E
Drainage & Utility Easementover all of Outlot F
625
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY PLAT
20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
100'
20' OR 10'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
0'100'200'300'
1" = 100'
POHPOH
STREET 19
STREET 25
71.3555.5058.14 72.50
73.39
58.14 58.14
85.67
85.0070.50
72.50
71.50
71.50
85.0070.5070.50
85.00
9
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4
5
4
5
6
7
8
9
10
11
12
13
14
15
16
18
17
19 20 21 22
23242526
28
27
29
30
31
32
33
34
1
2
3
4
5 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
1920
18
17
15
16
14
13
12
10
11
9
8
7
6
5
4
3
2
112345
6
7
8
12
10
11
16
13
14
15
17
20
18
19
22
21
23
26
24
25
27
28
72.88
23
23
24
26
26
28
27
27
29
2929
30
31
31
OUTLOT H
9,706 sf
9,518 sf
10,128 sf
12,644 sf
13,659 sf
11,764 sf
10,431 sf
13,415 sf
18,001 sf
13,388 sf
18,575 sf15,607 sf
11,471 sf
9,490 sf9,490 sf 9,490 sf 9,490 sf
9,275 sf 9,275 sf
12,842 sf 10,636 sf 10,636 sf 12,112 sf12,749 sf11,631 sf
11,501 sf
11,820 sf
11,776 sf
11,676 sf
11,815 sf
9,900 sf
10,086 sf
10,756 sf
10,107 sf 9,341 sf 9,672 sf 9,673 sf 10,319 sf 16,317 sf
9,673 sf 9,672 sf 9,673 sf 13,739 sf9,672 sf 9,673 sf11,283 sf
9,341 sf
7,747 sf
7,565 sf
8,477 sf
7,559 sf 7,559 sf9,867 sf 7,559 sf
11,922 sf
11,927 sf
11,925 sf
11,260 sf
11,263 sf
12,714 sf
10,706 sf
7,493 sf
7,493 sf
7,493 sf
7,510 sf
7,493 sf
7,493 sf
7,493 sf
7,493 sf
9,425 sf
7,493 sf
8,517 sf
7,493 sf
8,224 sf
7,914 sf
7,931 sf
7,639 sf
12,160 sf
12,000 sf
14,843 sf
24,823 sf
23,260 sf
18,323 sf
9,011 sf
9,893 sf
9,768 sf 13,044 sf
9
1 2 5
147
77 77373168 7125
695151
1417135
135
137
7150150
225
47
158
2 73 73 73 73 9
55 70 70 70 39
11071 70 80
70
80 70 95
84
87 80 80 5060999
11
8 71 85
71 85 90 73 73 73
86 73 163
73
74
104
90 73 73 58 512
90 73 73 73 73 73 104647185
143
137
6136
65 58
156 156
58 73
151149
138
4484 13647 82 58 58 58 72
11141
141
135
135
135
135
135 135
135
135
135
135
135
146
25 79
140
160
160
160207
19 22
1781
319
136
3158,105 sf
170
80
70.42
11,242 sf
10,464 sf
73.00 103.6973.0073.0073.0090.00 73.00
90.00 73.00 73.00 73.00
1 2 3 4 5 6
7
8
9
11
10
12
1314151617
18 19
20 21 22 23 24
73.0073.0073.0073.00
70.00
90.00 80.27 80.27
70.00
90.00
83.00
1 2 3 4 5
6789
70.00
25
83.45
9,275 sf
10,234 sf
55.50
72.00
28
9,000 sf
9,000 sf
11,145 sf
8
125
75
11,597 sf 10,542 sf
8,232 sf
7,671 sf
7,603 sf
7,651 sf
10,472 sf
8,421 sf
9,978 sf
8,355 sf
7,798 sf
7,798 sf
7,969 sf
8,313 sf
7,996 sf
7,745 sf
21,120 sf
8,186 sf 10,096 sf 15,098 sf
9,860 sf
14,464 sf
9,826 sf
9,435 sf
9,435 sf
9,435 sf
9,435 sf
9,860 sf
9,435 sf
9,435 sf
9,435 sf
9,435 sf
9,435 sf
9,435 sf
11,900 sf
138 141
141
140
141
141
141
141
141
147
153
33
170
170
170
170
170
170
170
170
170
170
170
170
170
170
10,897 sf
10,418 sf
9,892 sf
13,489 sf
1,650,141 sf
11,443 sf
10,073 sf
9,704 sf
12,096 sf
9,194 sf
9,728 sf
9,974 sf
10,292 sf
9,681 sf
9,295 sf
9,456 sf
10,148 sf
10,568 sf
62
69
750 510485199
11,125 sf
12,455 sf
12,467 sf
11,797 sf
10,152 sf
9,544 sf
9,355 sf
9,038 sf
8,938 sf
7,745 sf
7,745 sf
7,745 sf
8,846 sf
8,875 sf
8,979 sf
7,975 sf
4914110047
10,264 sf
12,945 sf
12,691 sf
11,633 sf
10,579 sf
11,368 sf
10,424 sf
12,691 sf
12,248 sf
80
80
POND
POND
POND
POND
WETLAND
WETLAND
WETLAND
WETLAND
5' SIDEWALK
5' SIDEWALK5'
SI
DEWALK60
R/W
32B-B
60R/W
32B-B
60R/W
32B-B
TOT LOT
208' TRAIL
8' TRAIL
8' TRAIL
8' TRAIL
8' TRAIL8' TRAIL
R 4 6FEMA FLOODWAYZONE AE
TOTAL CUL-DE-SAC LENGTH
FROM CENTERLINE/CENTERLINE
OF INTERSECTION WITH STREET 1
TO CENTER OF SAC IS 628'
TOTAL CUL-DE-SAC LENGTH
FROM CENTERLINE/CENTERLINE
OF INTERSECTION WITH STREET 25
TO CENTER OF SAC IS 597'
FEMA FLOODPLAINZONE AE
FEMA FLOODPLAIN0.2% ANNUAL FLOOD CHANCE
Drainage & Utility Easementover all of Outlot H
626
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY PLAT
20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
100'
20' OR 10'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
0'100'200'300'
1" = 100'
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
PUGPUGPUGSAN
STO
9 10 11 12 13 14
1 510 11 12 13 14 15
13 14
1+00.00
STREET 3
151314121110
98765
43
2
1
1
2
3
4
5
6
7
8
1
2
3
4
5
6 7 8 9 10 11 12 13 14 15 16 17
18192021222324252627282930
7
8 9 10 11 12 13 14 15 16 17 18 19 20
1
1
15
16
17
18
19
1617
18
19
20
22
21
25
23
24
26
29
27
28
31
30
33
32
34
49
47
48
53
50
51
52
55
54
57
56
5958
60
61
5+44.18
1
COMMON LOT 62
4
4
2
3
OUTLOT J
STR
170TH STREET WEST
OUTLOT K3
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
41.4 0%
2.52%1.34%1.34%2.00%2.00%
LP 13+08.14ELEV 933.36
0
1.04%0.60%
HP 8+03.13
ELEV 931.24
LP 10+21.68
ELEV 929.29
ELEV 928.28
931.88930.34 929.35 929.69 930.29 930.89 931.49
1.92%0.92%1.92%
HP 12+97.63ELEV 941.696 941.69 940.44 9 34.12%
5.18%
4.68%
8.37%
4.74%
7.92%
6.94%
7.10%
4.59%
7.77%
5.89%
7.81%
4.75%
7.64%
4.63%
7.80%
4.78%
7.79%
4.78%
5.43%
8.12%
5.43%
8.13%
7.38%
4.92%
7.66%
5.11%
7.91%
4.78%
3.60%
6.49%
5.18%
8.08%
628
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
EXHIBIT C
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
STO
1 2 3
6
13 14
12 13 14 15 16
1+00.00
1+00.00
151314
14 15 16 17
18192021
17 18 19 20
1 2 3
4
5
6
7 8 9
10 11 12
13
14
15 16
17
18
19
20
21
22
23
24
1 2
3
4
5
6
7
815
16
17
18
19
1 2 3 4 5
6
13
1+00.00
4 7
8
9 9OUTLOT A
STREET 2
170TH STREET WEST
OUTLOT K OUTLOT L
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
POND - 12
BOTT = 913.0
OUTLET = 923.0
10YR = 925.0
100YR = 927.7
1.34%1.34%2.00%2.00%0
HP 16+82.28
ELEV 936.62
LP 13+08.14ELEV 933.36
931.88930.89 931.49
0.60%0.60%0.95%0
2.00%2.00%
LP 2+09.24ELEV 934.30
941.27
934.89 934.32 934.99
940.46
3
HP 7+57.02ELEV 942.55
LP 3+04.53
ELEV 940.58
POST-SF POST-SF POST-SF POST-SF POST-SF POST-SF
POST-SFPOST-SF
POST-SF
629
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
PUGSTO
1+00.00
14
1 2 3
1
2
3
4
5
6
7
212223242526272829303132
33
34
35
36
37
38
39
40
1
2
3
4
5
6 7 8
9 10 11 12 13
14
1 2 3 4
5
78
1
2
1213
14
15
1
2
3
4
28
29
1
2
3
5
4
6
7
8
9
11
10
14
13
12
15
16
17 60
61
1
3
2
4
5
6
7
8
9
10
1
6
6
7
10
11
11
12
5
OUTLOT C
1
32SFSFSFSFSF
SFSFLP 12+18.14
ELEV 928.50
HP 14+07.80ELEV 930.15
ELEV 928.28
LP 1+60.06ELEV 925.33
0.80%0.60%
LP 10+19.76
ELEV 929.40
LP 11+44.96
ELEV 928.98
HP 13+67.86
ELEV 930.21
075
92930.02
0.60%1.44%1.44%
LP 1+56.36
ELEV 925.27 HP 4+05.00ELEV 926.66
LP 7+85.00ELEV 924.50
LP 9+75.00
ELEV 924.14
925.80 925.48 926 08
926 6
LP 20+98.85ELEV 925.77
HP 19+41.92ELEV 926.53
POND - 10
BOTT = 909.0
OUTLET = 919.0
10YR = 920.9
100YR = 923.6
7.79%
4.78%
6.91%
4.21%
8.26%
5.98%
6.69%
8.00%
5.88%
7.82%
5.79%
7.71%
5.36%
7.09%
4.69%
6.29%
6.42%
5.74%
4.70%
7.10%
5.49%
7.87%
7.81%
5.78%
8.10%
5.72%
7.95%
7.97%
???
EOF
925.5 INFILTRATION
AREA - 10
BOTT = 918.6
OUTLET = 919.0
10YR = 920.9
100YR = 923.6
61,252 SF WETLAND IMPACT
6210
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
POHPOHPOHPOHPOHPOH12
8
22 23 24 25 26 27 28STREET 8
212223
13
14
1
25
24
26
27
28
29
30
32
31
33
8
9
10111213
14
15
8 79
10
11
12
1
2
3
4
5 6 7
8 9 10 11 12
13
14
15
16
17
18
19
2021
22
23
2425262728
29
6
7
9
10
10
10
OUTLOT B
8
1
32
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFINFILTRATION
AREA - 11
BOTT = 918.6
OUTLET = 919.0
10YR = 921.0
100YR = 923.7
LP 12+18.14
ELEV 928.50
HP 14+07.80ELEV 930.15
LP 8+97.14ELEV 941.82
HP 11+68.42ELEV 944.78
1.55%
0 5 8
0 .5 8 %
2.13%
HP 7+68.69ELEV 932.50
LP 10+19.76
ELEV 929.40
LP 11+44.96
ELEV 928.98
LP 6+50.32ELEV 931.92
941.749.50
932.29
075
5.00%5.00%0.6 0%2.00%
LP 20+93.02
ELEV 930.08 946.00
93 0 64 931.72 935.12 939.60 941.80 943.79 945.79
HP 10+65.54
ELEV 952.42
POST-SFPOST-SF
P O S T -S F
P O S T -S F
POST-SF POST-SF POST-SF
POST-SF
POST-SF POST-SF???
???
POND - 11
BOTT = 909.0
OUTLET = 919.0
10YR = 921.0
100YR = 923.7
6211
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
14
7
8
5
6
78
9
10
11 12 13
141516
17
18
19
20
1 2
3
4
1
2
3
4
5
6 9
1110
12
13
1
2
3
416
17
18
16
18 17
19
20
21
22
24
23
26
25
2
1
3
5
4
6
7
8
4
12
5
12
12
13
14
14
15
16
17
OUTLOT D
11SFSFSF
SFSFPOND - 6
BOTT = 905.0
OUTLET = 915.0
10YR = 917.2
100YR = 919.0
POND - 8
BOTT = 908.0
OUTLET = 918.0
10YR = 920.0
100YR = 922.3
LP 16+60.99ELEV 927.53
HP 25+81.99
ELEV 926.69
LP 29+05.00ELEV 924.88
0 60
LP 7+85.00ELEV 924.50
LP 9+75.00
ELEV 924.14
924.68
0.00%0.00%0.60%060%
LP 1+61.54
ELEV 925.62
HP 3+40.79
ELEV 926.60
925.76
INFINITY5.8 0
6
LP 2+01.19ELEV 924.72
H
P 3
+
7
5.0
0LP 5+70.04ELEV 924.59
HP 10+13.00ELEV 925.77
LP 30+24.49ELEV 924.94
LP 8+77.71ELEV 925.07
3
925.29
HP 23+83.84ELEV 927.30
LP 20+98.85ELEV 925.77
0LP 2+58.76ELEV 924.22LP 5+40.05
ELEV 924.28
HP 4+05.94ELEV 924.98POST-SFPOST-SFPOST-SFPOST-SFPOST-SFPOST-SF6212
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
POHPOHPOHPOHPOHPOH7 8
14
22 23 24 25 26 27 28STREET 8
16
17
2
1
3
5
4
6
7
8
1
2
3 4 5 6 7 8 9 10
11
12131415161718
1
19 2
3
4
5
6
7
8
9
1021
22
23
24
25
26
27
28
29
1 2 3 4
5
6
7
11
12
13
4
5
6
17
18
18
19
20
20 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND - 6
BOTT = 905.0
OUTLET = 915.0
10YR = 917.2
100YR = 919.0
LP 16+60.99ELEV 927.53
0 6 0 %
5.00%5.00%0.60%2.00%
LP 20+93.02
ELEV 930.08 946.00
924 .68
9 30 64 931.72 935.12 939.60 941.80 943.79 945.79
1933.10 %
LP 2+48.21
ELEV 923.89
933.49
930.0 4 93
HP 4+05.94ELEV 924.98
POST-SFPOST-SFPOST-SF???
???
???
???
???
???
???
???
???
???
???
