HomeMy WebLinkAboutItem 06.wApril 1, 2015 Item No.________
KENWOOD HILLS FINAL PLAT
APRIL 6, 2015 CITY COUNCIL MEETING
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution
approving the final plat of Kenwood Hills.
Passage of this motion will allow the development of 45 detached townhouse lots on
property zoned PUD, Planned Unit Development.
Overview
Kenwood Hills, LLC representatives have submitted final plat plans for Kenwood Hills, which
proposes the development of 45 detached townhome lots, three common area (HOA) lots,
and two outlots on approximately 18 acres of land located west of Kenwood Trail (CSAH 50) at
Jurel Way. The final plat is consistent with the preliminary plat approved by the City Council
on December 1, 2014. A Comprehensive Plan amendment re-guiding the property from high
density residential to low/medium density residential and a Zoning Map amendment
rezoning the property to PUD, Planned Unit Development was approved in conjunction with
the preliminary plat.
Primary Issues to Consider
• What design flexibilities were approved with the rezoning to PUD?
Supporting Information
• Staff response to Primary Issue
• Resolution approving the final plat
• Signed development contract, warranty deed, and temporary turnaround easement
• March 25, 2015 planning report and March 4, 2015 engineering report
___________________________
Daryl Morey, Planning Director
Financial Impact: $________________ Budgeted: Y/N ____ Source: ____________________________
Related Documents (CIP, ERP, etc.): Zoning and Subdivision Ordinances_________________________
Community Values: A Home for All Ages and Stages of Life____________________________________
Kenwood Hills Final Plat
April 6, 2015 City Council Meeting
Page 2
Primary Response to Issue
• What design flexibilities were approved with the rezoning to PUD?
The subject property was rezoned from RH-1, High Density Residential District to PUD,
Planned Unit Development in conjunction with the City Council’s approval of the
Kenwood Hills preliminary plat. The rezoning to PUD will allow flexibility in the site design
to reduce grading, wetland and significant tree impacts due to the physical constraints
affecting the development of the property, including steep slopes and the 75 foot wide
electric transmission line easement that bisects the property. The design flexibilities
include the allowance of private drives, building setbacks, and exterior building materials.
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO. __________
RESOLUTION APPROVING THE FINAL PLAT OF
KENWOOD HILLS
WHEREAS, the owner of the plat described as Kenwood Hills has requested
final plat approval; and
WHEREAS, the preliminary plat was reviewed by the Planning Commission and
the Parks, Recreation and Natural Resources Committee and approved by the City
Council; and
WHEREAS, the final plat is consistent with the approved preliminary plat; and
WHEREAS, the final plat is acceptable to the City.
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The final plat of Kenwood Hills is hereby approved subject to the
development contract and security requirements.
2. The Mayor and City Clerk are hereby directed to sign the development
contract and final plat mylars.
3. The City Clerk is directed to file a certified copy of this resolution with the
Dakota County Recorder.
DATED this 6th day of April 2015.
CITY OF LAKEVILLE
BY: _____________________
Matt Little, Mayor
ATTEST:
________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
(
CITY OF LAKEVILLE )
I hereby certify that the foregoing Resolution No. _______ is a true and correct copy of
the resolution presented to and adopted by the City Council of the City of Lakeville at a
duly authorized meeting thereof held on the 6th day of April 2015, as shown by the
minutes of said meeting in my possession.
________________________
Charlene Friedges, City Clerk
(SEAL)
City of Lakeville
Planning Department
Memorandum
To: Mayor and City Council
From: Daryl Morey, Planning Director
Date: March 25, 2015
Subject: Kenwood Hills Final Plat
INTRODUCTION
Kenwood Hills, LLC representatives have submitted a final plat application and plans for
Kenwood Hills, which consists of 45 detached townhouse lots, three common area (HOA) lots,
and two outlots on 17.72 acres of land located west of Kenwood Trail (CSAH 50) at Jurel Way
(Exhibit A).
