HomeMy WebLinkAboutITEM 6City of Lakeville
Community Development Department
Memorandum
To: Planning Commission
Tina Goodroad, AICP, Community Development Director
Frank Dempsey, AICP, Associate Planner
May 30, 2024
Packet Material for the June 6, 2024 Planning Commission Meeting
1. Zoning Map Amendment to rezone property from O-R, Office Residential
Transition District to PUD, Planned Unit Development District.
2. Preliminary plat of 17 residential lots to be known as Kenyon Green.
3. PUD development stage plan for 15 attached townhome lots and a 49-unit
apartment building with a height exceeding 42 feet
August 2, 2024
Ron Clark Construction has applied for a preliminary plat, Zoning Map amendment rezoning
the property to PUD, Planned Unit Development District, and PUD Development Stage Plan to
allow the development of a 49-unit workforce rental apartment building and 15 units of attached
market rate rental townhome dwelling units on 6.49 acres to be known as Kenyon Green. The
Kenyon Green preliminary plat is bound by two arterial roadways and is located west of
Interstate 35, north of 185th Street (CSAH 60), and south of Kenyon Avenue.
The Kenyon Green preliminary plat plans have been distributed to the Engineering Division and
Parks and Recreation Department staff, the Parks, Recreation and Natural Resources Committee,
and the Dakota County Plat Commission.
A. Aerial Map
B. Existing/Proposed Zoning Map
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C. ALTA Survey
D. Preliminary Plat
E. Civil Engineering/Site Plan/Landscape Plans (26 Pages)
F. Site Lighting Plan
G. Floor Plan and Building Elevations (9 pages)
H. April 25, 2024 Plat Commission Letter
The Kenyon Green preliminary plat area is zoned O-R, Office/Residential District (Exhibit B).
Multiple-Family dwellings are allowed in the O-R District subject to the requirements of the RH-
1, Multiple Family Residential District and subject to approval of a conditional use permit. The
PUD flexibilities will allow the project to propose a mix of medium and high-density residential
development on the 6.49 acre parcel and will substitute the requirement for a conditional use
permit.
The subject property poses site development with unique challenges due to the shape, natural
environment protection areas (wetland), and double fronted property characteristics abutting
arterial roadways, limitations on site access due to curve of Kenyon Avenue resulting in the
development requiring additional flexibility of site development offered by a PUD with the
underlying zoning of the O-R District. The requested flexibilities include:
1. Townhome rear yard setbacks to Kenyon Avenue of 30 feet (50-foot buffer setback
required)
2. Townhome building setback to private drive of 25 feet (30 feet required)
3. Townhome wetland buffer rear yard setback of 10 feet for one area (20 feet required)
4. Townhome guest parking setback of between 8.1 and 14 feet (15 feet required)
5. Rear yard apartment building setback to 185th Street of 31-42 feet (50-foot buffer setback
required)
6. Side yard apartment building setback to I-35 of 30 feet (50-foot buffer required)
7. Apartment building height of 45 feet (42 feet maximum)
All other required setbacks and parking requirements have been met.
. The Kenyon Green property is located in Planning District 1 of the 2040
Comprehensive Plan, which guides the subject property as Office/Residential Transition, which
allows high density residential development, including apartment and townhome dwellings. The
subject property is within the current MUSA. The proposed apartment building and townhomes
are consistent with the planned land use of the property in accordance with the 2040
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Comprehensive Land Use Plan.The Envision Lakeville report, updated in 2023, encourages
housing development that allows for housing options for people of all stages of life. The proposed
apartments and townhomes are compatible with existing commercial and medium to high
density residential uses in the vicinity.
The property is moderately sloped and includes trees and wetlands. The
property most recently included a single-family home and accessory buildings until they were
removed in late 2019.
. The adjacent land uses, and zoning are as follows:
North – Kenyon Avenue and an apartment building, (RH-1)
East – Interstate 35 Intersection off-ramp and freeway
South – 185th Street West (CSAH 60), vacant land and a single-family home (RA)
West – Wetland and an office building, (O-R); across Kenyon Avenue is the Prairie Lake
townhome development.
City streets, sanitary sewer and water
improvements for the area of Kenyon Green will be financed and constructed by the developer.
The development costs associated with the Kenyon Green development are not programmed in
the 2024-2029 CIP.
A preliminary plat may be deemed premature if any of the
criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to a
lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police and
fire protection). The other pertinent criteria pertain to inconsistencies with the City
Comprehensive Land Use and Capital Improvement Plans (discussed above). Staff review of the
Kenyon Green preliminary plat against these criteria finds that it is not a premature
subdivision. The preliminary plat of 6.49 acres will consist of one apartment
building lot, 15 townhome lots, one common area lot, and one outlot that will encompass the
wetland and wetland buffer, in addition to public right of way dedications for 185th Street and
Kenyon Avenue. Prior to City Council consideration of the preliminary plat, it must be revised
show Outlot A as a common area lot, the townhome unit lots labeled accordingly, and Outlot B
relabeled as Outlot A.
Section 11-61-13.B of the Zoning Ordinance requires a minimum of 5,000 square feet of lot area
per townhouse dwelling and 2,500 square feet of lot area per apartment dwelling. Lot 1
(apartment building) provides for 1 unit per 2,137 square feet which is slightly less than the 2,500
square feet. required. The proposed townhome density meets requirements providing one unit
per 5,097 square feet. The applicant is requesting a deviation to the development density
provision to accommodate the 49-unit building on Lot 1. The proposed density of the
development is consistent with the character of a O-R District and adjacent multiple family and
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townhome development to the north and west. Outlot B (to be relabeled as Outlot A) will be
deed to the City for wetland and wetland buffer preservation.
The Kenyon Green preliminary plat currently shows two outlots.
Outlot A (1.17 acres) is common area for the townhomes and must be relabeled with a lot and
block designation prior to City Council consideration of the preliminary plat. The parcel will be
retained by the Developer.
Outlot B (0.79 acres) contains wetlands and buffer. Prior to City Council consideration of the
preliminary plat, the outlot must be relabeled as Outlot A. It will be deeded to the City with the
final plat.
Proposed grading, drainage, erosion
control, and utilities for the Kenyon Green preliminary plat is shown on the grading, drainage
and erosion control and utility plans. All existing and new local utilities shall be placed
underground.
Grading, drainage, erosion control, and utilities details are outlined in the May 22, 2024
engineering report prepared by Jon Nelson, Assistant City Engineer and Mac Cafferty,
Environmental Resources Manager. The Engineering Division recommends approval of the
preliminary plat.
A tree preservation plan was submitted by the developer. There are 317
significant trees located within the Kenyon Green preliminary plat boundaries. The tree
preservation plan proposes to save 64 of the significant trees on site. Mac Cafferty,
Environmental Resources Manager has reviewed the tree preservation plan and his comments
are included in the May 22, 2024 engineering report.
Kenyon Green abuts Kenyon Avenue, 185th Street (CSAH 60) and Interstate 35.
Additional right-of-way will be dedicated for Kenyon Avenue to comply with the major collector
street width requirements and 1.09 acres of additional right-of-way will be dedicated for 185th
Street, overlaying an existing roadway easement. No additional right of way is required for I-35.
A wetland delineation was completed and approved in 2021. The wetland report
indicated an impact of 0.1895 acres that will be replaced with wetland banking credits. Mac
Cafferty has reviewed the wetland delineation report and his comments are included in the May
22, 2024 engineering report.
The 2015 Parks, Trails, and Open Space Plan does not identify dedication of
land to the City for public parks from the area of the subject site. Park dedication requirements
are to be satisfied by payment of a cash fee in lieu of land at the time of final plat approval as
provided for by Section 10-4-8.J of the Subdivision Ordinance. The developer will be providing a
playground for the development in the northeast corner of the site.
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PLANNED UNIT DEVELOPMENT STAGE PLAN
Proposed Medium and High-Density Residential Land Use. The proposed development
consists of one 49-unit three-story apartment building with underground parking and 15
attached townhome units. All units will be rental and owned and maintained by the applicant
and managed by a professional management company. Amenities include a community room,
exercise room, outdoor play area, grilling stations with picnic tables and management office.
The RH-1, High Density Residential District allows a maximum building height of three stories
or 42 feet, whichever is less. In review of the development plans, it was determined that the
apartment building must be raised to accommodate a three-foot increase in the elevation of the
low floor area of the building. This results in a building height of 45 feet. Given the proximity of
the property, building, and surrounding developments and roadways, the additional three feet is
acceptable for the location.
The applicant provided a narrative containing information on the proposed project, sample of
similar project including elevations, details about architecture for the proposed project and
specifics regarding target market for the apartment units combined with financing. The proposed
apartment building will provide workforce units with limits on income requirements. Projected
rents are included in the narrative.
The City recently conducted a Housing Needs Assessment in 2023 that identified a need for 400
additional affordable units in the city. In addition, our Comprehensive Plan includes the
Metropolitan Council’s allocation of affordable units for Lakeville which identifies a goal for
1,414 affordable units by 2030. These proposed units will help achieve this goal while providing
housing affordable to working adults and families.
Section 11-61-7 of the Zoning Ordinance establishes that various setback regulations
of the RH-1 District are to be considered presumptively appropriate for the subject site but may
be departed from to accomplish the purposes of the PUD District. The following setbacks of the
RH-1 District apply to the subject site:
th
The townhomes abutting Kenyon Avenue, a major collector, require a minimum 50-foot rear
yard setback as a residential buffer yard. The apartment building is subject to a minimum setback
of 50 feet abutting 185th Street (CSAH 60), a minor arterial roadway. The proposed townhome
buildings range between 33.2 feet and 34.8 feet from the north property line abutting Kenyon
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Avenue. The apartment building setback ranges between 32.1 feet and 41.1 feet abutting 185th
Street and 31.4 feet abutting I-35 right-of-way.
The subject property poses challenges to develop due to its unique shape and more importantly
due to the fact it abuts three roadways (considering right of way for I-35). This necessitates
increased buffer yard setbacks that would otherwise not be required. The apartment building was
located into the required setback to accommodate the location of surface parking that was
dictated by the access to Kenyon Avenue. Only a single access to and from Kenyon Avenue is
permitted due to the curve of the roadway adjacent to the site. The internal drive provides for
access to the surface parking and underground parking at the east side of the apartment building.
This same internal drive provides for access to each townhome driveway.
While the south side of the buildings abutting 185th Street encroaches into the buffer yard
setback, the site does provide a variety of trees to provide buffering from the roadway.
Additionally, evergreen trees are proposed at the east side of the building abutting the ponding
area adjacent to I-35. Staff recommends that the landscape plan and grading plan be revised to
provide a denser vegetive screen with additional evergreen trees along 185th Street and I-35 that
are off-set to increase the amount of buffer along the trail and roadway. The north side of the site
abutting Kenyon Avenue provides for trees abutting the townhomes. Additional evergreens in
this area will provide for increased buffer to this roadway. Staff recommends support for the
setback deviations with the additional buffer yard landscaping to achieve the goal of the
increased setback.
Two additional deviations for setbacks are requested for the townhomes including less than 30
feet from the unit lots to the private drive and 15 feet from two unit lots to the guest parking
spaces. The townhomes are planned within the narrow portion of the lot with the private drive
serving as the only access. The townhomes will each feature a two-car garage and driveway
parking space in front of the door. The private drive will effectively and safely provide access with
the reduced setbacks.
The table below summarized the breakdown in the number of
dwelling units by number of bedrooms. The unit mix includes six - one-bedroom units, 18 two-
bedroom units, and 25 three-bedroom units. The architectural plans include the floor areas for
each type of dwelling unit, which verify compliance the minimum floor areas specified by Section
11-17-13.B of the Zoning Ordinance.
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Townhome Design. The townhomes will include two stall garages. The building garage sizes and
exteriors shall comply with minimum requirements of the Zoning Ordinance.
Section 11-62-19.B of the Zoning Ordinance requires the exterior of
multiple-family dwelling structures include a variation in building materials which are to be
distributed throughout the building elevations and coordinated into the architectural design of
the structure to create an architecturally balanced appearance. To this end, a minimum of 50
percent of the combined area of all elevations of a structure is required to have an exterior finish
of brick, stucco and/or natural or artificial stone. The proposed elevations feature a brick exterior
accented with stone and lap (material type) siding to provide variety in materials and distinction
to the building sections and stories. The main entry on the north elevation includes a canopy and
columns with stone up to the third floor. Each unit will feature a deck. The proposed materials
meet the 50% requirement.
Detailed floor plans are provided for each apartment unit type. All units feature in unit washer
and dryers. Common areas include a community room, office, and fitness room.
Final elevations have not been provided for the proposed townhomes. Staff will review at time of
building permit to ensure consistency with the code.
Principal buildings within the RH-1 District are limited to a height of three
stories or 42 feet, whichever is less, by Section 11-61-21.A of the Zoning Ordinance. The
proposed apartment building is a three-story structure measuring 45 feet to accommodate a a
required increase of three feet to the minimum floor area elevation.
The plans include a landscape plan that addresses the requirements of Section 11-
21-7 and 11-21-9 of the Zoning Ordinance at the site perimeter, interior yards, and building
foundations.
The landscaping plan provides a variety of overstory, ornamental and evergreen trees as well as
shrubs at the permitter of the townhome buildings and apartment building. The landscape plan
inventory includes 64 shade, evergreen, and ornamental trees as well as various shrubs, grasses
and perennial plants. The City Forester shall review the landscape plan to determine material
species and suitability for the site location.
Buffer yards shall contain a combination of earth berms,
plantings, or privacy fencing of a sufficient density to provide a minimum visual screen and a
reasonable buffer a minimum effective height of ten feet. The height of the buffer yard is
measured along a line drawn at the back of the curb of the roadway, or the edge of bituminous, to
the ground elevation at the rear line of the building pad to the height of the plantings to be
installed as defined by this section. Landscape screening material shall be planted in two or more
staggered rows. The landscape plan and grading plan shall be revised to accomplish the screening
required adjacent to Kenyon Avenue, 185th Street (CSAH 60) and Interstate 35. An inground
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irrigation system is required within the property where necessary to ensure that all turf grass,
ground cover landscaping, hedges, trees and shrubs can be maintained. The Developer will be
required to sod the buffer yard to the back of the trail along the north side of 185th Street and the
back of the sidewalk along Kenyon Avenue.
There is an existing sidewalk along the south side of Kenyon Avenue up to
the west plat boundary. The developer will be extending this sidewalk though the driveway
entrance.
Section 11-19-13 of the Zoning Ordinance requires multiple family uses to
provide 2.5 off-street parking stalls per dwelling unit for the apartment building. Based on 49
dwelling units, 123 off-street parking stalls are required. The applicant is providing 58 surface
parking spaces and 65 underground garage spaces for a total of 123 spaces. The townhomes are
required to provided two spaces per unit plus .5 spaces for guest parking. The applicant is
providing guest parking in two areas of the townhome portion of the site meeting this
requirement.
A photometric lighting plan indicating the lighting type has been submitted
and is in compliance with Zoning Ordinance requirements. All exterior lighting shall be shielded
as required by Section 11-16-17.B.1 of the Zoning Ordinance. The intensity of the exterior fixture
complies with the limits as outlined by Section 11-16-17.A of the Zoning Ordinance.
Any outdoor trash storage shall be located in an enclosure
consistent with Zoning Ordinance requirements.