6213
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
6
15
20
21
22
23
24
25
26
28
27
29
4
5
6
7
8
910
11
12
13
4
5
8
7
9
1011
12
13
14
15
16
1 2 3 4
5
6
7
8
9
10
11
12
13
14
16
8
1
2
3
4
5
36
3
2
12
13
13 15
16
16
17
COMMON LOT 37
OUTLOT E
21SFSF
POND - 5
BOTT = 905.0
OUTLET = 915.0
10YR = 916.9
LP 34+10.00
ELEV 923.22
HP 35+82.69ELEV 924.0924
6 7
LP 24+90.79
ELEV 920.34
.0
010 0HP 13+50.00ELEV 925.30
LP 14+75.00
ELEV 924.68
HP 16+23.24
ELEV 925.45
LP 18+96.59ELEV 923.52
HP 21+53.75ELEV 925.85
LP 23+75.00ELEV 924.64
HP 25+00.00
ELEV 925.26
9
5
925.41 714
0
HP 32+39.38
ELEV 924.61
LP 29+74.35
ELEV 923.43
LP 37+74.93
ELEV 921.80
9
2
4 0HP 4+05.94
ELEV 924.98
P O S T -S F POST-SFINFILTRATION
AREA - 6
BOTT = 914.3
OUTLET = 915.0
10YR = 917.2
100YR = 919.0
POND - 4
BOTT = 905.0
OUTLET = 915.0
10YR = 916.9
100YR = 919.0
6214
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
POHPOHPOHPOHPOHPOHPOH50' EASEMENT IN FAVOR OF NORTHERN STATES
POWER COMPANY PER MICS. RECORD BOOK 34,
PAGE 338 (VERY HARD TO READ)
EASEMENT IS IN THE W 1/2 OF THE W 1/2 OF SEC. 7,
TWP. 114, RGE. 19, THE CENTERLINE IS PARALLEL TO
& 25' EAST OF THE WEST SECTION LINE OF SEC. 7
2526
STREET 17
15
16
8
9
10
11
12
13
10
11
12
13
14151617
18
19
20
21
29
30
31
32
33
34
8910
11
412 3 5 76 1189 10
12 13 14
17
15
16
20
18
19
21
22
73
74
72 7071 6869
62
67 66 65 64
63
1
2
3
4
5 29
31
28
35
30
33 32
34
36
35 36 37 38 39 40
3
4 5 6 7 8
17
20
20
21 COMMON LOT 75
COMMON LOT 37
OUTLOT E
STREET 16
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND - 5
BOTT = 905.0
OUTLET = 915.0
10YR = 916.9
LP 27+30.13
ELEV 924.18
LP 30+31.47
ELEV 922.27
929.28928.68
9
2
0.96 %0.96%
HP 10+20.01
LP 4+22.61ELEV 921.97LP 3+25.15ELEV 921.86
9 2
9 .0 3 922.52 923.48 925.35 927.27
0 6 7 %2.00%2.64%2.64%
6 7
936.58
9 2 4 3
4 926 81 92 7.65 929.30 931.76 934.16 936.21
HP 4+05.94
ELEV 924.98
P O S T -S F POST-SF7.11%5.43%
5.41%
5.85%
5.78%
???
???
???
???
???
???
????????????
INFILTRATION
AREA - 6
BOTT = 914.3
OUTLET = 915.0
10YR = 917.2
100YR = 919.0
6215
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
2
1
2
3
4
5
6
7
1
2
3
4
5
6
7
8
9 30
31
32
33
1
11
2
3
4
5
6
7
8
9
10
12
36
44
5+63.03
16
23
31
OUTLOT G
OUTLOT F
TPF TPF
POND - 5
BOTT = 905.0
OUTLET = 915.0
10YR = 916.9
100YR = 918.9
0.60%
923.69923.65.LP 44+66.57ELEV 925.08
LP 37+74.93
ELEV 921.80
LP 40+35.44
ELEV 924.04
2
3
2
9 PO ST-SFP O ST-SFEOF
916.1
EOF
916.1
8.08%
7.98%
7.04%
6.94%
7.17%
7.27%
WETLAND - 2
OUTLET = 916.2
10YR = 916.9
100YR = 918.9
WETLAND - 3
OUTLET = 916.2
10YR = 916.9
100YR = 918.9
TREEPROTECTIONFENCE (TYP.)
TREEPROTECTIONFENCE (TYP.)
TREEPROTECTIONFENCE (TYP.)
TREEPROTECTIONFENCE (TYP.)
POND - 3
BOTT = 904.0
OUTLET = 914.0
10YR = 916.9
100YR = 919.0
END STREET CONSTRUCTION 15+95;FUTURE EXTENSION BY OTHERS
ALL POND EXCAVATION BELOWWATER TABLE MAY REQUIREDEWATERING; CONTRACTOR TOOBTAIN DEWATERING PERMIT
IF NECESSARY.
17' WETLAND BUFFER
6216
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
POHPOHPOHPOHPOHPOHSTREET 19
30
31
32
33
34
1
2
3
20
18
19
21
24
22
23
25
26
323334383536374639404142434445
73
74
72 7071 6869
62
67 66 65 64
63
60
61
59
58
52 5756555453514950
1
4847
11
2
3
4
5
6
7
8
9
10
15121314 1716 18
19
27
2021222324
25 26
2928
35
30
3334
36
3
4 5 6 7 8
121314151617
1920
2 3 4 5
205+63.03
21
2122
24
26
OUTLOT G
STREET 16
1 2 3 4 5 6
7
8
9
1 2 3 4 5
25
OUTLOT I
STREET 16
COMMON LOT 75
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOND - 5
BOTT = 905.0
OUTLET = 915.0
10YR = 916.9
100YR = 918.9
LP 34+60.32
ELEV 922.12
LP 31+81.36ELEV 922.08
LP 30+31.47
ELEV 922.27
0.81%
0 60
0.81%
0.9 6 %
0.60%
0.96%
HP 10+20.01
ELEV 931.14
LP 4+22.61
ELEV 921.97LP 3+25.15
ELEV 921.86
LP 17+10.47
ELEV 922.60923.69
9 2
9 .0 3 922.52 923.48 925.35 927.27
926.20924.98924.17923.35922.61
923.05923.65
PVI 4+52.00
ELEV 923.69 7.11%5.43%
5.41%
7.05%
4.37%
7.05%
7.33%
5.85%
5.78%
7.19%
4.18%
7.17%
8.03%
8.08%
7.98%
7.04%
6.94%
7.17%
7.27%
WETLAND - 3
OUTLET = 916.2
10YR = 916.9
100YR = 918.9
T P FTREEPROTECTIONFENCE (TYP.)
0.60%
%
PVI 19+26.00
ELEV 924.22 922.44 923.03 923.63 92 4
2 4
6217
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
POHPOHPOHPOHPOH
6
7
8
9
10
11
12
13
14
1
2
3
4
5
8
9
10
11
12
13
14
15
16
17
28
29
30
1
2
3
3 430
31
OUTLOT H
POND - 2
BOTT = 904.0
OUTLET = 914.0
10YR = 916.0
100YR = 917.4
POND - 3
BOTT = 904.0
OUTLET = 914.0
10YR = 916.0
100YR = 917.6
0.60%0.60%92 4 .0 4
.5
0
LP 53+44.95ELEV 925.47
LP 48+95.00
ELEV 925.46
LP 44+66.57ELEV 925.08
HP 51+20.00
ELEV 926.70
6
POST-SFPOST-SFTREEPROTECTIONFENCE (TYP.)
TREEPROTECTIONFENCE (TYP.)
POND - 1
BOTT = 904.0
OUTLET = 914.0
10YR = 915.9
100YR = 917.6
POND - 3
BOTT = 904.0
OUTLET = 914.0
10YR = 916.0
100YR = 917.6
ALL POND EXCAVATION BELOWWATER TABLE MAY REQUIREDEWATERING; CONTRACTOR TOOBTAIN DEWATERING PERMITIF NECESSARY.
6218
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
POHPOHPOHPOHPOHPOH63+38.92
STREET 25
11
12
13
14
15
16
18
17
19 20 21 22
23242526
28
27
29
30 3
4
5 6
1
2
3 17
18
19 20
21
22
23 4
3
2
112345
6
727
28
56 57 58 59 60 61 62 63 64
1011121314
21+23.76
23
24
26
27
OUTLOT H
9
11
10
12
1314151617
18 19
20 21 22 23 24
1 2 3 4 5
6789
25
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFBOTT = 904.0
OUTLET = 914.0
10YR = 916.0
100YR = 917.4
HP 38+60.10
ELEV 924.36
LP 41+81.80
ELEV 921.59
0
0
1.52%0.60%1.18%%0.60%0.60%1.18%0.61%
LP 53+44.95ELEV 925.47
LP 48+95.00
ELEV 925.46
HP 51+20.00
ELEV 926.70
LP 57+97.16
ELEV 922.25
926.50
6
2
924.82 923.30 921.91 922.13 922.73 924.22 925.40
LP 39+39.23
ELEV 922.77
HP 44+00.00
ELEV 927.38
???
???
2.00%2.00%0.60%
PVI 16+96.00
ELEV 925.60
HP 7+99.99
LP 12+84.97ELEV 923.22
925 1924.27923.37922.76923.24923.82
POND - 1
BOTT = 904.0
OUTLET = 914.0
10YR = 915.9
100YR = 917.6
6219
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
3
7
8
29
SF
SFTPFTREEPROTECTIONFENCE (TYP.)
TREEPROTECTIONFENCE(TYP.)
TREEPROTECTIONFENCE (TYP.)
POND - 1
BOTT = 904.0
OUTLET = 914.0
10YR = 915.9
100YR = 917.6
POND - 2
BOTT = 904.0
OUTLET = 914.0
10YR = 916.0
100YR = 917.4
6220
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
XPOHPOHPOHPOHPOHPOHPOHPOH9
4
5
6
7
8
9
10
11
12
13
14
15
16 24
25
26
27
28
29
30
31
32
33
34
35
36
1920
18
17
15
16
14
13
12
10
11
9
8
7
6
58
12
10
11
16
13
14
15
17
20
18
19
22
21
23
26
24
25
1+00.00
53+47.34
28
27
29
2929
28
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTPFPOND - 1
BOTT = 904.0
OUTLET = 914.0
10YR = 915.9
100YR = 917.6 0
HP 46+45.53ELEV 923.29
LP 47+14.76ELEV 922.94
LP 58+47.47
ELEV 923.38
HP 56+97.67
ELEV 924.18
LP 55+15.09
ELEV 923.21
HP 54+38.00ELEV 923.56
HP 49+77.50
ELEV 924.40
HP 59+97.50
ELEV 924.16
9 7
LP 6+25.65ELEV 923.84
POST-SF POST-SF POST-SF POST-SF POST-SF POST-SF
POST-SF
???
???
???
??????
???
???
???
???
???
???
???
???
TREEPROTECTIONFENCE (TYP.)
TREEPROTECTIONFENCE(TYP.)
6221
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE
PRELIMINARY GRADING
DRAINAGE & EROSION
CONTROL PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
50'
10' OR 5'
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
EXISTING PROPOSED
GRADING LEGEND
PROPERTY LINE
SOIL BORING LOCATION
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION900.00 900.00
HIGH/LOW POINTHP/LP900.00
PROPOSED
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
FLOW DIRECTION0.00%
TW=XXX.XXBW=XXX.XX
E.O.F.
CL-CL ELEVATIONCL-CL900.00
PROPOSED STREET PROFILE GRADEX.XX%
EXISTING PROPOSED
STO STORM SEWER
TREE LINE
RETAINING WALL (MODULAR BLOCK)
GRADING LIMITSGL
POND NORMAL WATER LEVEL
WETLAND LINE
PROPOSED
WETLAND FILL
WETLAND BUFFER
POND ACCESS MAINTENANCE BENCH
WETLAND BUFFER LIMITS
WETLAND BUFFER MONUMENT
DO NOT DISTURBDNDFEMA FLOOD WAY
1 2 3
6
9 10 11 12 13 14
8
10 11 12 13 14 15 16
13 14
1+00.00
12
8
14
1+00.00
1 2 3
14
22 23 24 25 26 27 28
1+00.00
151314121110
98765
43
2
1
1
2
3
4
5
6
7
8
1
2
3
4
5
6 7 8 9 10 11 12 13 14 15 16 17
18192021222324252627282930
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20
212223242526272829303132
33
34
35
36
37
38
39
40
1
2
3
4
5
6 7 8
9 10 11 12 13
14
1 2 3 4
5
6
78
9
1
2
3
1
11
12131415161718
1
19 2
1 2 3
4
5
6
7 8 9
10 11 12
13
14
15 16
17
18
19
20
21
22
23
25
24
26
27
28
29
30
32
31
33
1 2
3
4
5
6
7
8
9
10111213
14
15
16
17
18
19
1 2 3 4 5 6
8 79
10
11
12
13
1
2
3
4
5 6 7
8 9 10 11 12
13
14
15
16
17
18
19
2021
22
23
2425262728
29
1
2
3
5
4
6
7
8
9
11
10
14
13
12
15
1617
18
19
20
22
21
25
23
24
26
29
27
28
31
30
33
32
34
49
47
48
53
5051
52
55
54
57
56
5958
6061
1
32
45
6
7
8
9
10
5+44.18
12
1+00.00
1
COMMON LOT 62
1
4
4
6
6
7
7
8
9 9
9
10
10
10
11
11
12
14 18
2
3
5
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
OUTLOT J
8
OUTLOT K3 OUTLOT L
1
32 XXXXXXXXXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
XXXPOND - 8BOTT = 908.0OUTLET = 918.010YR = 920.0
100YR = 922.3
INFILTRATIONAREA - 11BOTT = 918.6
OUTLET = 919.010YR = 921.0100YR = 923.7
POND - 12BOTT = 913.0
OUTLET = 923.010YR = 925.0100YR = 927.7
POND - 10
BOTT = 909.0OUTLET = 919.010YR = 920.9100YR = 923.6
INFILTRATIONAREA - 10BOTT = 918.6OUTLET = 919.010YR = 920.9
100YR = 923.6
POND - 11BOTT = 909.0OUTLET = 919.0
10YR = 921.0100YR = 923.7
REMOVE PLUGAND CONNECT TOEXISTING 12" WM
SALVAGE HYDRANT ANDREDUCER AND CONNECTTO EXISTING 12" WM
12" PVC WM
8" PVC WM
8" PVC WM
8" PVC WM
8" PVC WM
6223
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY UTILITY
PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
100'
20' OR 10'
0'100'200'300'
1" = 100'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
SAN
EXISTING PROPOSED
SANITARY SEWER
STORM SEWER
WAT WATER MAIN
WAT HYDRANT
DRAIN TILE
UTILITY LEGEND
1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.