This is the first and only development phase of the Kenwood Hills preliminary plat of 45
detached townhouse lots approved by the City Council on December 1, 2014. In conjunction
with the preliminary plat, the City Council approved a Comprehensive Plan amendment to re-
guide the property from high density residential to low/medium density residential and a
Zoning Map amendment to rezone the property from RH-1 to PUD. The Comprehensive Plan
amendment was approved by the Metropolitan Council on January 16, 2015. The rezoning to
PUD, which was requested by the developer to allow flexibility in the site design due to the
physical constraints affecting the development of the property, is contingent upon City
Council approval and the recording of the final plat.
The Kenwood Hills final plat plans have been distributed to Engineering and Parks and
Recreation staff for review and comment.
EXHIBITS
Exhibit A – Location Map
Exhibit B – Approved Preliminary Plat
Exhibit C – Final Plat
Exhibit D – Grading Plan
Exhibit E – SWPP Plan
Exhibit F – Utility Plan
Exhibit G – Landscape Plan/Tree Inventory (3 sheets)
Kenwood Hills Final Plat
April 6, 2015 City Council Meeting
PLANNING ANALYSIS
Existing Conditions. The subject property is undeveloped. The proposed development of
the property is constrained by steep slopes, wetlands, significant trees, and the 75 foot wide
electric transmission line easement that bisects the property. The site is located adjacent to
the east of a CP Rail line. The PUD zoning allows flexibility in the site design to reduce
grading, wetland and significant tree impacts.
Consistency with the Approved Preliminary Plat. The site and street design of the
Kenwood Hills final plat is consistent with the preliminary plat approved by the City Council
on December 1, 2014.
Density. The Kenwood Hills final plat proposes 45 detached townhouse units on 17.72 acres
resulting in a gross density of 2.54 dwelling units/acre. The net density, excluding Outlots A
and B, is 4.20 dwelling units/acre.
Outlots. The Kenwood Hills final plat proposes two outlots as follows:
Outlot A: Wetland, wetland buffer and stormwater management basins (6.33 acres). Will
be deeded to the City.
Outlot B: Wetland and wetland buffer (0.68 acres). Will be deeded to the City.
The developer will receive a $5,500/acre credit to the trunk storm sewer area charge for
deeding Outlots A and B to the City.
Detached Townhouse Setbacks. The Kenwood Hills development is subject to the setback
requirements approved with the preliminary plat/PUD development stage plans as follows:
Street ROW 25 feet
Private Drives 25 feet
Between Bldgs. 20 feet
Guest Parking 15 feet
Detached Townhouse Design and Construction Standards. The detached townhomes
must meet the RST-2 District design and construction standards of Section 11-57-19 of the
Zoning Ordinance, including exterior building finish, minimum garage size of 20 feet in width
and 440 square feet in area, and minimum landscaping value. Flexibility for the exterior
building finish was approved with the preliminary plat/PUD development stage plans
allowing the 25% requirement for brick, stucco or stone on the front façade only provided LP
Smartside, Hardiboard or similar high quality maintenance free material is utilized exclusively
on the other three facades.
Streets. The Kenwood Hills final plat includes construction of the following streets:
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Kenwood Hills Final Plat
April 6, 2015 City Council Meeting
Jurel Way will be extended from its existing terminus to the south boundary of the final plat.
Jurel Way is designated as a minor collector in the City’s Transportation Plan; however, with
the reduction in density of the approved Comprehensive Plan amendment, the extension of
Jurel Way is being designed to local street standards. The final plat includes a 66 foot
right-of-way dedication for Jurel Way with a 32 foot wide, two lane urban street section.
Jurel Way will be extended to the east to intersect with Kenwood Trail (CSAH 50) across from
Jaguar Path when the adjacent property to the east develops. Until that time, the developer
will construct a temporary turnaround at the south terminus of Jurel Way. The temporary
turnaround must be located within a temporary turnaround easement to be approved by the
City Council with the final plat. Barricades and a future street extension sign must be placed
at the end of the temporary turnaround by the developer. The developer must submit a
$2,000 escrow with the final plat for the future removal of the temporary turnaround when
Jurel Way is extended.
The existing eight foot wide bituminous trail located on the northwest side of Jurel Way will
be extended through the Kenwood Hills development with the final plat improvements.
Likewise, the existing five foot wide concrete sidewalk located on the southeast side of Jurel
Way will also be extended through the Kenwood Hills development with the final plat
improvements.