The Dakota County Plat Commission reviewed and approved the preliminary
plat at its April 24, 2024 meeting. The Plat Commission letter is attached.
The developer will submit an application to vacate a small portion of
Kenyon Avenue right of way in order to square off an unusable portion to be incorporated into
the apartment property parking area. Additional roadway easements for 185th Street (CSAH 60)
must also be vacated, all of which will be done in conjunction with the final plat application.
The proposed Kenyon Green development is consistent with the 2040 Lakeville Comprehensive
Plan and O-R zoning district requirements, including the goals set forth by the Metropolitan
Council for attainable housing. The rezoning to PUD provides for flexibility with certain setbacks
as noted in the report to provide a layout that works with the physical site constraints. The
overall site provides several amenities including underground parking, quality architecture
meeting all the requirements, common spaces and outdoor playground for residents’ enjoyment.
These benefits are coupled with the inclusion of affordable housing meeting a need identified in
the housing study and comprehensive plan.
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Community Development Department staff recommends approval of the Kenyon Green
preliminary plat and Zoning Map amendment from O-R, Office Residential Transition District
to PUD, Planned Unit Development District, subject to the following stipulations:
1. Implementation of the recommendations listed in the May 22, 2024 engineering report.
2. Park dedication shall be satisfied with a cash contribution paid with the final plat.
3. The relabeled Outlot A, containing the wetland and buffers, must be deeded to the City
with the final plat.
4. The townhomes will include two stall garages. The building garage sizes and exteriors
shall comply with minimum requirements of the Zoning Ordinance.
5. The excess Kenyon Avenue right of way and drainage and utility and roadway easements
noted in the May 22, 2024 engineering report shall be vacated as a condition of final plat
approval.
6. Prior to City Council consideration, the landscape plan and grading plan shall be revised
to comply with the buffer yard screening requirements adjacent to Kenyon Avenue, 185th
Street (CSAH 60) and Interstate 35.
7. Prior to City Council consideration, the preliminary plat shall be amended to change
Outlot A to a lot and block designation, re-number the townhome unit lots, and relabeled
Outlot B to Outlot A.
Findings of fact for the rezoning is attached to this report.
EXHIBIT A
EXHIBIT B
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PID: 220130031010
Address: 18430 Kenyon Avenue
PID: 222340000010
Address: Unassigned
Owner: City of Lakeville
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The S Line of the NW 1/4 of
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DESCRIPTION OF PROPERTY SURVEYED
A tract of land in the Northwest Quarter of Section 13, Township 114 North, Range 21 West, Dakota County, Minnesota, described as follows:
Beginning at a point in the South line of said Northwest Quarter, 213.63 feet East of the Southwest corner thereof; the south line of said Northwest Quarter
has an assumed bearing of North 89 degrees 54 minutes 54 seconds East; thence North 0 degrees 5 minutes 6 seconds West, 553.40 feet to the center line of
a town road; thence along said centerline South 64 degrees 52 minutes 6 seconds East, 521.20 feet, thence continue on said centerline North 58 degrees 59
minutes 54 seconds East, 357.25 feet, to a point on the Westerly right of way line of Trunk Highway 35W service road; thence southerly along said right of
way South 22 degrees 54 minutes 54 seconds West, 425.28 feet; thence continue along said right of way on a curve concave to the east having a central angle
of 21 degrees 37 minutes 43 seconds and a radius of 336.49 feet a distance of 127.02 feet to a point on the South line of said Northwest Quarter; thence
South 89 degrees 54 minutes 54 seconds West, along said South line, 585.19 feet to the point of beginning.
Abstract Property
GENERAL SURVEY NOTES
1. Bearings are based on the Dakota County Coordinate System (1986 Adjustment).
2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the north side of Kenyon Avenue,
approximately 385 feet southeast of the northwest corner of the subject property, as shown hereon. Elevation = 1009.46
3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans
obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to
develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately,
completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also,
please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.
4. We have shown hereon a wetland on the subject property per information from electronic data provided to us by Stantec on 11-16-2023 and a wetland
delineation report by Wenck Associates, Inc. dated August 2018. The wetland line on the neighboring property to the west is shown hereon per digitized
plans by Glenn Rehbein Companies dated 1-24-2006 provided to us by the City of Lakeville.
ALTA/NSPS LAND TITLE SURVEY NOTES
(numbered per Table A)
1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.
2. Site Address: 18430 Kenyon Avenue, Lakeville, Minnesota 55044.
3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel
No. 27037C0191E, effective date of December 2, 2011.
4. The Gross land area is 282,004 +/- square feet or 6.474 +/- acres.
7. (a) Exterior dimensions of buildings at ground level as shown hereon. No buildings were observed on the subject property while conducting the fieldwork.
8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to
visibly observed all site features located on the subject property.
9. No striped parking stalls were observed on the subject property while conducting the fieldwork.
13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Dakota County Interactive
Property Map.
15. Some feature were obtained from aerial mapping as shown and labeled hereon.
SURVEY REPORT
1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by CBH Title, LLC as agent for Old Republic National Title
Insurance Company, File No. 59150, dated June 19, 2023. We note the following with regards to Schedule B II Exceptions of the herein referenced Title
Commitment:
a. Item no.'s 1-8 are not survey related.
b. The following are numbered per the referenced Title Commitment:
[9]. Subject to the rights reserved by the State of Minnesota as set forth in Final Certificates filed as Document Nos. 181421, 258173, 347063,
and 418361. Highway easement lies east of and does not appear to affect the subject property, as shown hereon.
[10]. Terms and conditions of easement for roadway and municipal purposes, in favor of Village of Lakeville, as created in Final Certificate filed
February 4, 1969, as Document No. 357734. Roadway easement is located along the south 50 feet of the subject property, as
shown hereon. Document also describes a temporary slope easement that expired February 3, 1971, not shown hereon.
[11]. Terms and conditions of easement for right-of-way purposes, in favor of the City of Lakeville, as created in Grant of Permanent Easement filed
March 27, 2003, as Document No. 2020602 and as further evidenced in Final Certificate filed June 23, 2004, as Document No. 2218772. The
City of Lakeville conveyed their rights to this easement to Dakota County by Quit Claim Deed filed December 2, 2003, as Document No.
2146888. 25 foot wide right of way easement is located over a southerly portion of the subject property, as shown hereon.
[12]. Subject to Dakota County Road Right of Way Map No. 285 (County State Aid Highway No. 60 / 185th Street West) filed January 21, 2005, as
Document No. 2287465. Said right of way is located over the southerly portion of the subject property, as shown hereon.
Document contains temporary easements, as shown hereon. Expiration dates for said temporary easements were not provided.
[13]. Terms and conditions of easement for public roadway, drainage and utility purposes, in favor of the City of Lakeville, as created in Grant of
Permanent Easement filed November 6, 2000, as Document No. 1729802. Said easement is located over a northerly portion of the
subject property, as shown hereon.
[14]. Rights of the public in and to that portion of subject property used for road purposes (184th St W and 185th St W). 185th Street West is
located over a southerly portion of the subject property, as shown hereon. 184th St W appears to lie over the northerly 33 feet
of the subject property. See Conflicts Item B below.
[15]. Rights of other abutting land owners to use that part of the premises which lies within the bed of the pond. We have shown hereon a pond
on the westerly portion of the subject property.
[16]. A portion of the property contains wetlands which may be subject to federal, state, or local regulation. The right to use or improve these
wetlands is excepted herein. We have shown hereon a wetland per information from electronic data provided to us by Stantec
on 11-16-2023.
2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:
[A]. We have shown hereon the northerly line of the subject property with a curve as shown on the recorded plat of Prairie Lake 1st Addition near the
northeast corner of the subject property. The northeast corner of the subject property was dedicated as right of way in said plat.
[B]. Please note that we have shown hereon a 33 foot wide Town Road Easement (184th St) over the northerly 33 feet of the subject property per
Dakota County mapping and per a previous survey by Harry S. Johnson Co., Inc. dated 1-7-2005, provided to us by the client. The recorded plat of
Prairie Lake 1st Addition calls out the northerly line of the subject property as the centerline of 184th St as field located on Oct. 26, 1999.
ALTA CERTIFICATION
To: Linda Bakke, Lawrence Mallery, Lynette Mallery, Leonard Mallery, Leslie Mallery, Leigh Mallery, and Lonny Mallery; R.E.C., Inc., a Minnesota corporation;
CHB Title, LLC; and Old Republic National Title Insurance Company:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for
ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, 13, and 15 of Table A thereof.
The fieldwork was completed on 12-28-2023.
Dated this 17th day of January, 2024.
________________________________________________________
Rory L. Synstelien Minnesota License No. 44565
rory@civilsitegroup.com
VICINITY MAP
18
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PR
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PROJECT NO.: 23406.00
COPYRIGHT 2024 CIVIL SITE GROUP INC.c
REVISION SUMMARY
DATE DESCRIPTION
V1.0
ALTA/NSPS LAND
TITLE SURVEY
. .
. .
. .
. .
. .
. .
N
44565
RORY L. SYNSTELIEN
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS SURVEY,
PLAN, OR REPORT WAS PREPARED BY ME
OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE
STATE OF MINNESOTA.
1-17-2024
N
CL
I
E
N
T
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
QA/QC
FIELD CREW
DRAWN BY
REVIEWED BY
UPDATED BY
DO
DS
CJ
.
OVERHEAD UTILITIES
GASMAIN
SANITARY SEWER
STORM SEWER
FIBER/COMM. LINE
ELECTRIC LINE (RECORD)
WATERMAIN
ELECTRIC LINE
GASMAIN (RECORD)
CHAINLINK FENCELINE
Linetype & Symbol Legend
CONCRETE SURFACE
PAVER SURFACE
BITUMINOUS SURFACE
GRAVEL/LANDSCAPE
SURFACE
WOODEN FENCELINE
GUARDRAIL
WATERMAIN (RECORD)
SANITARY SEWER (RECORD)
STORM SEWER (RECORD)
FIBER/COMM. LINE (RECORD)
TELEPHONE LINE (RECORD)
TELEPHONE LINE SIGNSANITARY MANHOLE
STORM MANHOLE
CABLE TV BOX
TELEPHONE MANHOLE
ELECTRIC TRANSFORMER
TELEPHONE BOX
TRAFFIC SIGNAL
GAS METER
ELECTRICAL METER
WATER MANHOLE
WATER VALVE
AIR CONDITIONER
BOLLARD
CATCH BASIN
ELECTRIC MANHOLE
GAS VALVE
FLAG POLE
HANDICAP SYMBOL
FOUND IRON MONUMENT
HYDRANT CAST IRON MONUMENT
SET OR TO BE SET IRON MONUMENT
FLARED END SECTION
POWER POLE
UTILITY MANHOLE
GUY WIRE
CONIFEROUS TREE
DECIDUOUS TREE
ROOF DRAIN
SEWER CLEAN OUT
FIRE CONNECTION
WELL
UTILITY VAULT
POST INDICATOR VALVE
GAS MANHOLE
HAND HOLE
FIBER/COMM. MANHOLE
MAIL BOX
FUEL TANK
ELECTRICAL OUTLET
SB SOIL BORING
LIGHT POLE
ACCESS RESTRICTION
100255002550
SCALE IN FEET
EXHIBIT C
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8" PVC
8" PVC
San. Stub
(Per Rec.)
12" CM
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12" RC
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12
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24
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Gr
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Edge of Water
[15] Pond
Edge of Water
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12
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12" RCP
12
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15
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12" RCP
12" RCP12" RCP12" RCP
12
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[16] W
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Delinea
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Wire Fence
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Median Per Aerial Mapping
Median Per Aerial Mapping
20" D
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Beginning
The S Line of the NW 1/4 of
Sec. 13, Twp. 114, Rng. 21
Found IPC
The SW Corner of the NW 1/4
of Sec. 13 Twp. 114, Rng. 21
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Roadway Easement Per
Doc. No. 357734
R/W Easement Per
Doc. No. 2020602
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SE Corner of OUTLOT A,
EMERALD PROFESSIONAL CENTER
Found 1/2 Inch Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
Monument Falls in Roadway
No Monument Found or Set
Monument Falls in Roadway
No Monument Found or Set
Monument Falls in Roadway
No Monument Found or Set
Centerline of Town
Road (184th Street)
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Portion of Kenyon Ave Dedicated in the
Plat of Prairie Lake 1st Addition
(Desc.=585.19)
42
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355.6
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S89°54'54"W 4503.84
OUTLO
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5
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8
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2
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2
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E
39.96
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4
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3
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2
1
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7
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2
9
N64°1
2
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0
7
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10.00
1
1
185TH STREET WEST
(C.S.A.H. NO. 60)
KENYO
N
A
V
E
N
U
E
KENY
O
N
A
V
E
N
U
E
The S Line of the NW 1/4 of
Sec. 13, Twp. 114, Rng. 21
Dakota County Cast Iron Monument
The SW Corner of the NW 1/4 of
Sec. 13 Twp. 114, Rng. 21
3
Width Varies
Wid
t
h
V
a
r
i
e
s
Wet Land
Wet Land
Drain
a
g
e
&
Utility
E
a
s
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m
e
n
t
Drainage &
Utility Easement
Drainage &
Utility Easement
N2
5
°
4
7
'
5
3
"
E
N2
5
°
4
7
'
5
3
"
E
N2
5
°
4
7
'
5
3
"
E
59
.
0
0
11
.
6
7
S0
0
°
0
5
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0
6
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1
8
1
.
6
1
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7
'
1
6
"
E
7
5
.
6
7
S51
°
5
6
'
2
2
"
E
29.
9
4
S01°17'03"W
7.56
S34
°
2
6
'
0
6
"
E
5
8
.
4
4
35.
7
7
S37
°
0
6
'
4
5
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E
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9
°
0
1
'
0
0
"
E
19
.
1
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6
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E
44
.
3
3
36
.
2
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1
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1
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150.02
44
5
.
0
8
OUTLOT B
325.3
5
R=340.00
Δ=25°4
0
'
5
1
"
152.3
9
Δ=22°30'3
7
"
133.58
Vacated Kenyon Avenue per
Doc. No. __________________
S1
0
°
4
1
'
5
8
"
E
62
.
4
5
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
521.20
Southerly Line of
Kenyon Avenue as
Dedicated in PRAIRIE
LAKES 1ST ADDITION
Ea
s
t
L
i
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f
O
U
T
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x
t
e
n
s
i
o
n
47
8
.
4
0
VICINITY MAP
PR
O
J
E
C
T
PROJECT NO.: 23406
COPYRIGHT 2024 CIVIL SITE GROUP INC.c
REVISION SUMMARY
DATE DESCRIPTION
V2.0
PRELIMINARY PLAT
. .
. .
. .
. .
. .
. .
N
44565
RORY L. SYNSTELIEN
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS SURVEY,
PLAN, OR REPORT WAS PREPARED BY ME
OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE
STATE OF MINNESOTA.
5-28-2024
N
CL
I
E
N
T
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
QA/QC
FIELD CREW
DRAWN BY
REVIEWED BY
UPDATED BY
DO
DP
CJ
.