2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL
CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY
THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.
3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.
4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.
GENERAL UTILITY NOTES
S
DT
EXHIBIT D
7 8
2526
S T R E E T 2 4
STREET 17
7
8
6
15
10
11 12 13
141516
17
18
19
20
21
22
23
24
25
26
28
27
29
1 2
3
4
5
6
7
8
910
11
12
13
4
5
6 9 1110
12
13
1
2
3
4
5
8
7
9
1011
12
13
14
15
16
17
18
1 2 3 4
5
6
7
8
9
10
11
12
13
14
16
18 17
19
20
21
22
24
23
26
25
2
1
3
5
4
6
7
8
9
10
11
12
13
1
2
3 4 5 6 7 8 9 10 3
4
5
6
7
8
9
10
11
12
13
14151617
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
1 2 3 4
5
6
7
8910
11
12
13
1
2
3
4
1
2
3
4
5
4123 5 76 118910 12 13 14
17
15
16
20
18
19
21
24
22
23
25
27
26
28
30
29
32 313334383536374639404142434445
73
74
72 7071 6869
62
67 66 65 64
63
6061
59
58
52 5756555453514950
1
4847
11
2
3
4
5
6
7
8
9
10
15121314 1716 18
19
27
2021222324
25 26
29
31
28
35
30
33 32
34
36
12
2 4
34 35 36 37 38 39 40
5 6 7 8 9
1314151617
1920
5+63.03
12
12
13
13
14
15
15
16
16
16
17
17
18
18
19
20
20
20
21
21
2122
23
COMMON LOT 75
COMMON LOT 37
OUTLOT D
OUTLOT E
OUTLOT G
OUTLOT F
STREET 16311
21
OUTLOT I
STREET 16
COMMON LOT 75
PARCEL 4
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOND - 5BOTT = 905.0OUTLET = 915.0
10YR = 916.9100YR = 918.9
POND - 6
BOTT = 905.0OUTLET = 915.0
10YR = 917.2100YR = 919.0
WETLAND - 2OUTLET = 916.210YR = 916.9100YR = 918.9
INFILTRATIONAREA - 6BOTT = 914.3
OUTLET = 915.010YR = 917.2100YR = 919.0
POND - 4BOTT = 905.0OUTLET = 915.010YR = 916.9100YR = 919.0
8" PVC WM
8" PVC WM
8" PVC WM
FUTURE EXTENSIONOF WATERMAINBY OTHERS.
FEMA FLOODWAY
6224
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY UTILITY
PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA NOT FOR CONSTRUCTIONSHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
100'
20' OR 10'
0'100'200'300'
1" = 100'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
SAN
EXISTING PROPOSED
SANITARY SEWER
STORM SEWER
WAT WATER MAIN
WAT HYDRANT
DRAIN TILE
UTILITY LEGEND
1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.
2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL
CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY
THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.
3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.
4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.
GENERAL UTILITY NOTES
S
DT
63+38.92
STREET 19
STREET 25
9
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4
5
4
5
6
7
8
9
10
11
12
13
14
15
16
18
17
19 20 21 22
23242526
28
27
29
30
31
32
33
34
1
2
3
4
5 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
1920 18
17
15
16
14
13
12
10
11
9
8
7
6
5
4
3
2
112345
6
7
8
12
10
11
16
13
14
15
17
20
18
19
22
21
23
26
24
25
27
28
56 57 58 59 60 61 62 63 64
2 3 4 5
1011121314
15
1 9
21+23.76
3
1+00.00
53+47.34
23
23
24
26
26
28
27
27
29
2929
30
31
31
OUTLOT H
1 2 3 4 5 6
7
8
9
11
10
12
1314151617
18 19
20 21 22 23 24
1 2 3 4 5
6789
25
28
EXCEPTION
PARCEL 5
EXCEPTION/PARCEL 7
PARCEL 6
XXXX
POHPOH XXXXXXXXXXXXEXCEPTION
POND - 2BOTT = 904.0OUTLET = 914.010YR = 916.0100YR = 917.4
POND - 3BOTT = 904.0OUTLET = 914.0
10YR = 916.0100YR = 917.6
POND - 1
BOTT = 904.0OUTLET = 914.0
10YR = 915.9100YR = 917.6
WETLAND - 3OUTLET = 916.210YR = 916.9100YR = 918.9
POND - 1BOTT = 904.0OUTLET = 914.0
10YR = 915.9100YR = 917.6
POND - 3BOTT = 904.0OUTLET = 914.010YR = 916.0
100YR = 917.6
POND - 1BOTT = 904.0OUTLET = 914.010YR = 915.9
100YR = 917.6
POND - 2BOTT = 904.0OUTLET = 914.0
10YR = 916.0100YR = 917.4
8" PVC WM 8" PVC WM
8" PVC WM8" PVC WM
8" PVC WM
FEMA FLOODWAY
FUTURE EXTENSIONOF WATERMAINBY OTHERS.
FUTURE EXTENSIONOF WATERMAINBY OTHERS.
6225
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY UTILITY
PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
FRANCIS D HAGEN IIDR HORTON, INC. - MINNESOTA
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
100'
20' OR 10'
0'100'200'300'
1" = 100'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
SAN
EXISTING PROPOSED
SANITARY SEWER
STORM SEWER
WAT WATER MAIN
WAT HYDRANT
DRAIN TILE
UTILITY LEGEND
1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.
2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY
THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR
HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENTADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES ASOUTLINED BY THE LOCAL AGENCY.
3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.
4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS
PRIOR TO UTILITY INSTALLATION.
GENERAL UTILITY NOTES
S
DT
POHPOHPOHPOHPOHPOHPOH
6238
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE OVERALL PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
0'300'600'900'
1" = 300'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOTES:
1. STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY ANDUTILITY LOCATIONS.
2. TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILY LOTS 25' FROM BACK OF CURB IN A LOCATION THATDOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.
3. TREES SHALL BE PLANTED IN FRONT OF MULTI FAMILY LOTS 8' FROM BACK OF CURB IN A LOCATION THAT
DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.
4. TREES SHALL BE PLANTED IN FRONT OF MULTI FAMILY LOTS 4' FROM BACK OF CURB WHERE SIDEWALKS AREPRESENT. IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATERCONNECTIONS.
5. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE
IMMEDIATE AREA.
6. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES
TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE.
7. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT.
8. NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL.
9. NO TREES SHOULD BE LOCATED WITHIN STORM POND ACCESS ROUTE.
10. NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF APROPOSED SIDEWALK OR TRAIL.
NATIVE SEEDING LEGEND
DENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (9.8 AC)
MESIC PRAIRIE GENERAL
SEED MIX (35-241)TOTAL AREA (5.7 AC)
NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. REFER TO FINALLANDSCAPE PLANS FOR SPECIES LOCATIONS AND QUANTITIES. TREES MARKED WITH A + INDICATED LIMITED
USE SPECIES AND ARE NOT USED ON BOULEVARD.
PRELIMINARY PLANT SCHEDULE
* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED
OTHERWISE
DENOTES WET MEADOW S & WSEED MIX (34-271)TOTAL AREA (1.9 AC)
* ALL DISTURBED AREAS IN R.O.W. TO BE SEEDED WITHMESIC GENERAL ROADSIDE SEED MIX (25-141)
2.5" BB AS SHOWNFrontyard Linden / Tilia americana 'Frontyard'
COMMON/BOTANICAL NAME SIZE SPACING O.C.
2.5" BB AS SHOWN
MATURE SIZE
H 60'-80' W 40'-60'
2.5" BB
AS SHOWN H 50'-60' W 40'-50'
2.5" BB AS SHOWN H 40'-50' W 35'-40'
2.5" BB AS SHOWN H 50'-70' W 40'-50'
White Oak / Quercus alba
Red Oak / Quercus rubra
Redmond Linden / Tilia americana 'Redmond'
Princeton Elm / Ulmus americana 'Princeton'
Accolade Elm / Ulmus japonica x wilsoniana 'Morton'
Sienna Glen Maple / Acer x freemanii 'Sienna'
Northern Catalpa / Catalpa speciosa H 40'-60' W 20'-40'
H 40'-60' W 30'
H 70' W 40'-50'2.5" BB
2.5" BB
2.5" BB
AS SHOWN
AS SHOWN
AS SHOWN
2.5" BB AS SHOWN H 50' W 30'-35'Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole'
2.5" BB AS SHOWN H 50' W 40'Kentucky Decaf Coffeetree / Gymnocladus dioica 'McKBranched'
2.5" BB AS SHOWN H 50' W 30'Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold'
2.5" BB AS SHOWN H 50'-75' W 50'Hackberry / Celtis occidentalis
H 60'-70' W 30'-40'
2.5" BB AS SHOWN H 45' W 35'Red Sunset Maple / Acer rubrum 'Franksred'
2.5" BB AS SHOWN H 50'-75' W 50'Fall Fiesta Maple / Acer saccharum 'Bailsta'
2.5" BB AS SHOWN H 50'-60' W 60'-80'Swamp White Oak / Quercus bicolor
2.5" BB AS SHOWN H 65'-75' W 50'-60'
6'-10' HT., BB AS SHOWN
AS SHOWN6'-10' HT., BB
H 35'-45' W 20'-25'
H 50'-70' W 25'-30'
AS SHOWN6'-10' HT., BB H 50'-80' W 25'-40'
Black Hills Spruce / Picea glauca densata
Norway Spruce / Picea abies
White Pine / Pinus strobus
AS SHOWN2" BB H 30'-40' W 20'
AS SHOWN8' HT., BB CLUMP H 15'-20' W 15'-20'Thornless Cockspur Hawthorn / Crataegus crusgalli 'Inermis'
Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance'
Quaking Aspen / Populus tremuloides
Royal Spendor Crab / Malus 'Royal Splendor'
Whitespire Birch / Betula populifolia 'Whitespire'10' HT., BB CLUMP
2" BB
8' HT., BB CLUMP
AS SHOWN
AS SHOWN
AS SHOWN
H 20' W 20'
H 20'-25' W 15'-18'
H 40'-45' W 30'
6'-10' HT., BB AS SHOWN H 40'-60' W 15'-30'Colorado Spruce / Picea pungens
Show Time Crab / Malus 'Shotizam'2" BB AS SHOWN H 15'-20' W 12'-15'
AS SHOWN6'-10' HT., BB H 60'-80' W 25'-30'Ponderosa Pine / Pinus ponderosa
6'-10' HT., BB AS SHOWN H 40'-50' W 15'-30'Concolor Fir / Abies concolor
AS SHOWN6'-10' HT., BB H 40' W 20'Eastern White Cedar/ Thuja occidentalis
Bur Oak / Quercus Macrocarpa
2.5" BB AS SHOWN H 50'-75' W 50'River Birch / Betula nigra
AS SHOWN6'-10' HT., BB H 12'-15' W 6'-8'Techny Arborvitae / Thuja occidentalis 'Techny'
QTY.SYMBOL
896OVERSTORYDECIDUOUS
STREET TREES
183LARGEOVERSTORYTREES
FUTUREOVERSTORY DECIDUOUSTREES (BY BUILDER)555
310SMALL
OVERSTORYTREES
1,282BUFFEREVERGREENTREES
SINGLE FAMILY RESIDENTIAL REQUIREMENTS: 1,110 TREES* 2 OVERSTORY TREES PER SINGLE FAMILY LOT (555 PROPOSED SINGLE FAMILY LOTS)
TOTAL SINGLE FAMILY LANDSCAPING PROVIDED: 2,476 TREES* STREET TREES: 750 TREES* FUTURE YARD TREES:555 TREES* BUFFER DECIDUOUS TREES:114 TREES* BUFFER EVERGREEN TREES:847 TREES
* BUFFER ORNAMENTAL TREES:210 TREES* BUFFER SHRUBS:1,339 SHRUBS
MULTI FAMILY RESIDENTIAL REQUIREMENTS:* 1% OF OVERALL MULTI FAMILY PROJECT VALUE -PROJECT VALUE WILL BE DETERMINED BY DEVELOPER
TOTAL MULTI FAMILY LANDSCAPING PROVIDED: 1,090 TREES* STREET TREES:146 TREES* DECIDUOUS TREES: 25 TREES* EVERGREEN TREES: 209 TREES
* ORNAMENTAL TREES: 35 TREES* BUFFER DECIDUOUS TREES: 25 TREES* BUFFER EVERGREEN TREES:226 TREES
* BUFFER ORNAMENTAL TREES: 65 TREES* BUFFER SHRUBS:376 SHRUBS
TOTAL LANDSCAPING PROVIDED: 3,226 TREES* STREET TREES:896 TREES* FUTURE YARD TREES: 555 TREES
* BUFFER DECIDUOUS TREES:183 TREES* BUFFER EVERGREEN TREES: 1,282 TREES* BUFFER ORNAMENTAL TREES:310 TREES
* BUFFER SHRUBS:1,715 SHRUBS
OVERALL LANDSCAPE PROVISIONS
MULTI FAMILY LANDSCAPE PROVISIONS
SINGLE FAMILY LANDSCAPE PROVISIONS
MULTI FAMILY LANDSCAPE REQUIREMENTS
SINGLE FAMILY LANDSCAPE REQUIREMENTS
Cardinal Dogwood / Cornus sericea 'Cardinal'
Redwing Cranberry Viburnum/ Viburnum trilobum 'J.N. Select'
#5 Cont.6'-0" O.C.
Regent Serviceberry / Amelanchier alnifolia 'Regent
#5 Cont.
#5 Cont.
6'-0" O.C.
6'-0" O.C.
AS SHOWN
AS SHOWN
AS SHOWN
Summerwine Ninebark / Physocarpus opulifolius 'Seward'#5 Cont.6'-0" O.C.AS SHOWN
1,715BUFFERSHRUBS
170TH STREET W. - DIAMOND PATH - 179TH STREET W. BUFFERYARD REQUIREMENTS:* A MINIMUM VISUAL SCREEN OF 10'.* SCREENING PLANT MATERIAL SHALL BE IN TWO OR MORE ROWS STAGGERED WITH SHRUBS ARRANGEDTO LESSEN GAPS BETWEEN TREES.