Jurel Circle and Jurel Court are cul-de-sac streets with a 50 foot right-of-way width and 28 foot
street width as allowed in environmentally sensitive areas by Section 10-4-3.S.4 of the
Subdivision Ordinance. The right-of-way radius for both cul-de-sac turnarounds is 60 feet and
15 foot wide drainage and utility easements are shown adjacent to both cul-de-sac streets.
The length of both cul-de-sac streets meets Subdivision Ordinance requirements.
Private Drives/Guest Parking. Kenwood Hills proposes the construction of two dead-end
private drives off of the Jurel Circle cul-de-sac. The private drives are allowed under the
approved PUD development stage plans and will be 24 feet wide consistent with Zoning
Ordinance requirements. The private drives must be posted as no parking on both sides.
There are four guest parking spaces proposed at the end of each private drive.
Transmission Line Easement. There is a 75 foot wide private utility easement that bisects
the property. An overhead electric transmission line under the control of Xcel Energy is
located within this easement. Transmission lines are not required by City Code to be buried
underground. Xcel Energy has prepared an encroachment agreement that has been signed
by the developer and that allows the proposed Kenwood Hills public and private
improvements within their easement area.
Landscaping. A landscape plan (Exhibit G) has been submitted with the Kenwood Hills final
plat. The landscape plan proposes plantings adjacent to the public street rights-of-way and
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Kenwood Hills Final Plat
April 6, 2015 City Council Meeting
along the north property line adjacent to the Southfork Village Apartments to the north,
screening of the guest parking spaces, plantings around the proposed stormwater
management basins within Outlot A, and foundation plantings for the detached townhomes.
A $82,055.90 security is required with the final plat to guarantee installation of the approved
landscaping based on the estimate provided by the developer. The developer must submit
information regarding the value of the proposed landscaping in relation to the value of the
proposed townhouse buildings and site improvements as required by Section 11-57-19.I of
the Zoning Ordinance.
Subdivision Identification Sign. The plans do not propose any subdivision identification
signs for the Kenwood Hills development. Subdivision identification signs could be installed
within the common (HOA) lots provided they are set back at least 15 feet from public street
right-of-way, are 100 square feet or less in area and 10 feet or less in height, are located
outside the sight visibility triangle, and are maintained by the HOA. A sign permit application
must be submitted by the developer and approved by the City prior to the installation of any
subdivision identification signs.
Park Dedication. The Parks, Trails and Open Space Plan does not identify any park needs for
the subject property. There is a City-owned conservation area adjacent to the south of the
site that was deeded to the City for park purposes with the Lakeway Park East Campus final
plat in 2000. The park dedication requirement for Kenwood Hills will be met with a cash
contribution in the amount of $170,145 (45 dwelling units x $3,781/unit).
Grading, Drainage, Erosion Control, and Utilities. Grading, drainage, erosion control, and
utilities plans have been submitted for the Kenwood Hills final plat and the plans have been
forwarded to engineering division staff for review. A copy of the March 4, 2015 engineering
report is attached. Engineering recommends approval of the Kenwood Hills final plat.
Tree Preservation. A tree inventory/preservation plan (Exhibit G) was submitted with the
Kenwood Hills final plat. The plan identifies the limits of construction for the development.
Any significant trees that are removed outside the construction limits must be replaced at a
ratio of 2:1 as required by the Subdivision Ordinance. A $10,000 tree preservation security is
required with the final plat.
Wetlands. There are eight wetlands located within the subject property. The development
of the site proposes 0.2621 acres of wetland impacts. The saved wetlands and wetland buffer
area will be located within Outlots A and B, which will be deeded by the developer to the City
with the final plat. The developer must install natural area signs to identify the wetland and
wetland buffer areas. Wetlands are discussed in more detail in the March 4, 2015 engineering
report.
Homeowners Association. Lot 13, Block 1; Lot 23, Block 2; and Lot 12, Block 3 are common
area lots. These lots must be owned by a homeowners association (HOA) as required by
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Kenwood Hills Final Plat
April 6, 2015 City Council Meeting
Section 11-57-17 of the Zoning Ordinance to provide for the long-term maintenance of the
private drives and guest parking spaces, landscaping, and other common area amenities
associated with the Kenwood Hills development. The Kenwood Hills HOA must be
responsible for the maintenance of building exteriors, landscaping, retaining walls, private
drives and guest parking areas, as well as regular lawn mowing and snow removal.