PRELIMINARY PLAT GENERAL NOTES
PROPERTY DESCRIPTION:
A tract of land in the Northwest Quarter of Section 13, Township 114 North, Range 21 West, Dakota County,
Minnesota, described as follows:
Beginning at a point in the South line of said Northwest Quarter, 213.63 feet East of the Southwest corner thereof;
the south line of said Northwest Quarter has an assumed bearing of North 89 degrees 54 minutes 54 seconds East;
thence North 0 degrees 5 minutes 6 seconds West, 553.40 feet to the center line of a town road; thence along said
centerline South 64 degrees 52 minutes 6 seconds East, 521.20 feet, thence continue on said centerline North 58
degrees 59 minutes 54 seconds East, 357.25 feet, to a point on the Westerly right of way line of Trunk Highway
35W service road; thence southerly along said right of way South 22 degrees 54 minutes 54 seconds West, 425.28
feet; thence continue along said right of way on a curve concave to the east having a central angle of 21 degrees 37
minutes 43 seconds and a radius of 336.49 feet a distance of 127.02 feet to a point on the South line of said
Northwest Quarter; thence South 89 degrees 54 minutes 54 seconds West, along said South line, 585.19 feet to the
point of beginning.
Abstract Property
The above description is per a Commitment for Title Insurance issued by CBH Title, LLC as agent for Old Republic
National Title Insurance Company, File No. 59150, dated June 19, 2023.
Please note the following description for a portion of Kenyon Avenue to be vacated is per a Road Vacation Exhibit
prepared by us on 5-28-2024. Said vacation has not been finalized at the time of this preliminary plat and the
description is subject to change.
All that part of Kenyon Avenue, as dedicated by the recorded plat of PRAIRIE LAKES 1ST ADDITION, Dakota County,
Minnesota, lying southerly of the following described line:
Commencing at the southeast corner of Outlot A, EMERALD PROFESSIONAL CENTER, according to the recorded
plat thereof, Dakota County, Minnesota; thence on an assumed bearing of North 00 degrees 05 minutes 06
seconds West along the east line of said Outlot A and its northerly extension for 478.40 feet to a southerly line
of said Kenyon Avenue; thence South 64 degrees 52 minutes 06 seconds East along said southerly line for
503.52 to the point of beginning of the line to be described; thence easterly for 31.71 feet along a
non-tangential curve, concave to the north, having a radius of 340.00 feet, a central angle of 05 degrees 20
minutes 36 seconds and a chord bearing of North 86 degrees 35 minutes 12 seconds East to a southerly line of
said Kenyon Avenue, and said line there terminating.
DATE OF PREPARATION:
5-28-2024
Please note background survey information is per a survey by Civil Site Group dated 01-17-2024
APPLICANT:
Ron Clark Construction & Design
Mike Waldo
Mwaldo@ronclark.com
BENCHMARKS:
Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the north
side of Kenyon Avenue, approximately 385 feet southeast of the northwest corner of the subject property, as shown
hereon. Elevation = 1009.46
AREAS:
Total Property Area = 282,130 +/- Sq. Ft. or 6.477 +/- Acres
See Graphics for Areas of Individual Lots & Dedicated Right of Ways
FLOOD ZONE:
Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map,
Community Panel No. 27037C0191E, effective date of December 2, 2011.
________________________________________________________
Rory L. Synstelien Minnesota License No. 44565
rory@civilsitegroup.com
PRELIMINARY PLAT: KENYON GREEN
OVERHEAD UTILITIES
GASMAIN
SANITARY SEWER
STORM SEWER
FIBER/COMM. LINE
ELECTRIC LINE (RECORD)
WATERMAIN
ELECTRIC LINE
GASMAIN (RECORD)
CHAINLINK FENCE LINE
Linetype & Symbol Legend
CONCRETE SURFACE
PAVER SURFACE
BITUMINOUS SURFACE
GRAVEL/LANDSCAPE
SURFACE
IRON FENCE LINE
GUARDRAIL
WATERMAIN (RECORD)
SANITARY SEWER (RECORD)
STORM SEWER (RECORD)
FIBER/COMM. LINE (RECORD)
TELEPHONE LINE (RECORD)
TELEPHONE LINE SIGNSANITARY MANHOLE
STORM MANHOLE
CABLE TV BOX
TELEPHONE MANHOLE
ELECTRIC TRANSFORMER
TELEPHONE BOX
TRAFFIC SIGNAL
GAS METER
ELECTRICAL METER
WATER MANHOLE
WATER VALVE
AIR CONDITIONER
BOLLARD
CATCH BASIN
ELECTRIC MANHOLE
GAS VALVE
FLAG POLE
HANDICAP SYMBOL
FOUND IRON MONUMENT
HYDRANT CAST IRON MONUMENT
SET OR TO BE SET IRON MONUMENT
FLARED END SECTION
POWER POLE
UTILITY MANHOLE
GUY WIRE
CONIFEROUS TREE
DECIDUOUS TREE
ROOF DRAIN
SEWER CLEAN OUT
FIRE CONNECTION
WELL
UTILITY VAULT
POST INDICATOR VALVE
GAS MANHOLE
HAND HOLE
FIBER/COMM. MANHOLE
MAIL BOX
FUEL TANK
ELECTRICAL OUTLET
SB SOIL BORING
LIGHT POLE
ACCESS RESTRICTION
WOODEN FENCE LINE
18
4
3
0
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100255002550
SCALE IN FEET
8"
P
V
C
(P
e
r
R
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c
.
)
8" PVC
8" PVC
San. Stub
(Per Rec.)
12" C
M
P
12" R
C
P
12
"
R
C
P
12
"
R
C
P
Co
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Gr
a
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Gra
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NO BUILDINGS
PID: 220130031010
Address: 18430 Kenyon Avenue
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
[12] Temporary Easement
Per Doc. No. 2287465
12
"
R
C
P
15
"
R
C
P
12" RCP
[16] W
e
t
l
a
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d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Wire Fence
15" RCP
N89°54'54"E 595.29
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
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20" D
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8"
D
.
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P
.
Wat. Stub.
(Per Rec.)
(D
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=
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2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
FOR ALL FENCE REMOVALS OR
PRESERVATIONS ON LOT LINES:
CONTRACTOR SHALL CONFIRM
OWNERSHIP OF FENCE PRIOR TO
REMOVAL AND COORDINATE WITH
ADJACENT PROPERTY OWNER.
REMOVE ALL EXISTING PRIVATE
UTILITY SERVICES (THAT ARE NOT
TO BE REUSED) PER PRIVATE
UTILITY COMPANY AND CITY
STANDARDS
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION
OF UTILITIES. UPON COMPLETION
OF UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE TREE
PROTECTION FENCING,
TYP.
REMOVE EXISTING
GRAVEL PAVEMENT AND
BASE MATERIAL, TYP.
REMOVE EXISTING
CONCRETE
PAVEMENT AND BASE
MATERIAL, TYP.
REMOVE EXISTING
CURB AND GUTTER, TYP.
REMOVE EXISTING
CURB AND
GUTTER, TYP.
REMOVE EXISTING
TREE AND ROOT
BALL, TYP.
REMOVE EXISTING
TREE AND ROOT
BALL, TYP.
REMOVE EXISTING
TREE AND ROOT
BALL, TYP.
REMOVE EXISTING
TREE AND ROOT
BALL, TYP.
REMOVE EXISTING 12"
CMP STORM PIPE
REMOVE EXISTING
STORM MANHOLE
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
REMOVALS LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE
MATERIAL, INCLUDING BIT., CONC., AND
GRAVEL PVMTS.
REMOVAL OF STRUCTURE
INCLUDING ALL FOOTINGS AND
FOUNDATIONS.
TREE REMOVAL - INCLUDING ROOTS AND STUMPS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
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G
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N
18
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4
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C1.0
REMOVALS PLAN
REMOVE CURB AND GUTTER. IF IN
RIGHT-OF-WAY, COORDINATE WITH LOCAL
GOVERNING UNIT.
SEE SHEET C0.1 FOR GENERAL
REMOVAL NOTES
SEE SWPPP ON SHEETS SW1.0 - SW1.3
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
REMOVAL OF TREES AND
VEGETATION INCLUDING STUMPS
AND ROOT SYSTEMS
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
RON CLARK CONSTRUCTION 7500
WEST 78TH STREET
EDINA, MN 55439
MIKE WALDO
952-947-3037
MWALDO@RONCLARK.COM
EXHIBIT E
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
San. Stub
(Per Rec.)
12" C
M
P
12" R
C
P
12
"
R
C
P
12
"
R
C
P
Co
n
c
r
e
t
e
Gr
a
v
e
l
Gra
v
e
l
NO BUILDINGS
PID: 220130031010
Address: 18430 Kenyon Avenue
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
KENYO
N
A
V
E
N
U
E
(A Pub
l
i
c
R
/
W
)
[12] Temporary Easement
Per Doc. No. 2287465
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Wire Fence
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
20" D
.
I
.
P
.
(
P
e
r
R
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c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
[B] Town Road Easement (184th St)
as Shown on Previous Survey
and County Mapping
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE TREE
PROTECTION FENCING,
TYP.
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
REMOVALS LEGEND:
TREE PROTECTION
TREE REMOVAL - INCLUDING ROOTS AND STUMPS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
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N
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E
,
L
A
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V
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N
5
5
0
4
4
RO
N
C
L
A
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C
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T
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N
75
0
0
W
E
S
T
7
8
T
H
S
T
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E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
C1.1
TREE PRESERVATION
PLAN
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
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,
L
A
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V
I
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M
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5
5
0
4
4
RO
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75
0
0
W
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T
7
8
T
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T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
C1.2
TREE PRESERVATION
CALCULATIONS
REVISION SUMMARY
DATE DESCRIPTION
Know what's below.
before you dig.Call
R
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
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E
,
L
A
K
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V
I
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,
M
N
5
5
0
4
4
RO
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75
0
0
W
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T
7
8
T
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T
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E
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T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
C1.3
TREE PRESERVATION
CALCULATIONS
REVISION SUMMARY
DATE DESCRIPTION
Know what's below.
before you dig.Call
R
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
12
"
R
C
P
15
"
R
C
P
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
Monument Falls in Roadway
No Monument Found or Set
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,010 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
14 13
16
24
.
0
18
.
0
PARKING (123 REQ'D [2.5 STALLS/UNIT])
EXTERIOR = 58 STALLS
INTERIOR = 65 STALLS
TOTAL = 123 STALLS
24
.
0
25
.
7
24.0
9.5
8.3
20.0
45.2
NO
PARKING
OUTLOT A [15 UNITS]
AREA (OUTLOT A & B) =
110,998 SF
UPLAND AREA = 76,913 SF
DENSITY = 1 UNIT / 5,128 SF
LOT 1 [49 UNITS]
AREA = 104,690 SF
UPLAND AREA = 104,690 SF
DENSITY = 1 UNIT / 2,137 SF
15
40
.
0
40
.
0
24
.
0
20
'
W
E
T
L
A
N
D
S
T
B
K
ROW D
E
D
I
C
A
T
I
O
N
ROW
D
E
D
I
C
A
T
I
O
N
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
41
.
1
35
.
6
35
.
3
40
.
6
31.4
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
25
.
7
24
.
0
25
.
7
18
.
0
18.0
24.0
15.0
18.0
14.0
34
.
8
38
.
7
34.0
32.0
34
.
8
18
.
0
24
.
0
25.
7
33
.
2
7.
7
9.
2
4.
0
9.
2
32
.
1
5.
0
24.0
5.0
24.012.0
30
.
0
8.
7
40
.
0
58.0
20
.
0
TY
P
,
20
.
0
TY
P
.
9.0
TYP.27.0 9.0 9.0 9.0
43
.
9
10
.
0
18
.
0
TY
P
.
100-YR HWL (996.85)
LOT 1
OUTLOT A
137.3
59.0
5.5 7.3 24.0
11.6
R3
.
0
R25.0
R3.0
R15
.
0
R3.0
R3.
0
R3
.
0
R15.0
R3.0
R3
8
.
0
R10.0
R88.0
R15.
0
R1
5
.
0
R15
.
0
R15
.
0 R3
.
0
R3.
0 R3.0
R3.
0
R8.0
R8.0
R8
.
0
R32
.
0
R29
.
0
25.8
R25.
0
R1
5
.
0
R3
.
0
R3.0
R27.
0
ACCESSIBLE ROUTE
ARROW. DO NOT
PAINT, FOR CODE
REVIEW ONLY, TYP.
SEG. BLOCK RETAINING
WALL W/FENCING,
COORD. W/OWNER
2320 SF
PLAYGROUND
1200 SF PATIO
24" CONC. VALLEY
GUTTER
ACCESSIBLE PARKING
SPACE, INCL. SIGNAGE,
STRIPING AND RAMPS
H.D. BIT. PVMT., TYP,
SEE FINAL GEOTECH
FOR THICKNESS
CONCRETE
SIDEWALK PER
CITY STANDARDS,
TYP.
PVMT. STRIPING,
TYP.
MATCH
EXISTING
CURB AND
GUTTER, TYP.
B612 C&G,
TYP.
B612 C&G,
TYP.
SURMOUNTABLE
CURB
5' CURB
TRANSITION
SURMOUNTABLE
CURB
SURMOUNTABLE
CURB
MATCH
EXISTING
SIDEWALK,
TYP.
H.D. BIT. PVMT., TYP,
SEE FINAL GEOTECH
FOR THICKNESS
H.D. BIT. PVMT., TYP,
SEE FINAL GEOTECH
FOR THICKNESS
L.D. BIT. PVMT., TYP,
SEE FINAL GEOTECH
FOR THICKNESS
L.D. BIT. PVMT., TYP,
SEE FINAL GEOTECH
FOR THICKNESS
PVMT. STRIPING,
TYP.
MATCH EXISTING
CURB AND GUTTER,
TYP.
CONTRACTOR IS RESPONSIBLE TO INSTALL
ANY SIDEWALK AND CURBING PER DESIGN
PLAN. CONTRACTOR TO VERIFY ALL CURBS
AND SIDEWALKS WILL DRAIN PROPERLY IN
FIELD CONDITIONS. CONTRACTOR MUST
CONTACT THE CIVIL ENGINEER 24-HOURS
PRIOR TO ANY CURB AND/OR SIDEWALK
INSTALLATION TO REVIEW AND INSPECT CURB
STAKES. CONTRACTOR IS RESPONSIBLE FOR
ANY CURB OR SIDEWALK REPLACEMENT IF
THIS PROCEDURE IS NOT FOLLOWED.
CONCRETE DRIVEWAY
APRON PER CITY
STANDARDS, TYP.
5.0
4
2
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
2
FIELD ADJUST
CONCRETE WALK AS
NEEDED TO AVOID
EXISTING HYDRANT
8.8
R5.
0
7.
0
7.
0
5.0
40.0
5.
0
24.0
11' CURB TAPER
11' CURB TAPER
11 STALLS @ 9' = 99.0
16 STALLS @ 9' = 144.0
15 STALLS @ 9' = 135.0
CONC. TRANSFORMER
PAD, COORD. W/
UTILITY CO.