* MINIMUM SPACING: DECIDUOUS TREES 40' O.C., EVERGREENS 15' O.C., SHRUBS 4' O.C
BUFFER LANDSCAPE REQUIREMENTS
EXHIBIT E
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
PUGPUGPUGSAN
STREET 3
13 14121110
98765
43
2
1
1
2
3
4
5
6
7
8
1
2
3
4
5
6 7 8 9 10 11 12 13 14 15 16
192021222324252627282930
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19
2122232425262728293031
14
13
12
15
1617
18
19
20
22
21
25
23
24
26
29
27
28
31
30
33
32
34
49
47
48
53
50
51
52
55
54
57
56
5958
60
61
1
COMMON LOT 62
1
4
4
6
2
3
OUTLOT J
170TH STREET WEST
3
6
4
9
10
7
6239
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR
CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
0'50'100'150'
1" = 50'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
POHPOHPOHPOHPOHPOHPOHCROPCROPCROPCROPCROPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
C R O P
C R O P
CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP CROP
CROPCROPCROPCROPCROPCROPCROPCROP CROP
CROPCROPCROPCROPCROPCROPCROPCROPCROPCROP1514
16 17
1819
19 20
2122
1 2 3
4
5
6
7 8 9
10 11 12
13
14
15 16
17
18
19
20
21
22
23
25
24
26
1 2
3
4
5
6
7
8
914
15
16
17
18
19
1 2 3 4 5
6
8 79
10
11
12
13
7
7
8
9 9
9
OUTLOT A
STREET 2
8
170TH STREET WEST
OUTLOT K OUTLOT L
6240
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
STO
STO
WAT
S T R EE T 7
1
2
3
4
212223242526272829303132
33
34
35
36
37
38
39
40
1
2
3
4
5
6 7 8
9 10 11 12 13
14
1 2 3 4
5
6
78
9
10
11 12 13
1
2
3
4
5 12
13 26
1
2
3
5
4
6
7
8
9
11
10
13
12
1
3
2
4
5
6
7
8
9
10
1
6
11
11
12
14
14
5
OUTLOT C
OUTLOT D
1
32
6241
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
NOTE: LANDSCAPE PLAN FOR
AMENITY BUILDING WILL BE IN
SEPARATE AMENITY BUILDING
PLAN SET
POHPOHPOHPOHPOHPOHPOHSTREET 8
2122
14
2
1
1
2
5 6 7 8 9 10
11
12131415161718
1
19 2
3
26
27
28
29
30
32
31
33
10111213
10
11
1
2
3
4
5 6 7
8 9 10 11 12
13
14
15
16
17
18
19
2021
22
23
2425262728
29
7
10
10
10
18
18
20
OUTLOT B
6242
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
7
8
6
15
11 12 13
141516
17
18
19
20
21
22
23
24
25
26
1 2
3
4
5
6
7
8
910
11
12
13
5
6 9
1110
12
13
1
2
3
4
5
8
7
9
10
12
13
14
15
16
17
18
8
9
10
11
12
13
14
16
18 17
19
20
21
22
24
23
26
25
12
12
13
13
14
15
15
16
16
6243
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
POHPOHPOHPOHPOHPOHPOHSTREET 17
16
2
1
3
5
4
6
7
8
9
10
11
12
13
2
3 4 5 6 7 8 9 10
4
5
6
7
8
9
10
11
12
13
14151617
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
1 2 3 4
5
6
7
8910
11
12
13
17
17
18
19
20
20
OUTLOT E
6244
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
26
28
27
29
9
1011
1 2 3 4
5
6
7
8
1
2
3
4
5
1
2
3
4
5
6
12
16
23
31
OUTLOT G
OUTLOT F
6245
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY LANDCAPE
PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
POHPOHPOHPOHPOHPOHPOHSTREET 17
32
33
34
1
4123 5 76 1189 10
12 13 14
17
15
16
20
18
19
21
24
22
23
25
26
323334383536374639404142434445
73
74
72 7071 6869
62
67 66 65 64
63
60
61
59
58
52 5756555453514950
1
4847
11
2
3
4
5
6
7
8
9
10
15121314 1716 18
19
27
2021222324
25 26
29
31
28
35
30
33 32
34
36
21
21
2122
26
COMMON LOT 75
COMMON LOT 37
STREET 16
1 2 3 4 5 6
7
OUTLOT I
STREET 16
COMMON LOT 75
4
4 13
124
4
2
2
2
7
6
6246
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
POHPOHPOHPOHPOH
5
6
7
8
9
10
11
12
13
14
1
2
3
4
5
6
7
8
9
10
11
12
13
30
31
31
OUTLOT H
6247
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
POHPOHPOHPOHPOHPOHPOHSTREET 25
12
13
14
15
16
18
17
19 20 21 22
23242526
28
27
29
30
31
32
1
2
3
4
5 6
1
2
3 17
18
19 20
21
22
23 4
3
2
112345
6
727
28
23
24
26
27
8
9
11
10
12
1314151617
18 19
20 21 22 23 24
1 2 3 4 5
6789
25
6248
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
XXXXXXXXX
6249
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
XPOHPOHPOHPOHPOHPOHPOHPOHPOH9
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
23
24
25
26
27
28
29
30
31
32
33
34
35
36
1920
18
17
15
16
14
13
12
10
11
9
8
7
6
5
4
36
7
8
12
10
11
16
13
14
15
17
20
18
19
22
21
23
26
24
25
27
28
27
27
29
2929
28
6250
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY
LANDSCAPE PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
NOT FOR
CONSTRUCTION
0'50'100'150'
1" = 50'
6251
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE PRELIMINARY LANDSCAPE
DETAILS & NOTES20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.
2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.
3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.
4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIDAND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.
5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.
6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO,
BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESSTHAN 5:3.
7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.
9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY;TEMPORARY ONLY.
10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR.WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLYABOVE FINISHED GRADE.
11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.
12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OFEXISTING AND PROPOSED TREES.
13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.
14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.
16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND
LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.
17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUNDALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL.ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL.ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE.
MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTINGCONDITIONS (WHERE APPLICABLE).
18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE,AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR
RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).
19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BESODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD
MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TOREMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED ANDPER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.
20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS,AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP
DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALLINFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.
21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLYESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.
22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION.
23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.
24. RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPESAFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2(STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SODSTAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT
UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCHOTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROLBLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TOPROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL.
PLANTING NOTES
LAST REVISED:10/19/18DECIDUOUS TREEPLANTING LA28
N.T.S.
SET ROOT BALL ON UNDISTURBED SUBSOIL
OR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.
REFER TO AMERICAN STANDARD FOR
NURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.
SCARIFY SIDES AND BOTTOM OF HOLE.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL
SOIL.
FORM 3" DEEP WATERING BASIN.
PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.
TREE WRAP MATERIAL FROM GROUNDLINE
UPWARD TO FIRST BRANCHES, AS REQUIRED.
PRUNE OUT MISDIRECTED BRANCHES.
PROVIDE ONE CENTRAL LEADER.
GUYING AND STAKING, AS REQUIRED, FOR
ONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANT
AROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.
2XBALLDIAMETER
PLANTING DETAILS
SET ROOT BALL ON UNDISTURBED SUBSOIL
OR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.
REFER TO AMERICAN STANDARD FOR
NURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.
SCARIFY SIDES AND BOTTOM OF HOLE.
BACKFILL PLANT PIT WITH SPECIFIED
BACKFILL SOIL.
FORM 3" DEEP WATERING BASIN.
PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.
PRUNE OUT MISDIRECTED BRANCHES.
PROVIDE ONE CENTRAL LEADER.
GUYING AND STAKING, AS REQUIRED, FOR
ONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.
2XBALLDIAMETER
LAST REVISED:10/19/18EVERGREEN TREEPLANTING LA29
N.T.S.
LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTING LA27-C
N.T.S.
2X
CONT.DIAMETER
SET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILD
COMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADE
SCARIFY SIDES AND BOTTOM OF HOLE.
DEPTH PER CONTAINER SOIL DEPTH
BACKFILL PLANT PIT WITH SPECIFIED
PLANTING SOIL OR AS APPROVED
EDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREAS
MULCH AS SPECIFIED (AND FILTER FABRIC,
AS INDICATED)
REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADE
SEED MIXTURES
(EX 18)DRAINAGEEASEMENT PERDOC NO. 1494056
(EX 18)WETLAND MITIGATIONEASEMENT PER DOC NO. 1494056&(EX 19)REPLACEMENT WETLAND PERDOC NO. 1499280&(EX 20)WETLAND BANK PER DOC NO.1983896
WETLAND MITIGATION AREA PERWARRANTY DEED, DOC NO.1648935
POHPOHPOHPOHPOHPOHPOH
50' EASEMENT IN FAVOR OF NORTHERN STATESPOWER COMPANY PER MICS. RECORD BOOK 34,PAGE 338 (VERY HARD TO READ)EASEMENT IS IN THE W 1/2 OF THE W 1/2 OF SEC. 7,TWP. 114, RGE. 19, THE CENTERLINE IS PARALLEL TO& 25' EAST OF THE WEST SECTION LINE OF SEC. 7
61,252 SF WETLAND IMPACT
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6252
PROJECT NUMBER: 0029340.00
LAKEVILLE, MINNESOTA 03/24/2022
.
.
.BROOKSHIRE OVERALL TREE
PRESERVATION PLAN20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MINNESOTA 55044
02/17/22
1771603/24/2022
.
03/24/2022
DR HORTON, INC. - MINNESOTA
03/24/2022 26971
CORY MEYER
NOT FOR CONSTRUCTION
SHEET NUMBER:
VERTICAL SCALE:
DATE:
PREPARED FOR:
OF
HORIZONTAL SCALE:
DRAWN:
CHECKED:
DESIGNED:INITIAL ISSUE:
REVISIONS:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
(888) 937-5150
DATE:LICENSE NO.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
###
### OR ##
0'300'600'900'
1" = 300'
03/24/2022
.
.
.
.
REVISED PER CITY COMMENTS
.
.
.
.
DENOTES EXISTING CONIFEROUS TREETO REMAIN
DENOTES EXISTING DECIDUOUS TREE
TO REMAIN
DENOTES EXISTING CONIFEROUS TREE
TO BE REMOVED
DENOTES EXISTING DECIDUOUS TREETO BE REMOVED
DENOTES TREE PROTECTION FENCEX
" T " POST OR EQUAL
6' MAX.
ORANGE MESH CONSTRUCTION FENCE
LOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.
ORANGE CONSTRUCTION FENCE
STAKED EVERY 6'
1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.
2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCURWITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.
3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVEDFENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.
NOTES:
PLAN
ELEVATION
DRIPLINE
6' METAL FENCE POST. STAKE EVERY 6'
MAXIMUM.
TREE PROTECTION DETAIL LEGEND
EXHIBIT F
AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM
5" TRIM3 1/2" TRIM5" TRIMThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C1.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLFRONT ELEVATION3/16"=1'-0"REFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDXXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERCLBETWEEN UNITS4'-0"4'-0"FIRE-TREATEDPLYWOODFIRE-TREATEDPLYWOODCLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODEAFLASE CORNER
CLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOOD6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED2625-FAIRFAX ELEV. MSTEEL PANEL OVERHEAD DOOR4:12 PITCH6:12 PITCHA4:12 PITCH8'-0"2625-FAIRFAX ELEV. NAA4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD2W 3020 FXR.O. 72 1/8" X 24"848 SF FRONT FASCADE - 100% HARDIBOARD231 SQ FT STONE - 27.24% (25% REQ'D)198 TOTAL FASCADE 55 SQ FT STONE = 27.8%182 TOTAL FASCADE 46 SQ FT STONE = 25.2%403 SQ FT SIDING - 47.52% (MAX OF 75%)190 SQ FT BOARD-N-BATTEN - 22.41%24 SQ FT SHAKES - 2.83%NOT USEDFRONT TAKEOFF:ADDRESS STONEXXXXX2x10 CAP2x10 BASE8x8 REALWOOD COLUMN8x8 REALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMNCENTER COLUMNSCORNER COLUMNS30°CAULK TOP OFCOLLAR TO COLUMNPER MANUF. SPECSCOLUMN TO BE MIN 1" ABOVEHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASE. ATTACHFOUNDATION OR 6" ABOVE GRADE231 SQ FT STONE - 4.38%2147 SQ FT SIDING - 47.23%1510 SQ FT BOARD-N-BATTEN - 33.22%658 SQ FT SHAKES - 14.47%OVERALL BLDG: 4546 SFWHOLE BUILDING TAKEOFF (ALL 4 SIDES):STEEL PANEL OVERHEAD DOORADDRESS NUMBER4:12 PITCHXXXXXFIRE-TREATEDPLYWOODAAELLSWORTHSOFFIT LIGHTS6:12 PITCH2630 ELEV. L2630 ELEV. PSTEEL PANEL OVERHEAD DOORADDRESS NUMBERXXXXXAAELLSWORTH6:12 PITCHFYPONBKT7x12x4(TYPICAL)128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"6:12 PITCH6:12 PITCH222 TOTAL FASCADE 56 SQ FT STONE = 25.22%246 TOTAL FASCADE 74 SQ FT STONE = 30.08%4:12 PITCHSOFFIT LIGHTSNO 1 MATERIAL TYPE IS TO EXCEED 60% COVERAGE4'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE
FIREPLY - 4'-0" FROM CENTERLINE 6:124:1216' RIDGE VENT4'-0"FIREPLY - 4'-0" FROM CENTERLINE
FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:124:126:1216' RIDGE VENT4'-0"6:126:126:126:124:124'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:126:124'-0"15' RIDGE VENTBOX VENTBOX VENT8:128:126' RIDGE VENT16'-0"4:126:1215' RIDGE VENTBOX VENTBOX VENT4 UNIT ROOF4:126:126:12EXHIBIT G
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C2.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLREFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USED4-UNIT BUILDINGHOSANNA - LAKEVILLEINSTALL 1/2" FIRE TREATED PLYWOODFROM CENTERLINE OF COMMONWALL TO A MINIMUM OF 4'-0" BACKINTO EACH SIDE OF THAT UNIT. (TYP.)NO OPENINGS WITHIN5'-0" OF CENTERLINE OF AIR SPACE5'-0"5'-0"SIDE ELEVATIONS3/16"=1'-0"DA124126F8:12 PITCH6:12 PITCHAAA6:12 PITCH6:12 PITCHREAR ELEVATION3/16"=1'-0"PLUMBING VENTRADON VENT1/2 BATHBATH #2BATHLAUNDRYOWNERSPLUMBING VENTRADON VENTBATH #21/2 BATHBATHLAUNDRYOWNERSFURNACE EXHAUSTERV EXHAUSTFURNACE EXHAUSTERV EXHAUSTA/C UNITA/C UNITA/C UNIT2x6:12 PITCHAA/C UNIT2xSIMILAR VENTING IS REQ'D ONLEFT SIDE OF THE BUILDINGPRIVACY WALL
4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODDEDA124FDESIDE ELEVATIONS3/16"=1'-0"1167 SF TOTAL FASCADE - 100 % HARDI BOARD462 SQ FT SIDING - 39.59% (NOT TO EXCEED 75%)388 SQ FT BOARD-N-BATTEN - 33.25%317 SQ FT SHAKES - 27.16%SIDE TAKEOFF (x2):EEDDDALAUNDRYED327 TOTAL FASCADE - 100% HARDIBOARD220 SQ FT SIDING - 67.3% (NOT TO EXCEED 75%)107 SQ FT BOARD-N-BATTEN - 32.7%REAR TAKEOFF(MIDDLE UNIT X 2):355 TOTAL FASCADE - 100% HARDIBOARD190 SQ FT SIDING - 53.52% (NOT TO EXCEED 75%)165 SQ FT BOARD-N-BATTEN - 46.48%REAR TAKEOFF(END UNIT X2):1364 TOTAL REAR FASCADE - 100% HARDIBOARD820 SQ FT SIDING - 60.12% (NO 1 MATERIAL TO EXCEED 75%)544 SQ FT BOARD-N-BATTEN - 39.88%OVERALL REAR ELEVATION:CRYSTAL PARKPRIVACY WALL
1ST FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0"
6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's
16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0"
6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's
16" ON CENTER
3-2x10 BEAMCOVEREDCONC. PORCHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C8.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLGASMETERGASMETER4'-0"BOLLARD1'-4"BOLLARD1'-4"OVERHANG TOP
2X4 WALL, 34 1/2" HIGH
OVERHANG TOP
2X4 WALL, 34 1/2" HIGHPANTRYREF.ELEC.METERELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.UP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES
INSTALL PER MFRS SPECS ELEC FPELEC FP9'-6"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"54'-0"5'-6"4'-6"OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL4'-0"GASMETERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"3'-0"DWSINKPAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH
26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"
54'-0"
5'-6"4'-6"
OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL
4'-0"
GAS
METERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"
3'-0"
DW
SINK
PAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE)
AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM
5" TRIM3 1/2" TRIM5" TRIMThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C1.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LLREFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USEDSTEEL PANEL OVERHEAD DOORADDRESS STONE4:12 PITCHXXXXX4'-0"FIRE-TREATEDPLYWOODAASOFFIT LIGHTS6:12 PITCHFYPONBKT7x12x4(TYPICAL)128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"2625-FAIRFAX ELEV. Q212 TOTAL FASCADE 55 SQ FT STONE = 25.9%4'-0"FIRE-TREATEDPLYWOODCLBETWEEN UNITS2x10 CAP2x10 BASE8x8 REALWOOD COLUMN8x8 REALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMNCENTER COLUMNSCORNER COLUMNS30°CAULK TOP OFCOLLAR TO COLUMNPER MANUF. SPECSCOLUMN TO BE MIN 1" ABOVEHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASE. ATTACHFOUNDATION OR 6" ABOVE GRADEFRONT ELEVATION3/16"=1'-0"XXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERCLBETWEEN UNITS4'-0"4'-0"FIRE-TREATEDPLYWOODFIRE-TREATEDPLYWOODCLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODEAFLASE CORNER
CLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOOD6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED2625-FAIRFAX ELEV. MSTEEL PANEL OVERHEAD DOOR4:12 PITCH6:12 PITCHA4:12 PITCH8'-0"2625-FAIRFAX ELEV. NAA4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD2W 3020 FXR.O. 72 1/8" X 24"198 TOTAL FASCADE 55 SQ FT STONE = 27.8%182 TOTAL FASCADE 46 SQ FT STONE = 25.2%ADDRESS STONEXXXXXSTEEL PANEL OVERHEAD DOORADDRESS NUMBER4:12 PITCHXXXXXFIRE-TREATEDPLYWOODAAELLSWORTHSOFFIT LIGHTS6:12 PITCH2630 ELEV. L6:12 PITCHFYPONBKT7x12x4(TYPICAL)128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"4'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 6:124:1216' RIDGE VENT4'-0"FIREPLY - 4'-0" FROM CENTERLINE
FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:124:126:1216' RIDGE VENT4'-0"6:126:126:126:124:124'-0"4'-0"15' RIDGE VENTBOX VENTBOX VENT8:128:126' RIDGE VENT16'-0"CLBETWEEN UNITSXXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBER4'-0"FIRE-TREATEDPLYWOODEA6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED2625-FAIRFAX ELEV. MA182 TOTAL FASCADE 46 SQ FT STONE = 25.2%4:12246 TOTAL FASCADE 74 SQ FT STONE = 30.08%2630 ELEV. PSTEEL PANEL OVERHEAD DOORADDRESS NUMBERXXXXXAAELLSWORTH6:12 PITCH6:12 PITCH222 TOTAL FASCADE 56 SQ FT STONE = 25.22%4:12 PITCHSOFFIT LIGHTS4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:126:1216' RIDGE VENT6:124:126:1216' RIDGE VENT6:128:128:126' RIDGE VENT
16'-0"FIREPLY - 4'-0" FROM CENTERLINE
FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:126:124'-0"15' RIDGE VENTBOX VENTBOX VENT1242 SF FRONT FASCADE - 100% HARDIBOARD332 SQ FT STONE - 26.73% (MIN 25% REQ'D)518 SQ FT SIDING - 41.71% (MAX OF 75%)343 SQ FT BOARD-N-BATTEN - 27.62%49 SQ FT SHAKES - 3.95%FRONT TAKEOFF:332 SQ FT STONE - 5.93%2702 SQ FT SIDING - 48.30%1877 SQ FT BOARD-N-BATTEN - 33.55%683 SQ FT SHAKES - 12.21%OVERALL BLDG: 5,594 SFWHOLE BUILDING TAKEOFF (ALL 4 SIDES):NO 1 MATERIAL TYPE IS TO EXCEED 60% COVERAGE4'-0"4'-0"6:126:12
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C2.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LL6-UNIT BUILDINGHOSANNA - LAKEVILLECRYSTAL PARK327 TOTAL FASCADE - 100% HARDIBOARD220 SQ FT SIDING - 67.3% (NOT TO EXCEED 75%)107 SQ FT BOARD-N-BATTEN - 32.7%REAR TAKEOFF(MIDDLE UNIT X 4):355 TOTAL FASCADE - 100% HARDIBOARD190 SQ FT SIDING - 53.52% (NOT TO EXCEED 75%)165 SQ FT BOARD-N-BATTEN - 46.48%REAR TAKEOFF(END UNIT X2):2,018 TOTAL REAR FASCADE - 100% HARDIBOARD1260 SQ FT SIDING - 61.50% (NO 1 MATERIAL TO EXCEED 75%)758 SQ FT BOARD-N-BATTEN - 38.50%OVERALL REAR ELEVATION:INSTALL 1/2" FIRE TREATED PLYWOODFROM CENTERLINE OF COMMONWALL TO A MINIMUM OF 4'-0" BACKINTO EACH SIDE OF THAT UNIT. (TYP.)NO OPENINGS WITHIN5'-0" OF CENTERLINE OF AIR SPACE5'-0"5'-0"SIDE ELEVATIONS3/16"=1'-0"DA124126F8:12 PITCH6:12 PITCHAAA6:12 PITCH6:12 PITCHREAR ELEVATION3/16"=1'-0"PLUMBING VENTRADON VENT1/2 BATHBATH #2BATHLAUNDRYOWNERSPLUMBING VENTRADON VENTBATH #21/2 BATHBATHLAUNDRYOWNERSFURNACE EXHAUSTERV EXHAUSTFURNACE EXHAUSTERV EXHAUSTA/C UNITA/C UNITA/C UNIT2x6:12 PITCHA/C UNIT2xPRIVACY WALL
4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODDEDA124FDESIDE ELEVATIONS3/16"=1'-0"1167 SF TOTAL FASCADE - 100 % HARDI BOARD462 SQ FT SIDING - 39.59% (NOT TO EXCEED 75%)388 SQ FT BOARD-N-BATTEN - 33.25%317 SQ FT SHAKES - 27.16%SIDE TAKEOFF (x2):EEDDDALAUNDRYEDPRIVACY WALL 4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODA6:12 PITCHA/C UNITDPRIVACY WALL
REFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USED4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODA6:12 PITCHA/C UNITSIMILAR VENTING IS REQ'D ONLEFT SIDE OF THE BUILDINGDPRIVACY WALL
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C8.0X2600 ROW HOMESLAKEVILLE PLANS:8-20-20-LLADD 2635 PLAN:2-14-22-LL1ST FLOOR PLAN3/16"=1'-0"6-UNIT BUILDINGCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0"
6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0"
6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's
16" ON CENTER
3-2x10 BEAMCOVEREDCONC. PORCHGASMETERGASMETER4'-0"BOLLARD1'-4"BOLLARD1'-4"OVERHANG TOP
2X4 WALL, 34 1/2" HIGH
OVERHANG TOP2X4 WALL, 34 1/2" HIGHPANTRYREF.ELEC.METERELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.UP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES
INSTALL PER MFRS SPECS ELEC FPELEC FP9'-6"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"54'-0"5'-6"4'-6"OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL4'-0"GASMETERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"3'-0"DWSINKPAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMCPT.UP17RSLOPE TO DOORS4" CONC FLOOR522 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMCPT.2X4 WALL, 35" HIGH
26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"
54'-0"
5'-6"4'-6"
OPT ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x101/2BHD-FLR14'-4"6'-0"2W 3050 SH3050 SH26'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 10'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL
4'-0"
GAS
METERMETERSELEC CLEAR FRAMING 2x626'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"
3'-0"
DW
SINK
PAINTED 6X6 ROUGH2x6DROPPED BEAMAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"4'-0"CLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0"
6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's
16" ON CENTER
3-2x10 BEAMCOVEREDCONC. PORCHGASMETERBOLLARD1'-4"OVERHANG TOP
2X4 WALL, 34 1/2" HIGHELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES
INSTALL PER MFRS SPECS ELEC FPDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0"
6'-0"26'-0"4'-9"21'-3"26'-6"6"10'-6"16'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR557 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRCPTHD-FLRGREATROOMCPT.DININGCPT.3050-3 SHTREATED 2x10's
16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHGASMETERBOLLARD1'-4"OVERHANG TOP
2X4 WALL, 34 1/2" HIGH
ELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES
INSTALL PER MFRS SPECS
EL
E
C
F
P
9'-6"CLBETWEEN UNITS20'-1 1/8"522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE)522 SQ. FT. (INSIDE)
kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSECOVER
0 02/18/2022
D.R. HORTON BROOKSHIRE CLUB HOUSE
02/18/2022
SCHEMATIC DESIGN
HIBIT H
EXHIBIT H
STREET 8
1717+10.70 1213141516178
9
10
11
12
13
14 1 5
1 6
1 7
1 8
POND - 8
NWL = 919.0
HWL = 921.0
908
9 2 8
9 2 4
9229329269249 3 2
9 2 8
9 2 8
924 926926928
9 3 09209109209
1
0
920930
910
POND - 7
NWL = 918.0
HWL = 920.0 UNOBSTRUCTED SPACE 10'-0"PREFERED.UNOBSTRUCTED SPACE 3'-0"MINIMUME N T R A N C E
E N T R A N C E
P E R G O L A MAI
N ENTRANCE25'-0"25'-0"CLUB HOUSELOT : 3.3 ACRES
35 CAR PARKI
NGLOT LINE
LOT LINEAFTER HOUR ENTRANCET O T L O T B A S K E T B A L L
P IC K E L B A L LGAMEPATIOLAWN BALL
N O IS E B L O C K IN G L A N D S C A P E E L E M E N T S25'-0"P arking S B15'-0"Buiding SB30'-0"Bik
eTRFRTRASH ENCLOSURE
5' FENCEF E N C EEXITEXITEXITLOOP TRAIL
3 bikes
LOOP TRAIL
B uid in g S B30'-0 "kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSESITE PLAN
1.0 02/18/2022
N
1" = 60'-0"1 SD Site Plan
926924MAIN ENTRANCE
AFTER HOUR ENTRANCE
323 ft²
Dining /
Meeting
1,113 ft²
Club Room
712 ft²
Screen Porch
105 ft²
Mech/ Janitor/
Elect.