The developer submitted HOA documents for Kenwood Hills with the final plat plans. The
HOA documents were reviewed and approved by the City Attorney’s office.
RECOMMENDATION
Planning Department staff recommends approval of the Kenwood Hills final plat subject to
the following stipulations:
1. The recommendations listed in the March 4, 2015 engineering report.
2. The developer must contact the Lakeville Post Office to discuss mail receptacle
locations within the development.
3. Outlots A and B shall be deeded to the City with the final plat.
4. The Kenwood Hills development is subject to the following setback requirements
approved with the preliminary plat/PUD development stage plans:
Street ROW 25 feet
Private Drives 25 feet
Between Bldgs. 20 feet
Guest Parking 15 feet
5. The detached townhomes must meet the RST-2 District design and construction
standards of Section 11-57-19 of the Zoning Ordinance, including exterior building
finish, minimum garage size of 20 feet in width and 440 square feet in area, and
minimum landscaping value. Flexibility for the exterior building finish was approved
with the preliminary plat/PUD development stage plans allowing the 25%
requirement for brick, stucco or stone on the front façade only provided LP Smartside,
Hardiboard or similar high quality maintenance free product is utilized exclusively on
the other three facades.
6. Decks and porches must be located entirely within the unit lots.
7. Eight guest parking spaces must be constructed off of the dead-end private drives by
the developer as shown on the approved final plat plans.
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Kenwood Hills Final Plat
April 6, 2015 City Council Meeting
8. A temporary turnaround must be constructed at the southerly terminus of Jurel Way.
A signed temporary turnaround easement must be submitted prior to City Council
consideration of the final plat. Barricades and a future street extension sign must be
placed at the end of the temporary turnaround by the developer. The developer must
submit a $2,000 escrow with the final plat for the future removal of the temporary
turnaround when Jurel Way is extended.
9. The existing eight foot wide bituminous trail located on the northwest side of Jurel
Way must be extended through the Kenwood Hills development with the final plat
improvements. Likewise, the existing five foot wide concrete sidewalk located on the
southeast side of Jurel Way must also be extended through the Kenwood Hills
development with the final plat improvements.
10. The private drives must be posted as no parking on both sides.
11. A $82,055.90 security is required with the final plat to guarantee installation of the
approved landscaping based on the estimate provided by the developer. The
developer must submit information regarding the value of the proposed landscaping
in relation to the value of the proposed townhouse buildings and site improvements
as required by Section 11-57-19.I of the Zoning Ordinance.
12. Any subdivision identification signs must be installed within the common (HOA) lots,
must be set back at least 15 feet from public street right-of-way, must be 100 square
feet or less in area and 10 feet or less in height, must be located outside the sight
visibility triangle, and must be maintained by the HOA. A sign permit application must
be submitted by the developer and approved by the City prior to the installation of
any subdivision identification signs.
13. A homeowners association must be established and maintained for the Kenwood Hills
development as required by Section 11-57-17 of the Zoning Ordinance.
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City of Lakeville
Public Works– Engineering Division
Memorandum
To: Daryl Morey, Planning Director
From: Alex Jordan, Civil Engineer
McKenzie Cafferty, Environmental Resources Manager
Brett Altergott, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Dennis Feller, Finance Director
Gene Abbott, Building Official
Date: March 4, 2015
Subject: Kenwood Hills
• Final Plat Review
• Final Grading Plan Review
• Final Erosion Control Plan Review
• Utility Plan Review
• Landscape Plan
• Tree Preservation Plan
BBAACCKKGGRROOUUNNDD
Homestead Partners has submitted a final plat named Kenwood Hills. This is the first and only
phase of the Kenwood Hills preliminary plat approved by the City Council on December 1,
2014. The subdivision is located west of Kenwood Trail (CSAH 50) on Jurel Way. The parent
parcel consists of Outlot A, Lakeway Park East Campus (PID # 22-44455-00-010). In
conjunction with the preliminary plat, the parent parcel was rezoned from RH-1, Multiple
Family Residential District to PUD, Planned Unit Development subject to City Council
approval and the recording of the final plat.