5' CURB
TRANSITION
SEG. BLOCK
RETAINING WALL,
DESIGNED BY
OTHERS
SEG. BLOCK RETAINING
WALL W/FENCING,
COORD. W/OWNER
OUTLOT B
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2 LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
SITE DATA
ZONING SUMMARY
EXISTING ZONING O-R (USE RH-1 FOR CRITERIA)
PROPOSED ZONING PUD
REQUIRED PROVIDED
BUILDING SETBACKS
FRONT (KENYON)50 FT 30 FT
REAR (185TH)50 FT 40 FT
SIDE (35W)50 FT 30 FT
SIDE (WEST)30 FT 30 FT
BETWEEN TH 20 FT 20 FT
BETWEEN MULTI 25 FT 25 FT
FRONT FROM
PRIVATE DRIVE 30 FT 25 FT
SIDE FROM
PRIVATE DRIVE 30 FT 6 FT
TOWNHOME
FROM PARKING 15 FT 6 FT
WETLAND SETBACKS
SIDE 10 FT 10 FT
REAR 20 FT 20 FT AND 10
FT
PARKING SETBACKS
FRONT 15 FT 15 FT
REAR 5 FT 5 FT
SIDE 5 FT 5 FT
REQUIRED PROVIDED
PARKING SUMMARY
PARKING STALL
DIMENSIONS
9'X20' (18'
W/OVERHANG)
9'X20' AND
9'X18'
COMPACT PARKING
STALL DIMENSIONS NA NA
DRIVE AISLE
DIMENSIONS 24'-0"24'-0"
REQUIRED PROVIDED
PARKING STALLS -
MULTI-FAMILY 123 58 SURFACE -
65 GARAGE
PARKING STALLS -
TOWNHOME 8 8
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT
MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT FOR
AGGREGATE BASE & WEAR COURSE DEPTH, SEE
DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT FOR
AGGREGATE BASE & WEAR COURSE DEPTH, SEE
DETAIL.
CONSTRUCTION LIMITS
TO
ACCESSIBILITY ROUTE ARROW (IF
APPLICABLE) DO NOT PAINT.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL
REPORT FOR AGGREGATE BASE & CONCRETE
DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN
PRIVATE PROPERTY SEE CSG DETAIL
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
SEE SHEET C0.1 FOR GENERAL
SITE NOTES
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
PROPOSED WETLAND BUFFER AREA
WETLAND BOUNDARY
100-YR FLOOD PLAIN LINE = 996.85
3 STORY APARTMENT BUILDING - 49 UNITS
23,266 SF FOOTPRINT
65 GARAGE PARKING STALLSWETLAND STORM WATER
PONDING AREA
PLAYGROUND
2320 SF
PATIO
1200 SF 50' BUILDING SETBACK -REQUIRED
50' BUILDING SETBACK - REQUIRED
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
-
R
E
Q
U
I
R
E
D
30' BUILDING SETBACK -PROPOSED
15' PARKING SETBACK
MATCH EXISTING SIDEWALK
TOWNHOMES
TOWNHOMES
TOWNHOMES
TRANSFORMER
PAD
14 13
16
15
LOT 1
104,690 SF
OUTLOT A
110,998 SF
MONUMENT SIGN
PROPERTY LINE
PROPERTY LINE
KENYON AVE
185TH ST W
50' BUILDING SETBACK -REQUIRED
30' BUILDING SETBACK -PROPOSED
40' BUILDING SETBACK -PROPOSED
5' PARKING SETBACK
PROPOSED
WETLAND
BUFFER AREA
20
'
W
E
T
L
A
N
D
S
E
T
B
A
C
K
20
'
W
E
T
L
A
N
D
S
E
T
B
A
C
K
-
R
E
Q
U
I
R
E
D
TOWNHOMES
4
2
2
RE
T
A
I
N
I
N
G
W
A
L
L
SL
O
P
E
D
O
W
N
T
O
G
A
R
A
G
E
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 SITE PLAN | A0
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
Devemopment Summary
Address:
18430 Kenyon Ave
Lakeville, MN 55044
Lot 1 Site Area:
104,690 sf/ 2.40 acres
Current Zoning:
O-R - Office/Residential Transition District
Multi Family - Conditional Use Permit Required
Subject to RH-1 zoning requirements
Max Height:
3 Stores, 42'
Max Density:
2,500 sf/dwelling unit for apartments
5,000 sf/dweilling unit for townhomes
Setback Requirements:
Building
Front (Kenyon): 50'
Rear (185th): 50'
Side (35W): 50'
Side (West): 30'
Wetland
Side: 10'
Rear: 20'
Parking
Front: 15'
Rear: 5'
Side: 5'
Development Scenarios:
Apartment Building
Building Total SF 93,252 sf
Total Finished SF 69,748 sf
Garage 23,504 sf
Level 1 23,266 sf
Level 2 23,248 sf
Level 3 23,233 sf
Total Parking 123 Stalls
Enclosed 65 Stalls
Surface 58 Stalls
Total Units 49 Units
3 Story Townhomes 15 Units
Building Total SF 37,345 sf
Total Finished SF 31,075 sf
Total Parking 38 Stalls
Enclosed 30 Stalls
Surface 8 Stalls
N
SCALE 1" = 30'-0"1 Site Plan
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
NO
PARKING
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
FIRE TRUCK TURNING
MOVEMENT
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
FIRE TRUCK TURNING
MOVEMENT
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
REVISION SUMMARY
DATE DESCRIPTION
C2.1
TURNING MOVEMENT
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
24
"
R
C
P
PID: 222340000010
Address: Unassigned
Owner: City of Lakeville
Edge of Water
[15] Pond
Edge of Water
Cr
e
e
k
Bituminous Sidewalk
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
NO
PARKING
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
WETLAND BOUNDARY
WETLAND 1 IMPACT
AREA = 8262 SF (0.19 AC)
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
C2.2
WETLAND IMPACT
PLAN
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
LEGEND:
PROPERTY LINE
CONSTRUCTION LIMITS
WETLAND FILL AREA
WETLAND IMPACT
WETLAND TOTAL WETLAND
AREA(ACRE)
IMPACTED WETLAND
AREA(ACRE)
1 --0.19
TOTAL --0.19
WETLAND BOUNDARY
100-YR FLOOD PLAIN LINE = 996.85
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
24
"
R
C
P
PID: 222340000010
Address: Unassigned
Owner: City of Lakeville
Edge of Water
[15] Pond
Edge of Water
Cr
e
e
k
Bituminous Sidewalk
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
NO
PARKING
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
25' AVE. WETLAND BUFFER
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
C2.3
WETLAND BUFFER
PLAN
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
LEGEND:
PROPERTY LINE
CONSTRUCTION LIMITS
25' AVERAGE WETLAND BUFFER AREA
PROPOSED WETLAND BUFFER AREA
WETLAND BOUNDARY
100-YR FLOOD PLAIN LINE = 996.85
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
[12] Temporary Easement
Per Doc. No. 2287465
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
NO
PARKING
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
EOF=
1004.00
EOF=
1002.79
EOF=
1005.00
EOF=
1005.00
EOF=
1002.00
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
C3.0
GRADING PLAN
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF
STAIRS/TOP OF STAIRS
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW
LINE UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
41.26
1125
891.00 G
891.00 TC
891.00 BS/TS
1137
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
GB GRADE BREAK - HIGH POINTS SEE SHEET C0.1 FOR GENERAL
GRADING NOTES
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
KENYO
N
A
V
E
N
U
E
(A Pub
l
i
c
R
/
W
)
[12] Temporary Easement
Per Doc. No. 2287465
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
[B] Town Road Easement (184th St)
as Shown on Previous Survey
and County Mapping
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'
4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
[A] Portion of Kenyon Ave Dedicated in the
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
NO
PARKING
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
MH 12
RIM=1003.37
IE=998.22
STUB SANITARY SEWER
TO 5' FROM BUILDING
IE @ STUB=995.76
COORD. W/MECH'L
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION OF
UTILITIES. UPON COMPLETION OF
UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
CONTRACTOR SHALL COORDINATE
ALL THE UTILITY SERVICES WITH
BOTH THE CIVIL AND MECHANICAL
PLANS PRIOR TO CONSTRUCTION.
SEE DEMO PLAN FOR
ALL EXISTING UTILITY
REMOVAL INFORMATION
UNDERGROUND STORMWATER
POND SYSTEM 2
102" SOLID CMP
36" PIPE SEPARATION
CHAMBER IE=996.00
CHAMBER TOP=1004.50
OE=1000.00
100-YR HWL=1003.52
(SEE DETAIL AND SHOP DWGS)
9 LF 12"
CMP STORM
@ 2.00%
OCS 14
RIM=1006.89
IE W (18")=999.84
IE E (12")=1000.82
IE E (8")=999.84
CB 41
RIM=1007.62
IE (E-4")=1004.12
IE (SW/NE)=1002.96INSTALL 20 LF 4"
DT BELOW CLASS
V LAYER, TYP.
22 LF 12" SCH40 PVC
STORM @ 10.00%
12" STORM
SERVICE, STUB TO
WITHIN 5' FROM
BUILDING, COORD.
W/ MECH'L
STUB IE=1004.70
12" INLET
IE=1002.50
OCS 2
RIM=1002.00
IE W (18")=997.14
IE E (18")=997.14
INSTALL WEIR WALL IN MH
TOP=1001.00
8" OPENING=998.00
10" OPENING=999.20
FES 1
IE=997.00
INSTALL RIP RAP
PER MNDOT DETAILS
27 LF 18" RCP
STORM @ 0.50%
25 LF 15" RCP
STORM @ 16.56%
FES 3
IE=993.00
FES 11
IE=998.00
INSTALL RIP RAP
PER MNDOT DETAILS
33 LF 24" HDPE
STORM @ 0.67%
60 LF 24" HDPE
STORM @ 0.50%
CBMH 13
RIM=1004.33
IE(E)=999.52
IE (W/S)=998.52
64 LF 18" HDPE
STORM @ 0.50%
CBMH 15
RIM=1003.17
IE=998.89
CB 16
RIM=1002.46
IE=999.52
125 LF 15" HDPE
STORM @ 0.50%
74 LF 15" HDPE
STORM @ 0.50%
12" INLET
IE=1001.00
12" INLET
IE=1001.29
12" OUTLET
IE=1001.00
CB 21
RIM=1004.82
IE=1001.58
SUMP=997.58
INSTALL HOOD ON
OUTLET
CBMH 31
RIM=1008.25
IE=1001.11
59 LF 12" HDPE
STORM @ 0.50%
153 LF 12" HDPE
STORM @ 1.21%
22 LF 12" HDPE
STORM @ 0.50%
64 LF 12" SCH40
STORM @ 0.50%
CBMH 32
RIM=1005.58
IE=1001.43
CBMH 32
RIM=1006.29
IE=1002.29
37 LF 12" HDPE
STORM @ 3.19%
EX. SAN MH
EX. RIM=1004.68
PR. RIM=1004.81
EX. IE (W/E)=992.93
EX. IE (SW)=993.03
CORE DRILL CONNECTION
TO EXISTING MH. COORD.
W/CITY
126 LF 8" PVC SDR 26
SAN. @ 0.40%
SANMH A
RE=1004.00
IE (NW)=993.53
IE (S)=993.63
104 LF 8" PVC SDR 26
SAN. @ 0.40%
SANMH B
RE=1002.89
IE (N)=994.15
IE (E)=994.25
230 LF 8" PVC
SDR 26 SAN.
@ 0.40%
SANMH C
RE=1005.60
IE (W)=995.17
IE (S)=995.27
49 LF 8" PVC SCH40
SAN. SERVICE @
1.00%
8 LF 8" CMP
STORM @ 2.00%
8" OUTLET
IE=1000.00
BAFFLE SKIMMER WEIR
BOT=998.00
FES 61
IE=998.00
INSTALL RIP RAP
PER MNDOT DETAILS
CBMH 62
RIM=1003.88
IE (E)=999.30
IE (W)=998.14
CBMH 63
RIM=1006.24
IE=1002.24294 LF 12" HDPE
STORM @ 1.00%
27 LF 12" HDPE
STORM @ 0.50%
88 LF 2-4" SCH 40 PVC
FORCE MAINS,
INSULATE. MAINTAIN 4'
COVER OVER PIPE. 1
PIPE FOR EACH PUMP.
INSTALL 2-4" TIDEFLEX
CHECKMATE CHECK
VALVES AT PVC
OUTLETS
PUMP STATION 52
96" DIA. BASE
48" DIA. RISER
RIM=1000.66
IE (S)=995.33
FORCE MAIN IE=995.33
96" DIA BOT (INSIDE)=989.33
96" DIA TOP (LID)=997.33
CONTRACTOR TO COORD.
FINAL PUMP STATION DESIGN
100-YR RATE = 1.74 CFS
MH 51
RIM=1009.74
IE (W)=1004.50
IE (SE)=1005.00
12" INLET
IE=1002.50
104 LF 12" HDPE
STORM @ 1.92%
CB 41
RIM=999.98
IE=995.48
15 LF 12" HDPE
STORM @ 1.00%
39 LF 4" DT -
4" NON. PERF.
PVC @ 5.28%
DT CLEANOUT
IE=1006.54
SET CASTING 6"
BELOW SURFACE
DT CLEANOUT
IE=1006.54
SET CASTING 6"
BELOW SURFACE
18 LF 4" DT -
4" PERF. PVC @ 2.00%
ADCB 42
RIM=1007.60
IE=1003.60
18" NYLOPLAST
WITH 18" DOMED
GRATE
129 LF 12" HDPE
STORM @ 0.50%
DT CLEANOUT
IE=1006.18
SET CASTING 6"
BELOW SURFACE
ADCB 15A
RIM=1004.67
IE=999.42
18" NYLOPLAST
WITH 18" SOLID
GRATE
ADCB 15B
RIM=1002.77
IE=999.73
18" NYLOPLAST
WITH 18" DOMED
GRATE
ADCB 15C
RIM=1004.24
IE=999.67
18" NYLOPLAST
WITH 18" DOMED
GRATE ADCB 15D
RIM=1004.45
IE=1000.00
18" NYLOPLAST
WITH 18" DOMED
GRATE
106 LF 12" SCH40
STORM @ 0.50%
50 LF 12" HDPE
STORM @ 0.50%
65 LF 12" HDPE
STORM @ 0.50%
61 LF 12" HDPE
STORM @ 0.50%
EOF=
1004.00
EOF=
1002.79
EOF=
1005.00
EOF=
1005.00
EOF=
1002.00
EX. STM MH
EX. RIM=1003.48
PR. RIM=1004.68
EX. IE=1000.93
RAISE CASTING TO MATCH
PROPOSED GRADE
EX. SAN MH
EX. RIM=1006.46
PR. RIM=1008.71
EX. IE (E/W)=994.26
RAISE CASTING TO MATCH
PROPOSED GRADE. PLUG
EX. STUB TO THE SOUTH
EX. SAN MH
EX. RIM=1010.45
PR. RIM=1012.12
EX. IE=994.90
RAISE CASTING TO MATCH
PROPOSED GRADE.
CONNECT TO EXISTING 8"
DIP WATER MAIN STUB
WITH GV AND VALVE BOX,
COORD. WITH CITY
8" DIP WM
8" DIP
W
M
8" COMBINED DIP WATER
SERVICE AND VALVE, STUB
TO WITHIN 5' FROM BUILDING,
COORD. W/MECH'L
FIRE DEPARTMENT
CONNECTION,
COORD. W/ MECH'L
ALL AD-CB'S ON DOWNSPOUT DRAIN
LINES SHALL BE 12" NYLOPLAST
DRAIN BASIN WITH 12" NYLOPLAST
PED. GRATE. SEE DOWNSPOUT TO
YARD DRAIN CONNECTION DETAIL
FOR ALL AREA DRAINS.