837 ft²
Fitness
221 ft²
Kids
497 ft²
Yoga
Game
Game
Patio
314 ft²
Men Locker52 ft²Riser Closet159 ft²
Vestibule
379 ft²Circulation1,650 ft²
Pool
Basketball
Pergola
Fire Place
161 ft²
Office
402 ft²
Hall
31 ft²
Electric Room
818 ft²
Pergola
Picket ball
6,651 ft²
Deck
95 ft²
Circulation
34 ft²
Chem. room
132 ft²
Pool
Equipment
Room
310 ft²
Women-
Locker Room
115 ft²
Storage
Tot Lot
Bike Park
Exit
Exit
Exit
Minimum
4'-0"
BIKE PARK
FENCE
5'-0"30'-0"5'-0"5'-0"55'-0"5'-0"-3.6'
-3.6'
-3.6'-4.6'
-4.6'
-4.6'
-4'
-4'
-3.6'
0'
Picket ball
kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSEFLOOR PLAN
2.0 02/18/2022
1/16" = 1'-0"1 Level 1
N
GROSS AREA - TOTAL
Level Area
Level 1 5,594 ft²
Not Placed 0 ft²
Grand total 5,594 ft²
Level 1
100'-0"
6.0 4.0 5.0 5.1
Level 1
100'-0"20'-6"?4.0 5.07.0
kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSEElevation
6.1 02/18/2022
1/16" = 1'-0"1 NE Elevation
1/16" = 1'-0"2 SW Elevation
EXTERIOR MATERIALS
Material Mark Description
4.0 STONE VENEER
5.0 FIBER CEMENT BOARD
5.1 FIBER CEMENT BOARD
6.0 ASPHALTH SHINGLES
7.0 METAL
EXTERIOR MATERIALS
Material Mark Description
4.0 STONE VENEER
5.0 FIBER CEMENT BOARD
5.1 FIBER CEMENT BOARD
6.0 ASPHALTH SHINGLES
7.0 METAL
Level 1
100'-0"
4.06.0 5.17.0
Level 1
100'-0"
6.0 4.05.1 7.0
kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSEElevation
6.2 02/18/2022
1/16" = 1'-0"2 SE Elevation
1/16" = 1'-0"1 NW Elevation
EXTERIOR MATERIALS
Material Mark Description
4.0 STONE VENEER
5.0 FIBER CEMENT BOARD
5.1 FIBER CEMENT BOARD
6.0 ASPHALTH SHINGLES
7.0 METAL
EXTERIOR MATERIALS
Material Mark Description
4.0 STONE VENEER
5.0 FIBER CEMENT BOARD
5.1 FIBER CEMENT BOARD
6.0 ASPHALTH SHINGLES
7.0 METAL
5.15.1
kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSETrash Enclosure
7.0 02/18/2022
1/4" = 1'-0"1 Trash Area - Plan 1/4" = 1'-0"2 Trash Area - Front View
1/4" = 1'-0"4 Trash Area - Side View
1/4" = 1'-0"4-1 Trash Area - Back View
kaas wilson architects
D.R. HORTON BROOKSHIRE CLUB HOUSETrash Enclosure Details
8.0 02/18/2022
1 1/2" = 1'-0"1 Trash Area - Coping Detail
1 1/2" = 1'-0"2 Trash Area - Grade Detail
PAGE 1 OF 1Drawn By: SANDYDate:2/9/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.DR HORTON CLUB HOUSELAKEVILLE, MNChecked By: ROSSLuminaire ScheduleSymbolQtyLabelArrangementLLFCalculation SummaryLabelDescriptionArr. WattsLum. LumensCalcTypeUnits3AASingle0.900AvgMaxMinORE LIGHTING SLD-100W-T4-40K MOUNT ON 20FT POLE WITH 2FT BASE99.9Avg/MinMax/MinPERGOLA AND SCREEN PORCHIlluminanceFc1.772.0147511.61.111.25SITE GROUNDIlluminanceFc3.5978.70.0N.A.N.A.BASKETBALLIlluminanceFc31.9248.021.91.462.19PARKINGIlluminanceFc2.183.91.02.183.90PICKLEBALLIlluminanceFc35.4453.319.71.802.71TOT LOTIlluminanceFc33.4846.816.42.042.856BBSingle0.900MODERN FORMS WS-W5222F-BN B122913 WALL MOUNT AT 7FT25.287632CCSingle0.900PRISMA 071814 MIMIK 10 BOLLARD 1000 740 1191513DDSingle0.900PRISMA HEDO PLUS 840 072100 MOUNT ON 12FT POLE 2321458FFSingle0.900SATCO 62-1205 GROUND MOUNT FLOOD LIGHT98855GGSingle0.900ATLANTIC LIGHTING PLED 1018-SYL30-40K-HZ SUSPENDED AT 14FT25.2772238410HHSingle0.900ORE LIGHTING SLD-400W-T4-40K MOUNT ON 20FT POLE WITH 2FT BASE394.75773843JJSingle0.900SATCO S8020 24FT STRING LIGHTS SUSPENDED AT 9FT1.05046141Plan ViewScale: 1 inch= 40 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.8 3.7 9.6 16.4 18.8 17.4 16.7 9.5 8.4 8.6 5.4 3.5 2.5 2.0 1.5 1.2 0.9 0.6 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.6 7.0 17.8 28.4 33.3 33.8 27.7 22.4 15.6 19.4 10.2 5.2 4.7 3.9 2.9 2.3 1.4 1.0 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 3.4 10.6 25.0 34.8 35.0 40.1 40.9 34.5 30.8 23.4 16.1 10.9 10.7 9.4 7.4 4.4 2.4 1.7 1.1 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.0 4.7 12.1 25.5 33.9 37.0 45.2 46.8 32.3 26.7 29.0 26.5 23.6 19.0 20.0 13.5 6.8 4.8 3.3 2.1 1.2 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 1.7 3.9 9.2 19.3 31.9 39.4 45.9 44.1 33.7 26.3 29.2 30.4 33.1 36.3 28.6 23.4 19.0 8.8 6.0 3.9 2.1 1.5 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.9 1.9 4.7 12.0 19.1 29.2 36.6 33.9 31.2 31.3 33.6 34.1 32.1 38.7 45.0 36.6 23.1 13.7 11.2 9.2 5.2 2.5 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.9 5.0 10.5 17.0 19.1 28.5 26.3 24.5 31.2 35.1 37.1 42.1 44.5 42.9 40.2 35.8 27.0 17.6 17.4 7.2 2.7 1.2 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.8 1.5 3.0 4.5 9.2 13.2 21.9 29.9 28.9 29.7 32.2 35.1 48.0 53.3 46.5 39.0 38.3 33.7 29.5 19.7 10.4 4.8 2.4 1.4 0.9 0.6 0.5 0.4 0.2 0.2 0.2 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 2.0 1.0 1.7 2.8 4.7 7.8 15.8 17.4 23.5 27.3 32.9 35.1 42.2 48.1 46.7 45.7 43.5 30.7 24.7 22.9 13.8 6.4 22.3 2.0 1.5 1.2 1.0 0.7 0.5 0.4 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 0.4 0.8 1.5 2.7 4.3 6.8 10.2 11.8 12.1 19.1 28.2 40.2 44.9 39.6 37.6 44.3 42.1 34.6 27.2 22.3 12.4 5.2 2.5 2.1 2.1 1.9 1.7 1.3 0.8 0.5 0.3 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.6 0.3 0.4 0.8 1.5 2.5 3.8 3.8 4.5 6.2 6.8 12.2 22.7 24.0 35.1 39.3 37.0 36.6 32.1 28.8 28.6 22.3 10.0 12.6 1.9 2.1 2.3 2.4 2.5 1.9 1.1 0.5 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 78.7 0.1 0.6 0.1 0.2 0.3 0.5 0.9 1.7 2.2 2.5 2.4 2.9 3.9 5.8 7.8 11.9 15.6 22.8 22.4 28.0 31.3 29.8 24.1 22.8 16.2 6.8 2.5 1.9 2.3 2.4 2.9 3.3 2.3 1.1 0.5 0.3 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.1 2.0 2.9 2.1 1.6 1.7 2.2 2.9 4.0 6.9 10.1 12.4 12.6 12.7 17.2 23.1 23.6 17.7 10.2 14.3 1.9 2.1 2.4 2.6 3.4 3.7 2.0 1.3 0.8 0.4 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 20.5 0.1 0.1 0.2 0.2 0.4 0.6 1.1 1.6 1.5 1.5 1.1 1.0 1.2 1.7 2.4 4.0 4.9 5.8 6.2 7.1 14.1 15.9 11.2 10.3 6.2 2.9 1.8 2.1 2.4 2.8 3.5 3.2 2.4 2.0 0.8 0.4 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2 0.3 0.4 0.5 0.9 1.5 1.7 1.5 1.1 0.9 0.8 0.8 1.0 1.4 2.0 2.3 2.9 3.4 4.1 4.3 7.4 4.1 4.3 29.5 2.3 1.6 1.8 2.3 2.6 2.8 2.0 1.9 1.5 0.5 0.3 0.20.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 2.1 0.5 0.7 0.9 1.2 1.9 2.4 1.6 1.2 1.1 1.0 0.8 0.8 0.9 1.1 1.3 1.4 1.6 1.8 2.1 3.0 2.1 1.6 1.8 1.7 1.5 1.6 1.9 2.0 2.0 1.4 1.0 0.9 0.5 0.2 0.10.0 0.0 0.0 0.0 0.1 6.6 0.2 0.4 0.9 1.5 1.5 1.3 1.3 1.2 1.5 1.7 1.6 1.5 1.1 0.9 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.2 0.9 0.9 1.0 1.5 1.8 1.9 1.9 1.7 1.5 1.0 1.2 0.5 0.3 0.2 0.10.0 0.0 0.0 0.0 0.1 0.2 0.2 0.5 1.0 1.7 1.7 1.1 0.9 1.1 1.6 2.2 3.1 2.2 1.7 1.3 1.1 0.7 0.5 0.5 0.6 1.9 0.8 0.7 0.7 0.7 1.0 1.7 2.2 2.3 2.2 1.9 1.4 1.1 0.5 0.3 0.2 0.10.0 0.0 0.0 0.0 0.1 0.4 0.3 0.6 1.0 1.1 1.0 0.7 0.6 1.0 1.9 3.0 2.3 2.1 2.2 2.8 2.3 0.9 0.5 0.4 2.5 13.9 11.5 1.5 1.0 0.8 1.4 2.0 2.3 2.5 2.9 2.4 1.5 0.8 0.3 0.2 0.1 0.10.0 0.0 0.0 0.1 0.1 11.6 0.5 1.0 1.1 1.1 0.7 0.5 0.5 0.9 1.8 2.3 2.1 1.6 1.8 2.8 2.6 0.8 0.4 0.3 0.4 7.2 9.3 1.4 0.7 1.0 1.7 2.2 2.3 3.0 3.6 2.5 1.2 0.7 0.4 0.2 0.10.0 0.0 0.0 0.1 0.1 0.3 0.8 1.5 2.3 1.3 0.7 0.4 0.5 0.8 1.5 1.9 1.8 1.2 1.1 1.5 1.0 0.5 0.3 0.2 0.3 0.4 1.7 0.8 0.8 1.3 2.0 2.4 2.6 3.5 3.9 2.3 1.7 1.0 0.5 0.3 0.10.0 0.0 0.0 0.1 0.2 0.5 0.9 1.3 1.1 1.0 0.6 0.5 0.6 0.9 1.5 2.0 1.6 0.9 0.6 0.5 0.4 0.3 1.7 0.6 0.3 0.3 0.5 0.7 1.1 1.6 2.2 2.5 2.9 3.5 2.9 2.6 2.1 0.8 0.4 0.2 0.10.0 0.0 0.0 0.1 0.3 1.1 1.1 1.3 1.1 0.8 0.6 0.7 1.0 1.2 1.6 1.7 1.3 0.7 0.4 0.2 0.2 0.2 10.6 17.3 8.4 0.8 9.3 0.9 1.4 1.8 2.1 2.5 2.6 2.8 1.9 1.6 1.3 0.5 0.2 0.20.0 0.0 0.1 0.1 0.4 1.0 2.0 1.8 1.1 0.9 1.0 1.3 1.8 2.2 1.7 1.3 0.9 0.5 0.2 0.1 0.1 0.1 1.8 11.7 11.5 2.8 0.9 1.2 1.8 2.2 2.4 2.3 2.2 2.0 1.3 0.8 0.7 0.4 0.2 0.10.0 0.0 0.0 0.1 0.3 1.3 0.9 1.1 0.9 1.1 1.6 1.8 1.9 1.7 1.2 0.7 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.3 1.3 1.6 1.1 1.6 2.2 2.4 2.8 2.6 2.1 1.5 0.9 0.4 0.4 0.3 0.2 0.10.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 1.0 1.6 1.7 1.3 0.9 0.7 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.9 1.3 1.9 2.2 2.5 3.2 3.0 1.9 1.2 0.6 0.3 0.2 0.2 0.10.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.6 0.7 0.8 0.6 0.5 13.1 0.2 0.1 0.1 1.2 1.0 0.1 0.1 0.1 0.1 6.0 0.7 1.5 2.1 2.3 2.8 3.8 3.0 1.7 1.3 0.7 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.2 1.0 0.1 0.2 0.3 0.3 0.4 7.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.2 18.1 0.1 0.1 0.4 0.9 1.5 2.1 2.4 3.1 3.6 2.5 2.6 1.4 0.7 0.3 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 19.6 0.1 6.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 44.5 0.3 0.7 1.9 2.2 2.3 2.8 2.6 1.7 2.0 0.9 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 2.5 0.8 1.2 1.5 1.8 1.5 0.9 0.9 0.6 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.0 0.8 0.5 0.4 0.4 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.3 0.2 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01.92.0 1.61.6 1.91.61 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fcTYPE AA & HHTYPE BBTYPE CCTYPE DDTYPE FFTYPE JJTYPE GG
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us
January 21, 2022
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: BROOKSHIRE
The Dakota County Plat Commission met on January 19, 2022, to consider the preliminary plat of the
above referenced plat. The plat is adjacent to Future County Road 33 (Diamond Path) and Future County
Road 179th St. and is therefore subject to the Dakota County Contiguous Plat Ordinance.
The plan was revised to match the alignment for future CR 179th Street. The right-of-way needs for
future CR Diamond Path and future CR 179th Street are 60 feet of half right of way for 2-lane divided
roadways or 3-lane roadways. Diamond Path is shown as a dedication of 80-feet for the western portion
of future Diamond Path, as dedicated on the plats the north. There are two accesses shown along future
CR 179th Street, one full access at Eagle Point Drive and one future restricted access at Street 1 (Draft
Horse Blvd).
The full access opening allowed at Street 25 (Eagleview Drive) and future CR 179th Street should include
left and right turn lanes.
The access opening at Street 1 (Draft Horse Blvd)/179th Street would be allowed as a temporary full
access opening but restricted in the future, which should include installing right turn lanes at this
location. No left turn lanes should be installed. This temporary access intersection should remain a full
access until such time when Diamond Path (either to the north or south) is constructed; the intersection
should then be restricted and median closed to right-in right-out movements. The developer will include
information in new homeowner materials describing the future access restriction at this location. The
County and City will consider marking the access restriction with field signage.
Also noted, the City and County are continuing to work on the vertical design for future CR 179th Street
at the bridge location. City staff asked about the timing of the completion of CSAH 33 and whether
construction of CSAH 33 would be dependent on development in Empire Township.
Traffic volumes on Future County Road 33 (Diamond Path) and Future County Road 179th St. are yet to
be determined. Traffic volumes may indicate that current Minnesota noise standards for residential
units could be exceeded for the proposed plat. Residential developments along County highways
commonly result in noise complaints. In order for noise levels from the highway to meet acceptable
levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise
mitigation elements should be incorporated into this development.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property.
EXHIBIT I
The Plat Commission highly recommends early contact with the Transportation Department to discuss
the permitting process which reviews the design and may require construction of highway
improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting
street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952)
891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c: Mike Suel, DR Horton
Francis Hagen and Corey Meyer, Westwood
City of Lakeville
Planning Department
Memorandum
To: File
From: Daryl Morey, Planning Director
Date: March 23, 2022
Subject: Brookshire Neighborhood Meeting
On March 22, 2022 DR Horton hosted a virtual neighborhood meeting for the proposed Brookshire
development located south of 170th Street and east of Eagleview Drive. Approximately 15 residents
were in attendance online. Following the introduction of Brookshire by the development team, the
neighbors raised the following questions/concerns:
• Several residents living in the Lake Place townhomes that front Eagleview Drive and face east
toward the Brookshire development expressed concerns about their view of the back of the
row townhomes proposed on the east side of Eagleview Drive, including: grades, building
height and elevations, and landscape buffering. The developer was asked to consider
installing a fence at the rear of these townhome buildings or moving the attached townhomes
to another location on the site.
• Asked if a sidewalk was going to be constructed on the east side of Eagleview Drive.
• Expressed concerns about speeding on Eagleview Drive and that the Brookshire development
would make things worse.