The final plat consists of forty five (45) single-family detached townhome lots and three (3)
common lots within three (3) blocks and two (2) outlots on 17.72 acres. The outlots created as
shown on the final plat, will have the following uses:
Outlot A: Wetland complex, wetland buffer and stormwater management basins;
to be deeded to the City (6.33 acres)
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Outlot B: Wetland complex and wetland buffer; to be deeded to the City (0.68
acres)
The proposed development will be completed by:
Developer: Homestead Partners
Engineer/Surveyor: Loucks and Associates
SSIITTEE CCOONNDDIITTIIOONNSS
The Kenwood Hills site consists of undeveloped land. There are delineated wetlands primarily
located in the southern and western portions of the parcel. The land generally slopes
downward in all directions away from the high points located near the center of the parcel
with moderate to steep slopes. Large clusters of trees are scattered throughout the site. The
site is located east of and adjacent to Canadian Pacific Railroad right-of-way.
EASEMENTS
The parent parcel contains two existing private easements. The following easements are
located on the property and will remain with the proposed development:
• 10-foot wide easement, in favor of Dakota Electric, on the northwest corner of parent
parcel, per document numbers T660824 and T684454
• 75-foot wide private N.S.P. easement, in favor of Xcel Energy, through the center of the
parcel, per Book 64 of Misc Records, Page 10.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
Jurel Way
Development of Kenwood Hills includes the construction and extension of Jurel Way, a minor
collector roadway as identified in the City’s Transportation Plan. As a result of the proposed
reduction in the land use density of the site and in consideration of the surrounding
environmentally sensitive areas, Jurel Way is being designed as a 32-foot wide, two-lane
urban roadway, as it will function more like a local roadway due to the reduced number of
average daily trips. A bituminous trail will be located along the west side that ties into the
existing bituminous trail along the northwest side of existing Jurel Way. A 5-foot wide
concrete sidewalk will extend from the termini of the existing sidewalk along the southeast
side of existing Jurel Way through the Kenwood Hills subdivision to the south plat boundary.
The Developer is dedicating 66 feet of right-of-way. A “Future Street Extension” sign and
barricades shall be placed at the south end of Jurel Way until the street is extended in the
future. The City’s Transportation Plan identifies the extension of Jurel Way in the future to
Kenwood Trail (CSAH 50) aligning with Jaguar Path, through future City-owned park property
and an adjacent RH-1 zoned parcel. This future extension will likely be development driven
and is not in the City’s current Capital Improvement Plan. A temporary cul-de-sac will be
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constructed at the end of Jurel Way within a temporary turnaround easement. The Developer
must furnish a $2,000 cash escrow for the future removal and restoration of the temporary
cul-de-sac with the final plat.
Jurel Circle
Development of Kenwood Hills includes the construction of Jurel Circle, a local cul-de-sac
street. Jurel Circle is designed as a 28-foot wide, two-lane urban roadway terminating in a
cul-de-sac as allowed in environmentally sensitive areas. The Developer is dedicating 50 feet
of right-of-way with a 60 foot radius and 15-foot wide drainage and utility easement.
Two private drives will be constructed north and south from the end of the Jurel Circle cul-de-
sac to provide access to Lots 6 – 12, Block 1. The private drives are designed as 24-wide urban
roadways and include the construction of two private guest parking lots. The guest parking
lots will be constructed to provide additional parking that is restricted along the private
drives due to the design width. The private drives and guest parking lots will be privately
owned and maintained by the Kenwood Hills private HOA.