USE 12"X6" WYE AT ALL LOCATIONS
WHERE STORM LINES MEET FOR
DOWNSPOUT AREA DRAINS
DOWNSPOUT DRAIN LOCATIONS
STILL NEED TO BE COORDINATED
WITH ARCHITECT. FINALIZE
DOWNSPOUT DRAIN LOCATIONS WITH
GUTTER INSTALLER. COORDINATE
FINAL DESIGN IN FIELD.
6" DIP
W
M
HYD. & GV PER
CITY STANDARDS
8"X6" REDUCER
HYD. & GV PER
CITY STANDARDS
EACH UNIT TO BE SERVICED BY 4" SANITARY LINE AND 1.5"
WATER / FIRE SUPPRESSION LINE. THE WATER SERVICES SHALL
HAVE THE EXTRA ROLL, CAPPED, WRAPPED AND PROTECTED
FROM UV LIGHT, STILL ATTACHED NEAR THE GROUND
SURFACE IN WHICH THE CONTRACTOR WILL MAKE THE
CONNECTION AT THE TIME OF BUILDING CONSTRUCTION.
1.5" WATER
SERVICE W/CURB
STOP, TYP.
4" PVC SCH40 SAN.
SERV. FOR
TOWNHOMES, TYP.
FIRE HYDRANT
SPACING - 200'
RADIUS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
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E
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T
PRE
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A
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:
NOT
F
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2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
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G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
UTILITY LEGEND:
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
SEE SHEET C0.1 FOR GENERAL
UTILITY NOTES
CONSTRUCTION LIMITS
DRAINTILE
TRENCH DRAIN
REVISION SUMMARY
DATE DESCRIPTION
C4.0
UTILITY PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
Owner: City of Lakeville
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
KENYO
N
A
V
E
N
U
E
(A Pub
l
i
c
R
/
W
)
[12] Temporary Easement
Per Doc. No. 2287465
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
15" RCP
N89°54'54"E 595.29
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
[B] Town Road Easement (184th St)
as Shown on Previous Survey
and County Mapping
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
NO
PARKING
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
SOD, TYP.
SAVANNA & WOODLAND
EDGE SEED MIX, TYP.
SOD,
TYP.
ROCK MAINTENANCE
STRIP, WIDTH VARIES, TYP.
EMERGENT WETLAND
SEED MIX
WET PRAIRIE
SEED MIX
SOD,
TYP.
DECORATIVE
ROCK
EOF=
1004.00
EOF=
1002.79
EOF=
1005.00
EOF=
1005.00
EOF=
1002.00
L1.0
LANDSCAPE PLAN
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
25821
Robert L. Binder
03/29/24
KE
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18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
DECORATIVE BOULDERS (ROUNDED &
BLOCK STYLE), 18"-30" DIA.
LEGEND
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH
ALUMINUM, BLACK OR DARK GREEN IN COLOR,
INCLUDE ALL CONNECTORS, STAKES, & ALL
APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
SEE SHEET L1.1 FOR PLANTING SCHEDULE
SEE SHEET C0.1 FOR GENERAL
LANDSCAPE NOTES
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
CODE COMMON / BOTANICAL NAME QTY CONT NATIVE PLANTS POLLINATOR FRIENDLY
2.5" OVERSTORY TREE
AJ2.5 Autumn Fest® Sugar Maple / Acer saccharum 'JFS-KW8'3 2.5" CAL. B&B NATIVE CULTIVAR Y
PSG Princeton Sentry Gingko / Ginkgo biloba `Princeton Sentry`2 2.5" Cal. B&B NOT NATIVE N
GC2.5 True North™ Kentucky Coffeetree / Gymnocladus dioica 'UMNSynergy'2 2.5" CAL. B&B NATIVE CULTIVAR N
QB2.5 Swamp White Oak / Quercus bicolor 1 2.5" CAL. B&B NATIVE Y
QP American Dream® Oak / Quercus bicolor 'JFS-KW12'3 2.5" CAL. B&B NATIVE CULTIVAR N
QM4 Burr Oak / Quercus macrocarpa 2 2.5" CAL. B&B NATIVE
QU2 Urban Pinnacle® Oak / Quercus macrocarpa 'JFS-KW3'3 2.5" Cal. B&B NATIVE CULTIVAR
QR2.5 Scarlet Letter Oak / Quercus robur x robur `Scarlet Letter`2 2.5" CAL. B&B NOT NATIVE Y
SUBTOTAL:18
2" ORNAMENTAL TREE
AL2 Spring Flurry Serviceberry / Amelanchier x laevis 'JFS-Arb'14 2" CAL. B&B NATIVE CULTIVAR Y
CA Pagoda Dogwood / Cornus alternifolia 1 2" CAL. B&B NATIVE Y
CL2 Saffron Sentinel Cornelian Cherry / Cornus mas 'JFS PN4Legacy' TM 3 2" CAL. B&B NOT NATIVE Y
MPS2 Professor Sprenger Crabapple / Malus x `Professor Sprenger`2 2" CAL. B&B NATIVE CULTIVAR Y
OV2 Ironwood / Ostrya virginiana 7 2" CAL. B&B NATIVE Y
SUBTOTAL:27
6` HT. B&B
PG White Spruce / Picea glauca 8 6` HT. B&B NATIVE
PD Black Hills Spruce / Picea glauca `Densata`7 6` HT. B&B NATIVE CULTIVAR
SUBTOTAL:15
EVERGREEN TREES
PS3 White Pine / Pinus strobus 4 6` B&B NATIVE N
SUBTOTAL:4
CODE COMMON / BOTANICAL NAME QTY SIZE NATIVE PLANTS POLLINATOR FRIENDLY
SHRUBS
CM Muskingham Gray Dogwood / Cornus racemosa `Muskingham`21 #5 CONT NATIVE CULTIVAR Y
CB Firedance Dogwood / Cornus sericea `Bailadeline` TM 10 #5 CONT NATIVE CULTIVAR Y
HJ2 Kalm St. Johnswort / Hypericum kalmianum 7 #2 CONT NATIVE Y
SS2 Mr. Mustard Ash Leaf Spirea / Sorbaria sorbifolia `SMNSSC`12 #5 CONT NOT NATIVE Y
SUBTOTAL:50
GRASSES
DS Schottland Hair Grass / Deschampsia cespitosa `Schottland`73 #1 CONT NATIVE Y
PN3 Northwind Switch Grass / Panicum virgatum `North Wind`60 #1 CONT NATIVE CULTIVAR Y
SS Standing Ovation Little Bluestem Grass / Schizachyrium scoparium `Standing Ovation`39 #1 CONT NATIVE CULTIVAR Y
SH3 Prairie Dropseed / Sporobolus heterolepis 12 #1 CONT NATIVE Y
SUBTOTAL:184
PERENNIALS
AS3 Sun King Aralia / Aralia cordata `Sun King`4 #2 CONT NOT NATIVE Y
AG3 Goatsbeard / Aruncus dioicus 2 #1 CONT NOT NATIVE Y
CR2 Hillside Black Beauty Snakeroot / Cimicifuga ramosa `Hillside Black Beauty`2 #1 CONT NOT NATIVE Y
SUBTOTAL:8
PURPLE PERENNIALS
EM Magnus Purple Coneflower / Echinacea purpurea `Magnus`16 #1 CONT NATIVE CULTIVAR Y
NW2 Walkers Low Catmint / Nepeta x faassenii `Walkers Low`12 #1 CONT NOT NATIVE Y
SUBTOTAL:28
WHITE PERENNIALS
EP2 PowWow White Coneflower / Echinacea purpurea `PAS702918` TM 9 #1 CONT NATIVE CULTIVAR Y
HX Sunday Gloves Daylily / Hemerocallis x `Sunday Gloves`12 #1 CONT NOT NATIVE Y
SUBTOTAL:21
YELLOW PERENNIALS
CV Moonbeam Coreopsis / Coreopsis verticillata `Moonbeam`24 #1 CONT NOT NATIVE Y
ZA Golden Alexander / Zizia aurea 32 #1 CONT NATIVE Y
SUBTOTAL:56
PLANT SCHEDULE
SYMBOL COMMON / BOTANICAL NAME QTY SIZE
GROUND COVERS
Decorative Rock Mulch / Decorative Rock Mulch
1 1/2" Screened Decorative Rock Mulch, Installed on Geotextile Fabric, 3"
deep, w/ landscape eging. Provide Samples
4,197 sf Mulch
Shooting Star Seed Mix / Emergent Wetland Mix
Seeding Rate: 5 lb/acre (114.3 seeds/square foot). Cover w/ MnDOT Type 6
Hydraulic Soil Stabilizer. Refer to MN Seeding Manual(2014 Edition) for
seeding dates and install methods.
6,194 sf Seed Mix
Shooting Star Savanna & Woodland Edge / Savanna & Woodland Edge Mix
Seeding Rate: 10 lb/acre (52 seeds/square foot). Cover w/Straw Erosion
control Blanket Double Natural Net. Refer to MN Seeding Manual(2014
Edition) for seeding dates and install methods.
37,152 sf Seed Mix
Blue Grass Based / Sod
Commercial grade, locally grown, well rooted sod blend of improved
Kentucky Bluegrass w/ uniform color, leaf texture, density and varieties
consisting of a minimum of two and no more than four common cultivars.
41,084 sf Sod
Shooting Star Seed Mix / Wet Prairie Mix
Seeding Rate: 10 lb/acre (100.9 seeds/square foot). Cover w/ MnDOT Type
6 Hydraulic Soil Stabilizer. Refer to MN Seeding Manual(2014 Edition) for
seeding dates and install methods.
12,230 sf Seed Mix
SUBTOTAL:100,857 sf
PLANT SCHEDULE
L1.1
LANDSCAPE PLAN
NOTES & DETAILS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
25821
Robert L. Binder
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
O
N
A
V
E
N
U
E
,
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
RO
N
C
L
A
R
K
C
O
N
S
T
R
U
C
T
I
O
N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
E
E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP
DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY
PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD
TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER
WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK
OF CURB.
3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING
FROM OWNER, PRIOR TO INSTALLATION.
4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER,
AND POWER CONNECTIONS.
5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO
ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING
DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.
6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND
SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE
COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL
SERVICE AND METERING FACILITIES.
8. IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.
9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE
TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING
MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS.
USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF
CONNECTION.
15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED
AREAS WHENEVER POSSIBLE.
18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN
LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE
HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST
VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES.
20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING
RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
22. USE SCREENS ON ALL HEADS.
23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED
CONDITION.
24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE
STRUCTURE.
IRRIGATION NOTES:
FINISHED GRADE
18" - VERIFY W/ PLAN
AGGREGATE MAINTANENCE STRIP
N T S
SLOPE - MIN. 2%, MAX. 5:1
VERIFY W/ GRADING PLAN
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED.
PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO INSTALLATION
FACE OF BUILDING, WALL, OR STRUCTURE
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE
MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR
INSTALLATION AND PLACEMENT
WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED
COMPACTED SUBGRADE
1
Know what's below.
before you dig.Call
R
PERENNIAL BED PLANTING
N T S
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH
MIN. 2" FROM PLANT STEM
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
SIZE VARIES
SEE LANDSCAPE PLAN
MODIFY EXCAVATION BASED ON LOCATION OF PLANT
MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT
PLACEMENT
4
DECIDUOUS & CONIFEROUS SHRUB PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR
SPECIES)
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH
MIN. 2" FROM PLANT TRUNK
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
THREE TIMES WIDTH
OF ROOTBALL
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT
3
THREE TIMES WIDTH
OF ROOTBALL
DECIDUOUS & CONIFEROUS TREE PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE)
THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH
TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES
SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL
BE THREADED THROUGH NYLON STRAPPING WITH
GROMMETS. ALTERNATE STABILIZING METHODS MAY BE
PROPOSED BY CONTRACTOR.
TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE
EXISTING GRADE
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,
SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR
MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK
EXISTING GRADE
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF
NON-BIODEGRADABLE, REMOVE COMPLETELY
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT
2
REVISION SUMMARY
DATE DESCRIPTION
SEE SHEET L1.0 FOR GENERAL LEGEND
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
San. Stub
(Per Rec.)
12" C
M
P
12" R
C
P
12
"
R
C
P
12
"
R
C
P
Co
n
c
r
e
t
e
Gr
a
v
e
l
Gra
v
e
l
NO BUILDINGS
PID: 220130031010
Address: 18430 Kenyon Avenue
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
KENYO
N
A
V
E
N
U
E
(A Pub
l
i
c
R
/
W
)
[12] Temporary Easement
Per Doc. No. 2287465
[13]
S
t
r
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e
t
,
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&
D
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N
o
.
1
7
2
9
8
0
2
12
"
R
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P
15
"
R
C
P
12" RCP
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Wire Fence
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
P
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r
R
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c
.
)
20" D
.
I
.
P
.
(
P
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c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
[13] C
e
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t
e
r
l
i
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e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
[B] Town Road Easement (184th St)
as Shown on Previous Survey
and County Mapping
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
INLET PROTECTION
AT EXISTING
CATCH BASIN
BEING REMOVED,
TYP.
CONSTRUCTION
ENTRANCE
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
DOUBLE EROSION CONTROL
AT CONSTRUCTION LIMITS
TOWARD WETLAND, FENCING
SPACED 4 FEET APART
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
R
Y
:
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
KE
N
Y
O
N
G
R
E
E
N
18
4
3
0
K
E
N
Y
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N
A
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E
N
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E
,
L
A
K
E
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I
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L
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,
M
N
5
5
0
4
4
RO
N
C
L
A
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K
C
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N
S
T
R
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C
T
I
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N
75
0
0
W
E
S
T
7
8
T
H
S
T
R
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E
T
,
E
D
I
N
A
,
M
N
5
5
4
3
9
SW1.0
SWPPP - EXISTING
CONDITIONS
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF LAKEVILLE EROSION CONTROL NOTES:
LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
SILT FENCE / BIOROLL - GRADING LIMIT
1125
ALL SPECIFIED EROSION AND SEDIMENT CONTROL
PRACTICES, AND MEASURES CONTAINED IN THIS
SWPPP ARE THE MINIMUM REQUIREMENTS.
ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
REVISION SUMMARY
DATE DESCRIPTION
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.
SWPPP NOTES:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
8"
P
V
C
(P
e
r
R
e
c
.
)
8" PVC
8" PVC
12
"
R
C
P
12
"
R
C
P
Edge of Water
[15] Pond
Edge of Water
Bituminous Sidewalk
KENYO
N
A
V
E
N
U
E
(A Pub
l
i
c
R
/
W
)
[12] Temporary Easement
Per Doc. No. 2287465
[13]
S
t
r
e
e
t
,
U
t
i
l
i
t
y
&
D
r
a
i
n
a
g
e
Easem
e
n
t
P
e
r
D
o
c
.
N
o
.
1
7
2
9
8
0
2
12
"
R
C
P
15
"
R
C
P
12" RCP
[16] W
e
t
l
a
n
d
P
e
r
Delinea
t
i
o
n
B
y
O
t
h
e
r
s
Found 1/2 Inch
Open Iron Pipe
Found R/W Monument
15" RCP
[B] Centerline of Town
Road (184th Street)
Per Description
N89°54'54"E 595.29
[12] Temporary Easement
Per Doc. No. 2287465
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
20" D
.
I
.
P
.
(
P
e
r
R
e
c
.
)
8"
D
.
I
.
P
.
Wat. Stub.
(Per Rec.)
[13] C
e
n
t
e
r
l
i
n
e
p
e
r
Doc. N
o
.