• Expressed concerns about the existing amount of traffic, vehicle speeds, use of right turn lanes
as bypass lanes, and pedestrian crossing safety on 170th Street. The Brookshire development
will add to these concerns. Asked if a pedestrian crossing signal could be installed at the
existing trail crossing of 170th Street east of Embers Avenue.
• Asked about the timing of Diamond Path. Many residents felt that Diamond Path should be
constructed with the Brookshire development to help disperse traffic in Brookshire to 170th
Street so fewer vehicles would travel through the Lake Place neighborhood on Eagleview
Drive and 173rd Street to get to 170th Street and Pilot Knob Road.
• Asked if the developer would consider adding another internal street connection to 170th
Street to potentially reduce the amount of traffic on Eagleview Drive.
• Asked if Street 1 (across from Draft Horse Boulevard) could have both left and right turn lanes
onto 170th Street.
• Requested that construction traffic not use the existing streets in Lake Place.
• Expressed concerns about dust, noise, and dirt being tracked onto the streets in Lake Place.
EXHIBIT J
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
BROOKSHIRE
APPROVAL OF
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on April 21, 2022 to
consider the application of DR Horton, Inc - Minnesota for a Conditional Use Permit related to
the Brookshire preliminary plat to allow a reduction in minimum lot area and minimum lot width
for single family lots within the RST-2 District and for a HOA clubhouse facility and HOA park and
open spaces. 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 Low Density Residential land uses by the 2040
Comprehensive Plan.
2. The subject site is zoned RS-3, Single Family Residential District. The applicant has applied for
an amendment to the Zoning Map to change the zoning of the property to RST-2, Single and
Two Family Residential District and RM-1, Medium Density Residential District.
3. The applicant is proposing a reduction in minimum lot area and minimum lot width for single
family dwellings within the RST-2 District allowed by approval of a Conditional Use Permit in
accordance with Section 11-57-7.H of the Zoning Ordinance.
4. The applicant is proposing development of HOA facilities within the proposed preliminary
plat including a clubhouse facility and outdoor pool, private park, and open space, which is
allowed within the RST-2 District by approval of a Conditional Use Permit in accordance with
Section 11-57-7.D of the Zoning Ordinance.
5. The legal description of the property as shown on the preliminary plat of Brookshire, City of
Lakeville, Dakota County, Minnesota is:
Lots 1-6, Block 2; Lots 1-15, Block 3; Lots 1-30, Block 4; Lots 1-40, Block 6; Lots 1-10, 13,
14, Block 11; Lots 1-28, Block 27; Lots 1-20, Block 28; Lots 20-36, Block 29
2
And,
Lot 1, Block 32; Outlot I
6. Section 11-4-3.E of the 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 guides the subject site for Low Density Residential land
uses, which is defined as development with a net density of 3.0 dwelling units or less per
acre anticipated to be single family neighborhoods. The density of the proposed
preliminary plat based on a net area of 249.00 acres (gross area minus arterial and major
collector right-of-way and wetlands) and 736 dwelling units is 2.96 dwelling units per acre.
Based on changing demographic characteristics of the community, the 2040
Comprehensive Plan encourages development of small lot single family dwellings,
detached townhomes, twin homes, traditional townhouses, back-to-back townhouses,
and multiple family housing dwelling units to complement traditional single-family
homes. The inclusion of small lot single family dwellings and row-style townhouse
dwellings provide added housing diversity to the proposed Brookshire neighborhood and
the City’s overall housing stock with public and private recreation amenities to support
the needs of the development.
The proposed preliminary plat is consistent with the policies of the 2040 Comprehensive
Plan.
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The proposed land uses and subdivision design will be compatible with existing
and planned land uses in Lakeville surrounding the subject site.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: The proposed development will comply 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.
3
Finding: The subject site is within MUSA Expansion Area A and the proposed
development satisfies the criteria for inclusion of the subject site in the Current MUSA
and 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 170th designated as a Major Collector and future
179th Street designated as a Future Principal Arterial by the 2040 Transportation Plan,
which will have adequate capacity to accommodate traffic generated by the proposed
subdivision.
5. The report dated 13 April 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
based upon the foregoing information, findings, and the considerations and stipulations outlined
in the Planning Report dated 13 April 2022 prepared by The Planning Company LLC.
.
DATED: April 21, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
BROOKSHIRE
APPROVAL OF
ZONING MAP AMENDMENT
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on April 21, 2022 to
consider the application of DR Horton, Inc - Minnesota for an amendment to the Zoning Map to
rezone property located south of 170th Street (CSAH 70) and west of future Diamond Path. 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 Low Density Residential land uses by the 2040
Comprehensive Plan.
2. The subject site is zoned RS-3, Single Family Residential District. The applicant has applied for
an amendment to the Zoning Map to change the zoning of the property to RST-2, Single and
Two Family Residential District and RM-1, Medium Density Residential District.
3. The legal description of the properties to be rezoned within the preliminary plat of
Brookshire, City of Lakeville, Dakota County, Minnesota in accordance with Section 11-45-3
of the Zoning Ordinance is as follows:
RST-2 District: Lots 1-8, Block 2; Lots 1-15, Block 3; Lots 1-30, Block 4; Lots 1-40, Block 6;
Lots 1-19, Block 7; Lots 1-13, Block 8; Lots 1-33, Block 9; Lots 1-29, Block 10; Lots 1-14,
Block 11; Lots 1-29, Block 12; Lots 1-13, Block 13; Lots 1-13, Block 14; Lots 1-18, Block 15,
Lots 1-26, Block 16; Lots 1-13, Block 17; Lots 1-19, Block 18; Lots 1-13, Block 19; Lots 1-
34, Block 20; Lots 1-34, Block 23; Lots 1-6, Block 24; Lots 1-9, Block 25; Lots 1-24, Block
26; Lots1-28, Block 27, Lots 1-20, Block 28; Lots 1-36, Block 29; Lots 1-5, Block 30; Lots 1-
14, Block 31; Lot 1, Block 32; Outlot A; Outlot B, Outlot C; Outlot D; Outlot E; Outlot F;
Outlot G; Outlot H; Outlot I; Outlot J; Outlot K; Outlot L.
RM-1 District: Lots 1-62, Block 1; Lots 1-11, Block 5; Lots 1-75, Block 21; Lots 1-31, Block
22.
2
4. Section 11-3-3.E of the 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 guides the subject site for Low Density Residential land
uses, which is defined as development with a net density of 3.0 dwelling units or less per
acre anticipated to be single family neighborhoods. The density of the proposed
preliminary plat based on a net area of 249.00 acres (gross area minus arterial and major
collector right-of-way and wetlands) and 736 dwelling units is 2.96 dwelling units per acre.
Based on changing demographic characteristics of the community, the 2040
Comprehensive Plan encourages development of small lot single family dwellings,
detached townhomes, twin homes, traditional townhouses, back-to-back townhouses,
and multiple family housing dwelling units to complement traditional single-family
homes. The inclusion of small lot single family dwellings and row-style townhouse
dwellings provide added housing diversity to the proposed Brookshire neighborhood and
the City’s overall housing stock.
The proposed preliminary plat is consistent with the policies of the 2040 Comprehensive
Plan.
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The proposed land uses and subdivision design will be compatible with existing
and planned land uses in Lakeville surrounding the subject site.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: The proposed development will comply 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 MUSA Expansion Area A and the proposed
development satisfies the criteria for inclusion of the subject site in the Current MUSA
and can be accommodated within the City’s existing public service capacity.
3
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The subject site is accessed by 170th Street designated as a Major Collector and
future 179th Street designated as a Future Principal Arterial by the 2040 Transportation
Plan, which will have adequate capacity to accommodate traffic generated by the
proposed subdivision.
5. The report dated 13 April 2022 prepared by The Planning Company LLC (TPC) is incorporated
herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve an amendment to the
Zoning Map based upon the foregoing information, findings, and the considerations and
stipulations outlined in the Planning Report dated 13 April 2022 prepared by The Planning
Company LLC.
DATED: April 21, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
BROOKSHIRE
APPROVAL OF
SUBDIVISION ORDINANCE VARIANCE
FINDINGS OF FACT AND RECOMMENDATION
The Lakeville Planning Commission met at its regularly scheduled meeting on April 21, 2022 to
consider the application of DR Horton, Inc - Minnesota for a variance to allow a cul-de-sac street
with length greater than 600 feet within the Brookshire preliminary plat. 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 Low Density Residential land uses by the 2040
Comprehensive Plan.
2. The subject site is zoned RS-3, Single Family Residential District. The applicant has applied for
an amendment to the Zoning Map to change the zoning of the property to RST-2, Single and
Two Family Residential District and RM-1, Medium Density Residential District.
3. Section 10-4-3.S.3 of the Subdivision Ordinance requires that each cul-de-sac be a minimum
of 150 feet and not more than 600 feet in length with a turnround at the closed end having a
60 foot radius. Street 19 within the preliminary plat is a cul-de-sac street with a length of 628
feet as defined by the Subdivision Ordinance. The applicant has applied for a variance to
allow for the proposed length of the cul-de-sac street.
4. The legal description of the property is the preliminary plat of Brookshire, City of Lakeville,
Dakota County Minnesota.
5. Section 10-6-2-1 of the Subdivision Ordinance provides that the planning commission shall
not recommend approval of a variance request unless they find failure to grant the variance
will result in unusual hardship and that the following criteria must also be met:
1. That the variance would be consistent with the Comprehensive Plan.
2
Finding: The 2040 Comprehensive Plan includes a policy to plan, design, and
develop a street system that reflects the highest standards and relates land use to
transportation needs. The overall system of streets within the Brookshire
preliminary plat, including the proposed cul-de-sac street exceeding 600 feet in
length, is consistent with this policy.
2. That the variance would be in harmony with the general purposes and intent of
[the Subdivision Ordinance].
Finding: The proposed length of the cul-de-sac is limited to the minimum extent
necessary based on existing physical conditions of the property and requirements
for street intersections effecting the design of the subdivision consistent with the
intent of the Subdivision Ordinance regulations for cul-de-sac length.
3. That the plight of the landowner is due to circumstances unique to the property
not created by the landowner.
Finding: The need for variance is based on the existing natural conditions of the
subject site and requirements regarding street intersections effecting the design
of the subdivision.
4. That the purpose of the variance is not exclusively economic considerations.
Finding: The purpose of the variance is not based on economic considerations.
5. That the granting of the variance will not alter the essential character of the
neighborhood in which the parcel of land is located.
Finding: Approval of the variance will allow for development of single family lots
consistent with the overall character of development within the proposed
Brookshire preliminary plat.
6. That the requested variance is the minimum action required to eliminate the
unusual hardship.
Finding: The requested variance is the minimum deviation from the requirements
of the Subdivision Ordinance necessary.
6. The report dated 13 April 2022 prepared by The Planning Company LLC (TPC) is incorporated
herein.
3
RECOMMENDATION
The Planning Commission recommends that the City Council approve the cul-de-sac length
variance based upon the foregoing information, findings, and the considerations and stipulations
outlined in the Planning Report dated 13 April 2022 prepared by The Planning Company LLC.
DATED: April 21, 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
Date: April 13, 2022
Subject: Brookshire
• Preliminary Plat Review
• Preliminary Grading and Erosion Control Plan Review
• Preliminary Tree Preservation Review
• Preliminary Utility Plan Review
BBAACCKKGGRROOUUNNDD
DR Horton, Inc. has submitted preliminary plat, rezoning, conditional use permit and variance
applications for a development to be known as Brookshire. The proposed subdivision is
located south of and adjacent to 170th Street, east of Pilot Knob Road (CSAH 31), and north
and west of the Lakeville/Farmington/Empire Township corporate limits. The parent parcels
consist of seven metes and bounds parcels (PID No. 220120003010, 220120077012,
220120076012, 220120075010, 220120001010, 220120002010, and 220120079020) zoned RS-
3, Single Family Residential District. The Developer requests to rezone the area of the
preliminary plat to RST-2 for the proposed single family lots and RM-1 for the proposed
townhome lots.
The preliminary plat consists of five-hundred fifty-five (555) single family lots, one hundred
eighty-one (181) attached townhome lots, one (1) HOA community lot, three (3) HOA
common lots within thirty-two (32) blocks, and twelve (12) outlots on 298.93 acres. The
Developer is dedicating 20.34 acres as 170th Street, 179th Street (Future CSAH 9) and Diamond
Path (Future CSAH 33) right-of-way.
The outlots created with the preliminary plat shall have the following use:
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Outlot A: Stormwater management basins and open space; to be deeded to the City
(2.20 acres)
Outlot B: Stormwater management basins; to be deeded to the City (2.90 acres)
Outlot C: Stormwater management basins; to be deeded to the City (4.04 acres)
Outlot D: Stormwater management basins; to be deeded to the City (1.88 acres)
Outlot E: Stormwater management basins; to be deeded to the City (6.34 acres)
Outlot F: Stormwater management basins, VRWJPO Principal Corridor, wetland and
buffers; to be deeded to the City (4.76 acres)
Outlot G: Stormwater management basins, wetland and buffers; to be deeded to the City
(9.14 acres)
Outlot H: Stormwater management basins, trail corridor, VRWJPO Principal Corridor,
wetland and buffers; to be deeded to the City (37.88 acres)
Outlot I: Privately owned and publicly accessible park; to be retained by the Developer
(0.43 acres)
Outlot J: HOA open space; to be retained by the Developer (0.78 acres)
Outlot K: Privately owned and maintained monument sign; to be retained by the
Developer (0.08 acres)
Outlot L: HOA open space; to be retained by the Developer (0.43 acres)
The proposed development will be completed by:
Developer: DR Horton, Inc.
Engineer/Surveyor: Westwood
SSIITTEE CCOONNDDIITTIIOONNSS
The Brookshire site consists of undeveloped agricultural land and wooded areas with a
Vermillion River Watershed Joint Powers Organization (VRWJPO) Principal Connector water
corridor along the western edge of the site. The site is located within the North Creek
Stormwater District with the land generally draining north to south. The site is bordered to
the east by Empire Township and to the south by the City of Farmington.
EEAASSEEMMEENNTTSS
The following easement exists on the parent parcel that will remain with the development of
the parent parcels:
• Easements for sanitary sewer purposes as contained in Final Certificate filed of record
March 16, 1979 as Document No. 533616
• Terms and conditions of Dakota County ROW Map No. 186 recorded as Document No.
1363193
• Easements for Highway purposes in favor of the County of Dakota as Document No.