1
7
2
9
8
0
2
[13] Street, Utility & Drainage
Easement Per Doc. No. 1729802
[B] Town Road Easement (184th St)
as Shown on Previous Survey
and County Mapping
S64°5
2
'
0
6
"
E
5
2
1
.
2
0
N58°5
9
'
5
4
"
E
2
5
6
.
0
5
74.94
Δ=33°01'4
1
"
R=130.00
S2
2
°
5
0
'
2
7
"
W
3
8
7
.
6
6
N0
0
°
0
5
'
0
6
"
W
5
5
3
.
4
0
Monument Falls in Roadway
No Monument Found or Set
[A] Center Line of Town Road (184th St)
Per the Plat of Prairie Lake 1st Addition
(D
e
s
c
.
=
4
2
5
.
2
8
)
(Desc
.
=
3
5
7
.
2
5
)
Plat of Prairie Lake 1st Addition
42
3
.
2
6
355.6
5
Δ=
8
°
5
1
'
0
4
"
51
.
9
8
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
CONSTRUCTION
ENTRANCE
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
DOUBLE EROSION CONTROL
AT CONSTRUCTION LIMITS
TOWARD WETLAND, FENCING
SPACED 4 FEET APART
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
PERIMETER EROSION
CONTROL AT
CONSTRUCTION LIMITS, TYP.
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
PROPOSED CATCH
BASIN, TYP
INLET PROTECTION AT
PROPOSED CATCH
BASIN, TYP
INSTALL REDUNDANT
EROSION CONTROL
AROUND
STORMWATER BASIN
ONCE CONSTRUCTED
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
STORM WATER
PONDING AREA
UP
UP
UP
UP
-
-
-
--
--
UNIT D3
102
UNIT D1
104
UNIT C1
106
UNIT C1
108
CLUB ROOM
130 FITNESS
131
UNIT C1
112
UNIT D1
114
UNIT D
116
UNIT D5
117UNIT A2 - TYPE A
115UNIT A1
113
UNIT D1
111
OFFICE
123
LOBBY
121
OFFICE
122
ELEV. LOBBY
128
UNIT C1
107
UNIT C1
105
UNIT C2
103
UNIT D3
101
OUTDOOR DECK
BUFFER INFO
25' AVG. BUFFER AREA = 9,195 SF
PROP. BUFFER AREA = 10,471 SF
WETLAND
MANAGE II (25' AVG. BUFFER)
NWL = 993.49
HWL = 996.85
EOF = 998.30
15' PKG. STBK
50
'
B
L
D
G
.
S
T
B
K
50' BLDG. STBK
30' BLD
G
.
S
T
B
K
5' P
K
G
.
S
T
B
K
15' PK
G
.
S
T
B
K
5'
P
K
G
.
S
T
B
K
30
'
B
L
D
G
.
S
T
B
K
NO
PARKING
20
'
W
E
T
L
A
N
D
S
T
B
K
20
'
W
E
T
L
A
N
D
S
T
B
K
1/4" - 1'-0"
3738
35 36
FIRST
F
L
O
O
R
GARAG
E
WETLAND BOUNDARY
17' MIN. WETLAND
BUFFER
100-YR HWL (996.85)
LOT 1
OUTLOT A
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
EOF=
1004.00
EOF=
1002.79
EOF=
1005.00
EOF=
1005.00
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1002.00
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
2/2/2024 SKETCH PLAN SUBMITTAL
3/29/2024 CITY SUBMITTAL
DRAWN BY
REVIEWED BY
PROJECT MANAGER
PROJECT NUMBER
48776
David J. Knaeble
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
03/29/24
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SW1.1
SWPPP - PROPOSED
CONDITIONS
REVISION SUMMARY
DATE DESCRIPTION
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF LAKEVILLE EROSION CONTROL NOTES:
LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
SILT FENCE / BIOROLL - GRADING LIMIT
1125
ALL SPECIFIED EROSION AND SEDIMENT CONTROL
PRACTICES, AND MEASURES CONTAINED IN THIS
SWPPP ARE THE MINIMUM REQUIREMENTS.
ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.
SWPPP NOTES:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 COVER SHEET | CS
SITE LOCATION
GENERAL NOTES
ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES AND MOST
STRINGENT SHALL APPLY.
DIMENSIONS GIVEN FOR MASONRY ON ARCHITECTURAL DRAWINGS, ARE
NOMINAL UNLESS OTHERWISE NOTED.
SCALED MEASUREMENTS OF DRAWINGS SHALL NOT BE ALLOWED.
ALL NECESSARY AND/OR REQUIRED TESTS, INSPECTIONS SHOP DRAWING REVIEWS
AND DRAWING INTERPRETATIONS, REQUIRED BY THE GENERAL CONDITIONS,
SHALL BE EXECUTED BY A REGISTERED ARCHITECT AND/OR BY A REGISTERED
ENGINEER; IF NOT, THE ARCHITECT OF RECORD AND/ OR THE ENGINEER OF
RECORD SHALL BE HELD HARMLESS FOR THAT PORTION OF THE WORK
IMPROPERLY EXECUTED. THE INSPECTION ARCHITECT AND/OR ENGINEER SHALL
BECOME RESPONSIBLE FOR THOSE INSPECTIONS, DECISIONS AND/OR DOCUMENT
INTERPRETATIONS MADE AS THEY RELATE TO THE CONTRACT DOCUMENTS AND
THEIR INTENT.
DIMENSION FOR STUD WALLS ARE TO FACE OF STUD AND DIMENSIONS FOR
MASONRY WALLS ARE TO FACE OF BLOCK UNLESS STATED OTHERWISE.
DRAWING INDEX
KENYON GREEN
18430 KENYON AVENUE,
LAKEVILLE, MN 55044
CIVIL
CS COVER SHEET
BUILDING AREA SUMMARY
PROJECT INFO.
PARKING COUNT SUMMARY
UNIT MIX SUMMARY
ARCHITECTURAL
1 BED ("A" UNITS)6 12%
2 BED ("C" UNITS)18 37%
3 BED ("D" UNITS)25 51%
Grand total 49 100%
GARAGE 23,504 SF
1ST FLOOR 23,266 SF
2ND FLOOR 23,248 SF
3RD FLOOR 23,233 SF
GRAND TOTAL 93,252 SF
UNIT MIX BY UNIT TYPE
UNIT A1 3 752 SF
UNIT A2 2 747 SF
UNIT A2 - TYPE A 1 749 SF
UNIT C1 13 <varies>
UNIT C2 3 966 SF
UNIT C3 - TYPE A 2 <varies>
UNIT D1 13 <varies>
UNIT D3 9 <varies>
UNIT D5 3 1,289 SF
Grand total 49
TOTAL POTENTIAL PARKING SPACES - 123
C0.0 TITLE SHEET
C0.1 PROJECT NOTES
C1.0 REMOVALS PLAN
C1.1 TREE PRESERVATION PLAN
C1.2 TREE PRESERVATION CALCULATIONS
C1.3 TREE PRESERVATION CALCULATIONS
C2.0 SITE PLAN
C2.1 TURNING MOVEMENT
C2.2 WETLAND IMPACT PLAN
C2.3 WETLAND BUFFER PLAN
C3.0 GRADING PLAN
C4.0 UTILITY PLAN
C5.0 CIVIL DETAILS
C5.1 CIVIL DETAILS
C5.2 CIVIL DETAILS
C5.3 CIVIL DETAILS
C5.4 CIVIL DETAILS
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE PLAN NOTES & DETAILS
SW1.0 SWPPP -EXISTING CONDITIONS
SW1.1 SWPPP -PROPOSED CONDITIONS
SW1.2 SWPPP -DETAILS & NARRATIVE
SW1.3 SWPPP -NARRATIVE
E1.1 ELECTRICAL SITE PLAN
1,299 SF
984 SF
GARAGE SPACES
SURFACE PARKING
65
58
1,203 SF
PROJECT TEAM
TUSHIE MONTGOMERY ARCHITECTS
7645 LYNDALE AVENUE SOUTH, #100
MINNEAPOLIS, MINNESOTA 55423
CIVIL ENGINEER:
OWNER:
ARCHITECT:
(612) 861-9636
FAX (612) 861-9632
MIKE STUEVEN
RON CLARK CONSTRUCTION & DESIGN
mikes@tmiarchitects.com
CIVIL SITE GROUP INC.
DAVID KNAEBLE
4931 WEST 35TH STREET, SUITE 200
ST. LOUIS PARK, MN 55416
Dknaelbe@civilsitegroup.com
763-234-7523
MIKE WALDO, COO/CFO
7500 WEST 78TH STREET
EDINA, MN 55439
CIVIL SITE GROUP INC.
LANDSCAPE ARCHITECT:
mwaldo@ronclark.com
952-947-3037 DIRECT
952-947-3035 FAX
LANCE CALHOUN,
SENIOR PROJECT MANAGER
lance@ronclark.com
952-947-3012 DIRECT
GENERAL CONTRACTOR:
RON CLARK CONSRUCTION & DESIGN
4931 WEST 35TH STREET, SUITE 200
ST. LOUIS PARK, MN 55416
763-234-7523
A1 GARAGE/ 1ST FLOOR PLAN
A2 2ND-3RD/ ROOF FLOOR PLAN
A3 EXTERIOR ELEVATIONS
A4 EXTERIOR ELEVATIONS
A5 1 BED - UNIT A1/ A2
A6 2 BED - UNIT C1/ C2/ C3
A7 3 BED - UNIT D1/ D3
A8 ENLARGED COMMON SPACE
1,253 SF
-
-
-
--
--
UP
STAIR
GARAGE
TRASH
ELEV. EQUIP.
ELEV LOBBY
65 INDOOR PARKING SPACES
18
'
-
4
3
/
4
"
24
'
-
0
"
18
'
-
2
3
/
4
"
FD
WATER SERVICE
FE
ELECTRICAL
SANITARYWATER SUPPLY -SEE CIVIL
MAU
BIKE
STORAGE
GAS METER
27' - 0"
TYP. UNO
9' - 0"
L1
0
1
A
L1
0
1
B
1/4" - 1'-0"1/4" - 1'-0"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/4" - 1'-0"1/4" - 1'-0"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/4" - 1'-0"1/4" - 1'-0"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/4" - 1'-0"1/4" - 1'-0"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/4" - 1'-0"1/4" - 1'-0"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/4" - 1'-0"1/4" - 1'-0"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
N
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
1/
4
"
-
1
'
-
0
"
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
64 63 37383940414243444547484649505152535455565762596061
83
'
-
4
3
/
4
"
72
'
-
0
3
/
4
"
TYP.
27' - 0"
35 36
65 58
ELECTRICAL
SERVICE
344' - 6"
334' - 11 1/2"
UNIT D3 UNIT D1 UNIT C1 UNIT C1
CLUB ROOM
FITNESS
UNIT C1 UNIT D1 UNIT D3
UNIT D5UNIT A2 - TYPE AUNIT A1UNIT D1
OFFICE
LOBBY
OFFICE
ELEV. LOBBY
UNIT C1UNIT C1UNIT C2UNIT D3
82
'
-
1
1
3
/
4
"
OUTDOOR DECK
FIRE DEPT.
CONNECTION
N
343' - 5 1/2"
343' - 1 1/2"
53' - 3 3/8"9' - 5"26' - 3 1/2"44' - 0"87' - 0"34' - 0"34' - 3 1/2"9' - 5"41' - 10 3/8"
35
'
-
7
7
/
8
"
35
'
-
1
1
7
/
8
"
41' - 6 1/4"44' - 0"34' - 0"34' - 0"62' - 0"34' - 0"44' - 0"41' - 6 1/4"
46
'
-
1
1
7
/
8
"
35
'
-
1
1
7
/
8
"
71
'
-
7
1
/
8
"
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 GARAGE/ 1ST FLOOR PLAN | A1
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 3/32" = 1'-0"1 GARAGE PLAN
SCALE 3/32" = 1'-0"2 1ST FLOOR PLAN
---
--
-
UP
---
--
--
--
---
UNIT D1
UNIT D3
UNIT D5
UNIT C2 UNIT C1 UNIT C1
UNIT C1UNIT D1UNIT D3
UNIT D3 UNIT A2
UNIT C1
UNIT D1
UNIT D1UNIT D1
N
334' - 4"
82
'
-
2
3
/
4
"
338' - 3 1/2"
UNIT C3 - TYPE A UNIT A1
53' - 2 3/4"9' - 5"26' - 3 1/2"44' - 0"34' - 0"34' - 3 1/2"9' - 5"41' - 8 3/4"
35
'
-
7
7
/
8
"
35
'
-
1
1
7
/
8
"
41' - 5 1/4"44' - 0"34' - 0"34' - 0"8' - 0"44' - 0"44' - 0"44' - 0"41' - 5 1/4"
46
'
-
1
1
7
/
8
"
35
'
-
1
1
7
/
8
"
71
'
-
7
3
/
4
"
RIDGE VENT, TYP.
RIDGE VENT
RIDGE VENT
6" / 12"6" / 12"
TRASH EXHAUST VENT
347' - 4 3/4"
23
'
-
6
3
/
8
"
28
'
-
1
1
/
4
"
23
'
-
6
3
/
8
"
75
'
-
2
"
338' - 0 3/4"
21
'
-
7
5
/
8
"
10
'
-
7
3
/
4
"
30
'
-
8
1
/
4
"
23
'
-
6
3
/
8
"
86
'
-
6
"
N
248' - 6 1/2"
6" / 12"
6"
/
1
2
"
6" / 12"
16' - 10"
6"
/
1
2
"
6"
/
1
2
"
6"
/
1
2
"
6"
/
1
2
"
16
'
-
8
1
/
4
"
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 2ND-3RD/ ROOF FLOOR PLAN | A2
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 3/32" = 1'-0"1 2ND- 3RD FLOOR PLAN
SCALE 3/32" = 1'-0"2 ROOF
1ST FLOOR
100' -0"
2ND FLOOR
110' -2 5/8"
3RD FLOOR
120' -4 1/2"
ROOF LEVEL
128' -4 7/8"
GARAGE
89' -4"
SIDING #3
SIDING #3
BRICK #1
SIDING #1 SIDING #1
BRICK #1
SIDING #4
SIDING #3
BRICK #1
SIDING #3 SIDING #3 SIDING #3
SIDING #4 SIDING #4
SIDING #1
BRICK #1
SIDING #3
SIDING #1
SIDING #3
SIDING #1 SIDING #1
STONE #1 BRICK #1 BRICK #1
STONE #1
STONE #1
BRICK #2SIDING #3BRICK #2BRICK #2STONE #1BRICK #2BRICK #2BRICK #2BRICK #2
ROOF #1ROOF #1
STONE #1 BRICK #1STONE #1STONE #1
BU
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'
-
4
3
/
8
"
MEAN GROUND LEVEL
EXTERIOR FINISH SCHEDULE
BRICK #1
MANUFACTURER HEBRON
COLOR DAKOTA COMMON
SIZE UTILITY BRICK
MORTAR PRISM P3912, GLADIOLA
SIDING #1
MANUFACTURER JAMES HARDIE
TYPE HARDIE PLANK
COLOR AUTUMN TAN
SIZE 4" LAP
BRICK #2 -SOLDIER COURSING
MANUFACTURER HEBRON
COLOR DAKOTA COMMON
SIZE UTILITY BRICK
MORTAR PRISM P3912, GLADIOLA
SIDING #3
MANUFACTURER CFB
COLOR AUTUMN TAN
TYPE CEMENT BOARD PANEL
PROFILE BOARD AND BATTEN
STONE #1
MANUFACTURER CULTURED STONE
COLOR 50/50 BLEND
SOUTHERN LEDGE CHARDONNAY
SOUTHERN LEDGE BUCKS COUNTY
SUPPLIER BROCK WHITE
SIDING #4
MANUFACTURER ALSIDE
TYPE VINYL SHAKE
COLOR TUSCAN CLAY
PROFILE SHAKE
ROOF #1
MANUFACTURER CERTAIN TEED
TYPE ARCHITECTURAL ASPHALT SHINGLES
COLOR WEATHERED WOOD
SOFFIT / FASCIA
MANUFACTURER NAPCO
TYPE PREFINISHED ALUMINUM
COLOR IVORY
GUTTERS
MANUFACTURER NAPCO
TYPE PREFINISHED ALUMINUM
COLOR IVORY
BALCONIES
RAIL / STRUCTURE AND BRACKETS
TYPE PREFINISHED ALUMINUM
COLOR DARK BRONZE
DECKING COLOR DARK BRONZE
MANUFACTURER MAGIC-PAK
TYPE METAL KYNAR FINISH
COLORS SURREY BEIGE (SIDING #1)
MAGIC PAK GRILLS
MANUFACTURER PRIMEX
TYPE METAL KYNAR FINISH
COLORS DARK GREY (BRICK, STONE)
TAUPE (SIDING #1)
EXHAUST GRILLS
MANUFACTURER DOORLINK
TYPE PREFINISHED ALUMINUM
COLOR ALMOND
GARAGE DOOR
SIDING TRIM
MANUFACTURER HARDIE CFB
TYPE VINYL SHAKE
COLOR SAIL CLOTH
SIZE PER ELEVATIONS
STUCCO #1
MANUFACTURER TBD
TYPE CEMENTITIOUS STUCCO
COLOR TO MATCH SIDING #2
FINISH MEDIUM
SIDING #2
MANUFACTURER JAMES HARDIE
TYPE HARDIE PLANK
COLOR TIMBERBARK
SIZE 7" LAP
1ST FLOOR
100' -0"
2ND FLOOR
110' -2 5/8"
3RD FLOOR
120' -4 1/2"
ROOF LEVEL
128' -4 7/8"
GARAGE
89' -4"
BRICK #2
BRICK #1
SIDING #4
SIDING #3
SIDING #2BRICK #1
BRICK #2
SIDING #3
BRICK #1
ROOF #1
STONE #1
BU
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'
-
4
3
/
8
"
GARAGE EXHAUST LOUVER
BU
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36
'
-
1
0
"
MEAN GROUND LEVEL
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 EXTERIOR ELEVATIONS | A3
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 3/32" = 1'-0"1 NORTH ELEVATION
EXTERIOR WALL SCHEDULE -OVERALL BUILDING
EXTERIOR - 4" EXPOSURE LAP SIDING OVER 2x6 WOOD STUDS 2,135 SF 8%
EXTERIOR - 7" EXPOSURE LAP SIDING OVER 2x6 WOOD STUDS 4,669 SF 18%
EXTERIOR - BRICK OVER 2x6 WOOD STUDS 7,163 SF 27%
EXTERIOR - BRICK OVER CAST CONCRETE 1,905 SF 7%
EXTERIOR - CEMENT BOARD PANEL SIDING OVER 2x6 WOOD STUDS 5,627 SF 21%
EXTERIOR - STONE OVER 2x6 WOOD STUDS 3,070 SF 12%
EXTERIOR - STUCCO OVER CAST CONCRETE 1,058 SF 4%
EXTERIOR - VINYL SHAKE SIDING OVER 2x6 WOOD STUDS 775 SF 3%
Grand total 26,402 SF
SCALE 3/32" = 1'-0"2 WEST ELEVATION
1ST FLOOR
100' -0"
2ND FLOOR
110' -2 5/8"
3RD FLOOR
120' -4 1/2"
ROOF LEVEL
128' -4 7/8"
GARAGE
89' -4"
SIDING #4
SIDING #2
SIDING #3
SIDING #3SIDING #3
BRICK #2BRICK #2
BRICK #1BRICK #1
SIDING #4
SIDING #4
SIDING #4
SIDING #2 SIDING #2
SIDING #3
SIDING #2
SIDING #3
SIDING #2SIDING #2SIDING #3
ROOF #1
STUCCO #1STUCCO #1STUCCO #1
BU
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41
'
-
4
3
/
8
"
STONE #1 STONE #1
MEAN GROUND LEVEL
1ST FLOOR
100' -0"
2ND FLOOR
110' -2 5/8"
3RD FLOOR
120' -4 1/2"
ROOF LEVEL
128' -4 7/8"
GARAGE
89' -4"
STONE #1
SIDING #3
SIDING #1
BRICK #1
SIDING #4
BRICK #1BRICK #1
SIDING #3BRICK #2 BRICK #2 BRICK #2
ROOF #1
ROOF #1
BU
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'
-
1
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"
UNIT BALCONY
COMMUNITY DECK
SIDING #2
BU
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41
'
-
4
3
/
8
"
MEAN GROUND LEVEL
5'
-
7
3
/
8
"
10' - 0"
BRICK #1
CAST STONE CAP
CAST STONE
SPLITFACE CMU
BRICK #2
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 EXTERIOR ELEVATIONS | A4
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 3/32" = 1'-0"1 SOUTH ELEVATION
SCALE 3/32" = 1'-0"2 EAST ELEVATION
SCALE 1/4" = 1'-0"3 MONUMENT SIGN
-
BEDROOM 1
145 SF
CLOSET
BATHROOM
WA
S
H
E
R
/
DR
Y
E
R
KITCHEN /
LIVING
ROOM
752 SF
UNIT A1
749 SF
UNIT A2 - TYPE A
BEDROOM 1
138 SF
CLOSET
BATHROOM
WASHER /
DRYER
KITCHEN /
LIVING
ROOM
747 SF
UNIT A2
BEDROOM 1
131 SF
CLOSET
BATHROOM
WASHER /
DRYER
KITCHEN /
LIVING
ROOM
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 1 BED -UNIT A1/ A2 | A5
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 1/4" = 1'-0"1 UNIT A1
SCALE 1/4" = 1'-0"2 UNIT A2 - TYPE A
SCALE 1/4" = 1'-0"3 UNIT A2 - TYPE B
-
-
984 SF
UNIT C1
BEDROOM 1
134 SF
CLOSET
WA
S
H
E
R
/
D
R
Y
E
R
KITCHEN /
LIVING
ROOM
MASTER BEDROOM
152 SF
CLOSET
BA
T
H
R
O
O
M
BATHROOM
966 SF
UNIT C2
MASTER BEDROOM
140 SF
CLOSET
WA
S
H
E
R
/
D
R
Y
E
R
KITCHEN /
LIVING
ROOM
BA
T
H
R
O
O
M
BEDROOM 1
126 SF
CLOSET
BATHROOM
1,203 SF
UNIT C3 - TYPE A
CLOSET
BATHROOM
WASHER /
DRYER
KITCHEN / LIVING ROOM
MASTER BEDROOM
169 SF
CLOSET
BATHROOM
BEDROOM 1
122 SF
BATHROOM
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 2 BED -UNIT C1/ C2/ C3 | A6
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 1/4" = 1'-0"1 UNIT C1
SCALE 1/4" = 1'-0"2 UNIT C2
SCALE 1/4" = 1'-0"3 UNIT C3 ADA
SCALE 1/4" = 1'-0"4
UNIT C3 -
ALTERNATE BATHROOM
1,253 SF
UNIT D1 BEDROOM 1
133 SF
CLOSET
BATHROOM
WASHER /
DRYER
KITCHEN /
LIVING
ROOM
BATHROOM
BEDROOM 2
156 SF
CLOSET
MASTER BEDROOM
159 SF
CLOSET
1,299 SF
UNIT D3
BEDROOM 1
123 SF
CLOSET
BATHROOM
WASHER /
DRYER
KITCHEN / LIVING ROOM
BEDROOM 2
120 SF
CLOSET
CLOSET
MASTER BEDROOM
186 SF
BATHROOM
1,289 SF
UNIT D5
BEDROOM 1
122 SF
BA
T
H
R
O
O
M
WASHER /
DRYER
KITCHEN / LIVING
ROOM
BEDROOM 2
100 SF
CLOSET
MASTER BEDROOM
140 SF
CLOSETBATHROOM
CLOSET
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 3 BED -UNIT D1/ D3 | A7
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 1/4" = 1'-0"1 UNIT D1
SCALE 1/4" = 1'-0"2 UNIT D3
SCALE 1/4" = 1'-0"3 UNIT D5
799 SF
CLUB ROOM
512 SF
FITNESS
138 SF
STORAGE
MEN'S
121 SF
MAINT./ELEC.ELEV.
LOBBY
VESTIBULE
230 SF
OFFICE
107 SF
PACK.
TRASH
179 SF
OFFICE
506 SF
LOBBY
WOMEN'S
OUTDOOR DECK
ATM
TUSHIE MONTGOMERY
KENYON GREEN | 03/29/24 ENLARGED COMMON SPACE | A8
18430 KENYON AVENUE, LAKEVILLE, MN 55044 | 223052A
SCALE 1/4" = 1'-0"1 COMMON SPACE
NO PARKING NO PARKING
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PR
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EXHIBIT F
1
Apartment Building – Concept Drawing
Kenyon Green - Proposed Apartment Building
18430 Kenyon Avenue, Lakeville, MN
April 5, 2024
EXHIBIT G
2
•Ron Clark Construction & Design (owner)
•Ron Clark
•Mike Waldo
•Landon Wittenberg
•Tushie Montgomery Architects (architect)
•Andy Krenik
•Mike Stueven
•Steven Scott Management (property manager)
•Kristie Rice & Cassandra Barden
•Civil Site Group (engineer, Landscape design &
surveyor)
•Dave Knaeble
•Rob Binder
•Rory Synstelien
Ron Clark Team for Kenyon Green/Lakeville Project
3
Requested Approvals
•The requested Zoning change to PUD, will allow for the Affordable Apartment
and 15 rental townhomes. The additional townhome units are key to keeping
the costs inline for the workforce housing apartment.
•We are requesting some reductions in setback and a 3-foot height waiver
because of the high ground water which have no negative affects on the
surrounding properties. The setback requests are listed and shown on the
attached civil plans.
•The apartment building will be a 49-unit, three story apartment building
with underground & surface parking, community room, exercise room,
deck overlooking the rear yard with south exposure, outdoor kids play
area, grilling stations with picnic tables and a management office.
•We are also requesting Preliminary Plat approval for the apartment and
townhome sites.
4
Site plan showing proposed uses and site information
5
Proposed Site plan
6
Comparison to other
similar Project - Colored
Site map – Wexford Place
Rosemount, MN
7
Comparison to other
similar Project -
Colored Site map –
Babcock Crossing,
Inver Grove Heights,
MN
8
Ron Clark Apartment Buildings in Savage & Lakeville
9
Ron Clark Apartment Building in Carver
10Ron Clark Apartment Building - Pike Lake Marsh - Prior Lake, MN
11
Townhome Exterior perspective – Front & rear
12
Architecture
Exterior design features and materials will be consistent
with the high standards established by the City in their
Design Guidelines.
Architectural roof shingles
High Quality Lap siding, Brick and other siding accents
Maintenance Free Decks for all units
Focus is on Energy Conservation and Sustainability
Exterior deck, fenced in play area and grilling station
13
Garage Level and First Floor
14
2nd & 3rd Floor and Roof plans
15
1 Bedroom Floor
Plan Concept
16
2 Bedroom
Floor Plan
Concept
17
3 Bedroom
Floor Plan
Concept
18
Commons Area Pictures from our Savage & New Hope Buildings
19
Pictures from our Savage and New Hope Buildings
20
Pictures from our Savage and New Hope Buildings
21
Pictures from our Savage and New Hope Buildings
22
Pictures from our Savage and New Hope Buildings
23
Pictures from our Savage and New Hope Buildings
24
Recap of Apartment Building size, unit mix, unit sizes and parking
Based on other buildings which are nearly the same unit mix, we expect
about 160 total residents in the building, with about 75 being children:
1 bedroom units ave. 1.2 residents, 2 bedroom ave. 2.6, 3 bedroom ave. 4.3
25
•Servers, teachers, public safety officers, bus & truck drivers, retail/sales
associates, health & childcare workers and other people who are working
in Lakeville& surrounding communities.
•Working adults & young families have a chance to get started in Lakeville :
•Provides the opportunity to buy a home in Lakeville in the future,
because the rents are at or near 30% of their income.
•This is consistent with what we have seen in other apartments where
multiple families were already able to save for and purchase a home in
the community.
•Because of the tax credit requirements, we cannot restrict the building to
only Lakeville current residents, but most of our tenants come from about
a 10-mile radius as they need to still be a reasonable distance from there
current place of employment.
•All our Tax Credit project (including Lakeville Pointe) are currently 100%
leased up and have been since they opened and they each have between
100-500 people on an interest list, then need for these affordable options
is very high.
Housing opportunities for a variety of people
26
•2023 Qualifying Incomes: at or below $52,200 (family of 1)
at or below $59,640 (family of 2)
at or below $67,080 (family of 3)
at or below $74,520 (family of 4)
at or below $80,520 (family of 5)
at or below $86,460 (family of 6)
•Each resident in the household must pass extensive credit,
criminal & housing history checks
•Projected rents - net of utilities:
•1 bedroom = $1,122/month
•2 bedroom = $1,341/month
•3 bedroom = $1,545/month
•Tenant pays only for their household electric and A/C
Current Income requirements and Rents for Lakeville
These Incomes and rents will adjust once HUD issues their updated 2024 AMI’s
27
•The Tax Credit financing program is a Public/Private
partnership whereby the owner receives Federal Tax
Credits for a 10-year period which we are then able to
convert into Equity for the project, this allows for a small
mortgage (about 25% of total project costs) but in return
the rents must be kept at a level set by Minnesota Housing
Finance Agency (MHFA) and Dakota County CDA each year
for 30 years, based on each prior years Area Medium
Income (AMI), in addition the tenant’s income must be at
or below 60% of the AMI for the County.
•MHFA and Dakota County CDA require us to set aside
about $225,000 in reserves at closing and to set aside
another $22,050/year for major repairs and replacements.
We are also inspected every 1-3 years during the 50 years
to make sure the buildings are being maintained properly
50 Year Commitment monitored by Dakota County CDA
28
Professional Management
•Bader (formerly Steven Scott) Management will be our
management company, they are a highly respected local
company.
•We will have an onsite resident caretaker, we also will have a
building manager who is at the building a minimum of 30 hours
per week, along with a Senior Manager who oversees the
building management.
•As part of the maintenance and management of the building we
are in each unit, normally monthly or bi-monthly to maintain
equipment and to do a quick inspection to confirm no lease
violations or undo wear and tear is happening.
•The leases are also very clear as to our right to evict or non-
renew a tenant for either a major lease violation or continued
smaller issues. They also sign a Drug-free/Crime-free lease
addendum.
•Smoking is not allowed anywhere in the building.
29
Questions/Comments?