1390830
• Final Certificate in the Matter of the Condemnation for Certain Lands for Highway
Purposes as Document No. 2307644
• Final Certificate in the Matter of the Condemnation for Certain Lands for Highway
Purposes as Document No. 2400098
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SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
170th Street
Brookshire is located south of and adjacent to 170th Street, a major collector roadway, as
identified in the City’s Transportation Plan. 170th Street is currently constructed as a two-lane
undivided rural roadway adjacent to the preliminary plat. The Developer shall dedicate 55-ft
½ right-of-way for 170th Street as shown on the preliminary plat. Access for the development
is proposed to 170th Street via Eagleview Drive (existing), Street 1, and Future Diamond Path.
The Developer shall construct improvements along 170th Street to complete the urban
roadway design through the installation of curb and gutter and turn lanes at the proposed
intersections. The roadway improvements will be determined with the first phase final plat.
179th Street (Future CSAH 9)
Brookshire is bisected by 179th Street (Future CSAH 9), a future minor arterial County
highway, as identified in the City’s Transportation Plan. The current Dakota County Plat
Review Needs Map indicates a half right-of-way requirement of 60-feet and designates this
roadway as a future two-lane divided urban roadway over its entire length adjacent to the
plat.
The City and Dakota County and currently conducting a preliminary engineering study to
determine the recommend roadway crossing design for 179th Street over North Creek within
the preliminary plat. The Developer shall incorporate the recommendations of the
engineering study with the future final plat plans, including, but not limited to; roadway
profile, right-of-way and easement needs, bridge location, intersection design, and turn lane
locations among others. The Developer shall dedicate the right-of-way for 179th Street with
the first phase final plat. The preliminary plat was reviewed and recommended for approval by
the Dakota County Plat Commission at their January 19, 2022 meeting.
The Developer is responsible for any improvements to 179th Street as required by Dakota
County. The Developer shall construct 179th Street from its current terminus in the Pheasant
Run of Lakeville development to Diamond Path with the final plat improvements.
The Developer shall pay 100% of the costs to construct 179th Street. The City will reimburse
the Developer’s cash fees for construction of 179th Street outside of the plat boundary,
including the bridge improvements.
The Developer is eligible for reimbursement for costs above the standards of a City collector
roadway, consistent with Dakota County Transportation policy. The City and Dakota County
will enter into a Joint Powers Agreement “JPA” to provide the Developer with the County’s
share of the project costs. A Development Contract Amendment will be required once a JPA is
approved to allocate the County’s share of the project costs as a reimbursement to the
Developer.
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PPAAGGEE 44 OOFF 99
Diamond Path (CSAH 33)
Brookshire is located west of and adjacent to Diamond Path, a future major collector roadway
as identified in the City’s Transportation Plan. The current Dakota County Plat Review Needs
Map identifies Diamond Path as a three-lane undivided County State Aid Highway with a ½
right-of-way requirement of 60 feet. The Developer is dedicating right-of-way as shown on
the preliminary plat. The preliminary plat was reviewed and recommended for approval by the
Dakota County Plat Commission at their January 19, 2022 meeting.
The construction of Diamond Path is not identified in the City’s or County’s current Capital
Improvement Plans. The Developer shall install “Future County Roadway” signs along the east
boundary of Blocks 9, 20, 21, 26 and 28 until Diamond Path is constructed.
Eagleview Drive
Brookshire is located east of and adjacent to Eagleview Drive, a minor collector roadway as
identified in the City’s Transportation Plan. Eagleview Drive is currently constructed as a two-
lane undivided urban roadway adjacent to the plat.
Development of Brookshire includes construction and extension of Eagleview Drive from its
current terminus south to provide a full access intersection with 179th Street. Eagleview Drive
will be extended south of 179th Street to provide a future access to Diamond Path at the east
plat boundary. The Developer shall construct Eagleview Drive as a 32-ft wide urban two lane
roadway with a 5-ft sidewalk along both sides of the street north of 179th Street, and along
one side of the roadway south of 179th Street. The Developer shall also construct a 5-ft wide
sidewalk along the east side of the existing Eagleview Driveway roadway from 170th Street to
the south.
The City will provide the Developer with escrow numbers 8524 and 8525 with the final plat
for the extension of Eagleview Drive outside of the plat boundary, which was provided with
the Wild Wings development.
The Developer is dedicating the necessary right-of-way for Eagleview Drive, as shown on the
preliminary plat.
173rd Street
Development of Brookshire includes the construction and extension of 173rd Street, a minor
collector roadway as identified in the City’s Transportation Plan. 173rd Street is designed as a
36-foot wide urban roadway with a sidewalk along both sides of the street. The Developer is
dedicating the necessary right-of-way for 173rd Street, as shown on the preliminary plat. 173rd
Street will provide a connection and full access to Pilot Knob Road and Diamond Path. The
Developer shall install a “Future Street Extension” sign and barricades until it is extended in
the future to connect to Diamond Path.
Street 1
Development of Brookshire includes the construction of Street 1, a local roadway. Street 1 is
designed as a 32-foot wide urban roadway with a sidewalk along one side of the street. Street
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PPAAGGEE 55 OOFF 99
1 will provide a full access at 170th Street, and partial restricted access to 179th Street. The
Developer is dedicating the necessary right-of-way as shown on the preliminary plat.
Streets 2, 3, 5, 7, 14 and 24
Development of Brookshire includes the construction of Streets 2, 3, 5, 7, 14 and 24, all local
roadways. The local roadways are designed as 32-foot-wide urban roadways with a sidewalk
along one side of each street. The Developer is dedicating the necessary right-of-way.
Streets 6, 9, 11, 18, 19 and 23
Development of Brookshire includes the construction of Streets 6, 9, 11, 18, 19 and 23, all local
roadways terminating in a permanent cul-de-sac. The local streets are designed as 32-foot-
wide urban roadways with a sidewalk along one side of the street, with the exception of the
portions along the cul-de-sacs. The Developer is dedicating of the necessary right-of-way.
Private Roadways
Development of Brookshire includes the construction of several privately owned and
maintained roadways providing driveway access to the attached townhome units. The private
roadways are designed as 24-foot-wide urban roadways. The Developer shall dedicate a
drainage and utility easement over the private roadways to allow for the City maintenance of
the public utilities to be constructed within the private roadways. The City shall not be
responsible for any repairs (including cost) to the private roadways due to future operation
and maintenance of the public utility systems within the easement area.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction will be
determined with each phase of construction.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
The Park Dedication requirement has not been collected on the parent parcels and will be
satisfied through a cash contribution to be paid with the final plat.
Greenway Corridor Trail
The City’s Parks, Trails, and Open Space Plan identifies a greenway corridor traversing through
the southwest parent parcels along North Creek. The Developer shall construct the trail within
Outlot H providing a connection to the trails along 179th Street which ultimately will connect
to the planned Dakota County North Creek Greenway trail to the west and North Creek
neighborhood park. The City shall reimburse the Developer for 100% of the costs for
bituminous pavement and aggregate base for the trail construction within the greenway
corridor. The amount of reimbursement, based on an estimate to be provided by the
Developer’s engineer, shall be credited to the Developer’s Park Dedication requirement with
the future phase final plats.
Development of Brookshire includes the construction of public trails and sidewalks. Five-foot
wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of all
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local streets (except cul-de-sacs) and along both sides of Eagleview Drive and 173rd Street.
Bituminous trails shall be constructed along both sides of 179th Street, the south side of 170th
Street and within Outlot H. The Developer will be responsible for 100% of the grading and
restoration for the bituminous trails. The Developer shall receive a credit to the final plat cash
fees for the City’s 3/8th share (excluding grading and restoration) of the trail construction
costs, except for the trail within the greenway corridor, identified previously.
Two private HOA owned and maintained parks are proposed to be constructed with the
development improvements. The two parks are proposed to be located in the HOA amenity
area on Lot 1, Block 32 and tot lot on Outlot I.
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Brookshire is located within subdistricts NC-20010, NC-20021, and NC-20000 of the North
Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan.
Wastewater will be conveyed through sanitary sewer to the MCES Elko/New Market
Interceptor and continue to the Empire Wastewater Treatment Facility.
Development of Brookshire includes the extension of public sanitary sewer. 8-inch sanitary
sewer will be constructed within the subdivision and connect to the existing 48-inch
Metropolitan Council interceptor along the west plat boundary and existing sewer sub along
173rd Street. A Direct Connection Permit is required from the Metropolitan Council for the
connections to the interceptor.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and will
be required with the final plat. The fee will be based on the current rate in effect at the time of
final plat approval.
WWAATTEERRMMAAIINN
Development of Brookshire includes the extension of public watermain. 8-inch watermain will
be extended within the development to provide service to the development. Consistent with
the City’s Water Plan, 12-inch watermain will be extended from existing water stubs along
170th Street and 173rd Street. The 12-inch watermain will be located along Street 1 extending
from 170th Street south, west along 173rd Street, south along Street 7 and west along 179th
Street. The Developer shall extend the 12-inch watermain along 179th Street to the west plat
boundary, which includes a crossing of North Creek. Final plans and requirements for the
watermain extension across North Creek will be finalized with the final plat.
The City will credit the Developer for the oversizing of the trunk watermain constructed with
the development improvements. The credit will be based on the cost difference between 8-
inch watermain and 12-inch watermain that will be installed. The credit will be applied to the
Developer’s final plat cash fees and will be based on an estimate provided by the Developer’s
engineer.
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OOVVEERRHHEEAADD LLIINNEESS
An overhead electric transmission line and poles are located along the south side of 170th
Street on the parent parcels. The Developer is required to remove the poles and place the
utilities underground with the final plat, consistent with the City’s Public Ways and Property
Ordinance.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Brookshire is located within subdistricts NCL-80a2, NCL-84, NCL-85, and NCL-83 of the North
Creek stormwater district, as identified in the City’s Water Resources Management Plan. A
Vermillion River Watershed Joint Powers Organization (VRWJPO) Principal Connector is
located within the site draining from west to east.
Development of Brookshire includes the construction of nine publicly owned and maintained
stormwater management basins and three infiltration basins to collect and treat the
stormwater runoff generated from the site. The basins will outlet to the south into North
Creek. Water quality improvements and volume reduction will be provided by infiltration due
to the highly permeable soils on the site and a privately owned and maintained water re-use
system. The Developer shall provide a security with the final plat and conduct three double
ring infiltrometer tests within the infiltration basins to verify the design rates. The Developer
shall enter into a maintenance agreement and grant an easement to the City over the water
re-use systems for the private improvements located within public property. The final
locations and designs for the re-use system will be completed with the first phase final plat.
The stormwater management basins will be located within Outlots A, B, C, D, E, F, G and H
which will be deeded to the City with the final plat. The stormwater management design is
consistent with City ordinance 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 permits will not be issued until
a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
Brookshire 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 Brookshire includes the construction of public and private sewer systems.
Public storm sewer will be installed within the subdivision to collect and convey stormwater
runoff generated from within the public right-of-way and lots to the public stormwater
management basins located within Outlots A, B, C, D, E, F, G and H. The privately owned and
maintained storm sewer will be located within the private streets.
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Draintile construction is required in areas of non-granular soils within Brookshire for the street
sub-cuts and lots. Any additional draintile construction, including perimeter draintile required
for building footings, which is deemed necessary during construction shall be the developer’s
responsibility to install and finance.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must
be collected with the Brookshire final plat. The Developer will receive a credit to the Trunk
Storm Sewer Area Charge for deeding the portions of F, G and H not used for stormwater
management or reimbursed as park dedication credit, calculated at $5,500/acre consistent
with City policy. The reimbursement will be calculated with the final plat.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
The Developer shall remove the existing temporary storm sewer installed with the Wild Wings
development located along the east side of Eagleview Drive south of 173rd Street with the
development improvements. The City will credit the Developer’s cash fees Escrow No. 8523
for the removal of the temporary storm sewer.
RESIDENTIAL BUFFER YARD REQUIREMENTS
170th Street and Diamond Path are a major collector roadways and 179th Street is a minor
arterial roadway as identified in the City’s Transportation Plan. A buffer yard containing earth
berms and/or plantings of a sufficient density to provide a visual screen and a reasonable
buffer a minimum of ten feet in height shall be provided adjacent to 170th Street, Diamond
Path, and 179th Street. A certified as-built grading plan of the buffer yard berm must be
submitted and approved by City staff prior to the installation of any buffer yard plantings.
RREETTAAIINNIINNGG WWAALLLLSS
The Developer proposes to construct a privately owned and maintained retaining wall. Walls
with a combined height over 4-feet are subject to approval of a building permit and must be
designed by a registered geotechnical or structural engineer. A private maintenance
agreement is required with the final plat for the retaining walls located on private property.
FEMA FLOODPLAIN ANALYSIS
Portions of Brookshire is shown on the Flood Insurance Rate Map (FIRM) as Zone AE by the
Federal Emergency Management Agency (FEMA). Based on this designation, areas of the plat
are located within a Special Flood Hazard Area (SFHA), as determined by FEMA. The areas
within the SFHA will be located within Outlots F and H and within the 179th Street right-of-
way, which will all be deeded to the City. The Developer proposes to place fill within the
floodplain, outside of the regulated floodway. The Developer’s engineer has prepared a no-
rise certificate confirming that the floodplain is not impacted with the proposed grading
improvements. The remaining areas of the plat are located outside of SFHAs.
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WWEETTLLAANNDDSS
A wetland delineation for the site was completed for the site by Westwood Professional
Services. The wetland delineation was reviewed by City staff and The Notice of Application
was sent out November 10, 2020. No adverse comments were received. Based on the
information provided in the report dated October 1, 2020 and site visit, 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 wetland replacement plan was submitted to the City for review. The plan identifies 1.406
acres of wetland impacts. The wetland replacement plan is currently out on review until April
19, 2022. The developer is proposing to purchase wetland credit from the Vermillion River
Watershed JPO for the impact. The wetland replacement plan must be approved prior to any
impacts or grading adjacent to the wetlands on the site.
All wetland and buffers will be placed in City owned outlots with final plat. Natural Area Signs
will be placed along all property lines. Final locations will be staked in the field and reviewed
by city staff prior to installation. Installation of Natural Area Sign should take place prior to
the release of building permits.
TTRREEEE PPRREESSEERRVVAATTIIOONN
A tree preservation plan was submitted by the developer. There are 1,436 significant trees
located within the Brookshire preliminary plat boundaries. The tree preservation plan
proposes to save 312 (22%) of the significant trees on site. Many of the remove trees are
Boxelder and Siberian Elm. Additional trees maybe be requested to be removed by the City
during the process.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing a SWPPP for the site prior to construction. The permit requires that all erosion and
sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction
must be documented in the SWPPP.
Redundant silt fence is required along all wetlands and waterways that do not have a 50-foot
established buffer. 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
Engineering recommends approval of the preliminary plat, conditional use permit, variance,
grading and erosion control plan, tree preservation, and utility plan for Brookshire, subject to
the requirements and stipulations within this report.