Mike Waldo or Landon Wittenberg
Ron Clark Construction & Design
7500 West 78th Street
Minneapolis, MN 55439
Phone: 952-947-3000
Email: mwaldo@ronclark.com
PART OF KENYON AVENUE
TO BE VACATED
N0
0
°
0
5
'
0
6
"
W
4
7
8
.
4
0
S64°5
2
'
0
6
"
E
5
0
3
.
5
2
E.
L
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A S'LY
.
L
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O
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E
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O
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A
V
E
N
U
E
SE CORNER OF
OUTLOT A
P.O.B. OF
DESCRIBED LINE
31.71
Δ=5°20'36"
R=340.00
CB=N86°35'12"E
C=31.70
MINNESOTA CERTIFICATION
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that I
am a duly Licensed Land Surveyor under the laws of the
State of Minnesota.
Dated this 28th day of May, 2024
______________________________________________
Rory L. Synstelien Minnesota License No. 44565 Project No. 23406.00 SHEET 1 OF 1
16080
SCALE IN FEET
0 5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
CivilSiteGroup.com
ROAD VACATION DESCRIPTION
All that part of Kenyon Avenue, as dedicated by the recorded plat of PRAIRIE LAKES 1ST ADDITION, Dakota County, Minnesota, lying southerly of the following described line:
Commencing at the southeast corner of Outlot A, EMERALD PROFESSIONAL CENTER, according to the recorded plat thereof, Dakota County, Minnesota; thence on an assumed
bearing of North 00 degrees 05 minutes 06 seconds West along the east line of said Outlot A and its northerly extension for 478.40 feet to a southerly line of said Kenyon Avenue;
thence South 64 degrees 52 minutes 06 seconds East along said southerly line for 503.52 to the point of beginning of the line to be described; thence easterly for 31.71 feet along a
non-tangential curve, concave to the north, having a radius of 340.00 feet, a central angle of 05 degrees 20 minutes 36 seconds and a chord bearing of North 86 degrees 35 minutes
12 seconds East to a southerly line of said Kenyon Avenue, and said line there terminating.
Drawn By:TH
N
EXHIBIT H
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 5512 4
952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us
April 25, 2024
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: KENYON GREEN
The Dakota County Plat Commission met on April 24, 2024, to consider the preliminary plat of the above
referenced plat. The plat is adjacent to CSAH 60 (185th St. W.) and is therefore subject to the Dakota
County Contiguous Plat Ordinance.
This site includes 15 townhomes with a 49 unit apartment building. The right-of-way needs along CSAH
60 are 75 feet of half right of way, which has been met. There is no direct access to CSAH 60. Restricted
access should be shown along all of CSAH 60. A quit claim deed to Dakota County for restricted access is
required with the recording of the plat mylars.
The Plat Commission has approved the preliminary and final plat and will recommend approval to the
County Board of Commissioners meeting on May 21, 2024.
Traffic volumes on CSAH 60 are 23,900 ADT and are anticipated to be 33,000 ADT by the year 2040.
These traffic volumes 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. 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 TJ Bentley 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:
EXHIBIT I
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Tina Goodroad, Community Development Director
Frank Dempsey, Associate Planner
Jon Nelson, Assistant City Engineer
McKenzie Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Julie Stahl, Finance Director
Tina Goodroad, Community Development Director
Zach Johnson, City Engineer
Dave Mathews, Building Official
May 22, 2024
Kenyon Green
• Preliminary Plat
• Preliminary Grading, Drainage and Erosion Control Plan
• Preliminary Tree Preservation Plan
• Preliminary Utility Plan
• Easement Vacation
Ron Clark Construction submitted a preliminary plat named Kenyon Green. The proposed
subdivision is located north of 185th Street, west of Interstate 35, and south of and adjacent to
Kenyon Avenue. The parent parcel consists of one metes and bounds parcel (PID No. 22-
01300-31-010) zoned O-R, Office/Residential Transition District. The preliminary plat includes
a request to rezone the property to PUD, Planned Unit Development District.
The preliminary plat consists of 15 attached townhome lots, one common area lot, one lot
with a 49-unit apartment building, and one outlot on 6.49 acres. The Developer is dedicating
1.01 acres for 185th Street right-of-way and 0.51 acres for Kenyon Avenue right-of-way.
The outlots created with the preliminary plat will have the following uses:
Outlot A: Common-area/Stormwater basin; retained by Developer (1.17 acres)
Outlot B: Wetlands and buffer; deeded to City (0.79 acres)
The development will be completed by:
Developer: Ron Clark Construction & Design
Engineer/Surveyor: Civil Site Group
The Kenyon Green site consists of undeveloped land. The site appears to have been
previously homesteaded, with a majority of the site naturally preserved and containing
significant woodlands. All remnants of the homestead, including driveways and aprons, and
septic systems shall be removed, and all wells shall be abandoned with the final plat. The
Developer must provide security with the final plat to ensure the work is completed and
certified in accordance with all applicable codes and regulations.
The parent parcel contains the following existing easements that must be vacated prior to
final plat consideration:
• Municipal Easement; in favor of City of Lakeville (Doc. No. 357734). The easement was
acquired in 1969. Right-of-way dedication will replace the easement.
• Roadway, Drainage and Utility easement; in favor of City of Lakeville (Doc. No.
1729802). The easement was acquired in 2000 for the Kenyon Avenue/185th Street
Realignment Improvements (CP 00-02). Right-of-way dedication will replace the
easement.
• Right-of-Way easement; in favor of City of Lakeville (Doc. No. 2020602). The easement
was acquired in 2003 for the 185th Street Improvement project (CP 02-15). Right-of-
way dedication will replace the easement.
185th Street
Kenyon Green is located north of and adjacent to 185th Street, a Dakota County highway
classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22)
identifies a half right-of-way need of 75 feet. The Developer is dedicating 1.01 acres for right-
of-way for 185th Street over the area currently encumbered by a highway easement. The
Dakota County Plat Commission recommended approval of the preliminary plat on February
20, 2024. The Developer is responsible for any requirements stipulated by Dakota County.
Kenyon Avenue
Kenyon Green is located south of and adjacent to Kenyon Avenue, a City roadway classified as
a major collector. Kenyon Avenue is an existing two-lane undivided urban roadway. The
Developer is dedicating 0.51 acres for right-of-way for Kenyon Avenue over the area currently
encumbered by a street, utility, and drainage easement. A review of traffic operations,
including possible geometric, turn lane, pavement marking or traffic sign requirements, will
be evaluated prior to final plat consideration.
Private Roadway
Development of Kenyon Green includes the construction of privately-owned roadways
designed to be maintained by a property management association. The private roads will
provide access and connectivity to the townhome units and apartment parking lot.
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
Development of Kenyon Green includes the construction of public sidewalks. Five-foot-wide
concrete sidewalks, with pedestrian curb ramps, will be installed along the south side of
Kenyon Avenue from the west plat boundary to the proposed driveway access.
The Park Dedication requirement has not been collected on the parent parcel and will be
satisfied through a cash contribution to be paid with the final plat at the rate in effect at the
time of final plat approval.
Kenyon Green is located within subdistrict OL-56200 of the Orchard Lake sanitary sewer
district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed
through City sanitary sewer to the MCES interceptor sewer monitored by meter M646.
Wastewater treatment is provided by the Empire Wastewater Treatment Facility.
Development of Kenyon Green includes construction of public sanitary sewer. Sanitary sewer
will extend within the subdivision from an existing manhole located at the northwest corner
of the site.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will
be paid with the final plat at the rate in effect at the time of final plat approval.
Development of Kenyon Green includes construction of public watermain. Watermain will
extend within the subdivision from an existing stub located along the north plat boundary.
SSTTOORRMM SSEEWWEERR
Development of Kenyon Green includes construction of private storm sewer systems. Storm
sewer will be constructed within Outlot A and Block 1 to collect and convey stormwater
runoff generated from within the private roadways and lots to the private stormwater
management basin located within Outlot A. The storm sewer systems will be privately-owned
and maintained by a property management association.
Existing aboveground equipment (utility lines and poles) is located along the east plat
boundary, adjacent to the parent parcel. Requirements for removal of the equipment, in
relation to the City’s Public Ways and Property Ordinance, will be reviewed with the final plat.
Kenyon Green is located primarily within subdistrict ML-024 of the Marion Lake stormwater
district. The northerly property line is located within subdistrict ML-027. The easterly property
line is located within subdistrict ML-22. The southerly property line is located within
subdistrict ML-21.
Development of Kenyon Green includes the construction of privately-owned and maintained
stormwater management systems. A stormwater management basin will be located in Outlot
A and an underground stormwater management system will be located in Lot 1, and provide
treatment and rate control of stormwater runoff generated from the site. The Developer shall
enter into a Stormwater Maintenance Agreement with the City for the private stormwater
management systems. Prior to final plat consideration, a final stormwater management
design consistent with the City’s stormwater management ordinance must be submitted and
approved by City staff.
Development of Kenyon Green proposed grading outside of the plat boundaries. Prior to final
plat consideration, the Developer is responsible for obtaining all necessary temporary
easements and/or rights-of-entry, for any grading work outside the plat boundaries.
Prior to final plat consideration, the Developer shall submit revised grading plans
demonstrating that the lowest floor of all structures are at least three feet above the highest
know groundwater table elevation, and consistent with City’s zoning ordinance.
The Developer must certify to the City that all lots with house footings placed on fill have
been monitored and constructed to meet or exceed FHA/HUD 79G specifications. Prior to
issuance of building permits, the soils observation and testing report, including referenced
development phases and lot descriptions, and an as-built certified grading plan must be
submitted and approved by City staff.
Kenyon Green contains more than one acre of site disturbance, therefore a National Pollution
Discharge Elimination System (NPDES) General Stormwater Permit for construction activity
from the Minnesota Pollution Control Agency is required. A copy of the Notice of Stormwater
Permit Coverage must be submitted to the City upon receipt from the MPCA.
Development of Kenyon Green includes construction of private retaining walls. The retaining
walls will be privately-owned and maintained by a property management association. The
Developer must provide a security with the final plat to ensure the work is completed and
certified in accordance with all applicable codes and regulations, including building permits
and designs by a registered engineer for walls with a combined height over four feet, from
the Building Inspections Division.
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. No grading or tree removals can take
place until the City has reviewed and approved the SWPPP for the site. Changes made
throughout construction must be documented in the SWPPP.
Redundant silt fence is required along all waterways. 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.
A wetland delineation for the site was completed for the site by Wenck. One wetland was
identified. The wetland delineation was reviewed and approved on September 14, 2021. A
replacement plan was submitted by Kjolhaug Environmental Services and approved on April
12, 2024. The replacement plan identified 0.1895 acres of wetland impact that will be
replaced by wetland banking credits.
No wetland impacts can take place until wetland banking credits have been purchased. The
remainder of the wetland and wetland buffer will be placed in Outlot A and deeded to the
City. The developer will be responsible for restoration and maintenance of any areas of the
buffer that are disturbed.
The tree inventory identifies 317 existing significant trees located within the Kenyon Green
preliminary plat boundaries. The tree preservation plan proposes to save 64 of the significant
trees. Measures to protect significant trees as identified in the Tree Preservation ordinance
(10-4-11) are to be installed and followed from the start of construction to the end of
construction.
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185th 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 185th
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.
Kenyon Green is shown on Flood Insurance Rate Map (Map No. 27037C0191E; Eff. Date
12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this
designation, the lots within Kenyon Green are not located within a Special Flood Hazard Area
(SFHA), as determined by FEMA.
Engineering recommends approval of the preliminary plat, grading, drainage and erosion
control plan, tree preservation plan, utility plan and easement vacation for Kenyon Green,
subject to the requirements and stipulations within this report.
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
KENYON GREEN
ZONING MAP AMENDMENT
FINDINGS OF FACT AND RECOMMENDATION
On June 6, 2024, the Lakeville Planning Commission met at its regularly scheduled meeting to
consider the applications of Ron Clark Construction for an amendment to the Zoning Map to
rezone property in conjunction with the Kenyon Green preliminary plat. The Planning
Commission conducted a public hearing on the applications preceded by published and mailed
notice. The applicant was present and the Planning Commission heard testimony from all
interested persons wishing to speak.
1. The subject property is located in Comprehensive Planning District 1, which guides the
property for office/residential transition uses.
2. The subject site is currently zoned O-R, Office/Residential Transition District. Multiple family
residential is allowed by conditional use permit in the O-R District.
3. The legal description of the property for which the Zoning Map amendment is requested is
identified as described in attached Exhibit A.
4. The applicant is requesting to amend the Zoning Map to rezone the subject site as PUD,
Planned Unit Development.
5. Chapter 11-3-3.E of the Zoning Ordinance provides that the Planning Commission consider
possible effects of the proposed amendments based upon, but not limited to, the following
factors:
Finding: The property is located in Planning District No. 1 of the 2040 Comprehensive
Land Use Plan. The proposed Zoning Map amendment will meet policies outlined in
Planning District No. 1 and will be consistent with the 2040 Comprehensive Land Use Plan.
Furthermore, Envision Lakeville establishes a set of community values that guide
development and implementation of the 2040 Comprehensive Plan, including proving
housing options for people of all ages and stages of life.
2
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The proposed multi-family apartments and the townhome buildings will be
compatible with the existing O-R District use to the west, the multi-family apartment to
the north, the Interstate 35 freeway and interchange to the east and the 185th Street (CSAH
60) roadway to the south.
Finding: The development of the proposed apartment building and townhome buildings
comply with Zoning Ordinance requirements in accordance with the allowances and
flexibilities outlined in the proposed Planning Unit Development.
Finding: The property and preliminary plat, including the proposed apartments and
townhomes, are entirely located within the current Metropolitan Urban Service Area
(MUSA). Existing sanitary sewer and water utilities are available to serve the property with
capacity to serve the planned apartment and townhome residential use proposed with the
preliminary plat. The proposed uses will not overburden the City’s service capacity.
Finding: The subject site is to be accessed via Kenyon Avenue, a major collector street. All
streets serving the immediate area and Kenyon Avenue These streets have adequate
capacity to accommodate traffic generated by the proposed multi-family residential use
within the Kenyon Green preliminary plat.
6. The report dated May 30, 2024 prepared by Frank Dempsey, Associate Planner is incorporated
herein.
The Planning Commission recommends that the City Council approve the Zoning Map
Amendment conditioned upon compliance with the planning report prepared by Associate
Planner Frank Dempsey dated May 30, 2024.
June 6, 2024
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jenna Majorowicz, Chair
3
EXHIBIT A
LEGAL DESCRIPTION
A tract of land in the Northwest Quarter of Section 12, Township 114 North, Range 21 West,
Dakota County Minnesota, described as follows:
Beginning at the point in the South line of said Northwest Quarter, 213.63 feet East of the
Southwest corner thereof; the south of said Northwest Quarter has an assumed bearing of North
89 degrees 54 minutes 54 seconds East; thence North 0 degrees 5 minutes 6 seconds West, 553.40
feet to the center line of a town road; thence along said centerline South 64 degrees 52 minutes 6
seconds East, 521.20, thence continue on said centerline North 58 degrees 59 minutes 54 seconds
East, 357.25 feet, to a point on the Westerly right of way line of Trunk Highway 35 service road;
thence southerly along said right of way South 22 degrees 54 minutes 54 seconds West, 425.28 feet;
thence continue along said right of way on a curve concave to the east having a central angle South
89 degrees 54 minutes 54 seconds West, along said South line, 585.19 feet to the point of beginning.