Jurel Court
Development of Kenwood Hills includes the construction of Jurel Court, a local cul-de-sac
street. Jurel Court is designed as a 28-foot wide, two-lane urban roadway terminating in a
cul-de-sac as allowed in environmentally sensitive areas. The Developer is dedicating 50 feet
of right-of-way with a 60 foot radius and 15-foot wide drainage and utility easement.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction access and egress for grading, public utility installation and street construction
shall be from a single entrance off of Jurel Way.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
The Park Dedication requirement has not been collected on the parent parcel and will be
satisfied through a cash contribution that shall be paid with the final plat. The Park Dedication
Fee will be based on the rate in effect at the time of final plat approval, and is calculated as
follows:
45 x $3,781.00 = $170,145.00
Number of Units in Kenwood Hills 2015 Park Dedication Rate Total
Development of Kenwood Hills includes the construction of a public bituminous trail. The
Developer is responsible for 100% of grading and restoration for the trail. The Developer shall
receive a credit to the Park Dedication Fee for the City’s 3/8th share of the trail construction
costs (excluding grading and restoration) along Jurel Way, calculated as follows:
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$11,160.00 x 3/8 = $4,185.00
Jurel Way Trail Construction Cost
(excluding grading and restoration)
City’s Portion of Trail Total
Due to the construction of the temporary cul-de-sac at the east end of Jurel Way, the
Developer is not constructing the trail or sidewalk along Jurel Way to the east plat boundary.
The Developer shall provide the City with a cash escrow with the final plat for the future
construction and extension of the trail and sidewalk to the plat boundary at the time Jurel
Way is extended to the east, calculated as follows:
600 sf x $5/sf = $3,000.00
Future Sidewalk Quantity Cost per sf sidewalk Future Sidewalk Escrow
90 ft x $10.22/ft = $920.00
Future Trail length Cost per linear foot trail Future Trail Cost Total
$920 x 5/8 = $575.00
Future Bituminous Trail Cost Total Developer’s Cost Share Future Bituminous Trail
Escrow
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR::
Kenwood Hills is located within subdistrict OL-56110 of the Orchard Lake sanitary sewer
district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be
conveyed via existing public sanitary sewer to the MCES Lakeville/Farmington Interceptor
and continue to the Empire Wastewater Treatment Facility. The existing City-owned
downstream facilities have sufficient capacity to serve the residential development.
Development of Kenwood Hills includes public sanitary sewer construction. Sanitary sewer will
be extended within the subdivision from an existing sanitary sewer manhole located at the
intersection of Jurel Way and Jurel Court, northeast of the site. This work will require the
reconstruction of 285-feet of existing Jurel Way. The Developer shall provide a $65,000 security
with the final plat for the reconstruction of Jurel Way to the existing roadway section.
The Sanitary Sewer Availability Charge was previously assessed to the parent parcel and has
been paid.
The sanitary sewer located within the private drives will be constructed within a public
drainage and utility easement, as shown on the final plat plans.
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WWAATTEERRMMAAIINN::
Development of Kenwood Hills includes public watermain construction. Watermain will be
extended within the subdivision from an existing stub within Jurel Way located near the
northeast corner of the plat to provide service to the lots. The watermain located within the
private drives will be constructed within a public drainage and utility easement, as shown on
the final plat plans.
OOVVEERRHHEEAADD LLIINNEESS
An existing overhead high voltage transmission line centered in a 75-foot wide private easement
bisects the parent parcel from approximately the mid-point of the westerly plat boundary to the
northeast corner of the plat. The Developer is not responsible for undergrounding this overhead
utility because it is a transmission line, consistent with City ordinance; however development of
the site will require the replacement of a private utility structure due to the significant lowering of
the grade to accommodate the proposed site development. Xcel Energy has provided an
estimate of $168,000 to relocate the private utility structure. The Developer shall provide a
security to the City in this amount, or provide receipt that this has been paid, with the final plat.
The Developer has submitted a signed encroachment agreement between Xcel Energy and
the Developer demonstrating that they have the right and ability to construct, and the City
has the right to maintain, the proposed improvements within this private easement,
including public streets and utilities, stormwater management basins, private drives and
guest parking spaces, and landscaping.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
The final plat of Kenwood Hills lies within the Lake Marion and Orchard Lake Stormwater
Districts, as identified in the City’s Water Resources Management Plan. The northwest one
third of the plat lies within Orchard Lake Subdistrict OL-12B and the remaining southerly
portion of the plat lies within Lake Marion Subdistrict ML-42.
Development of Kenwood Hills includes the construction of public stormwater management
basins to collect and treat the stormwater runoff generated from the site. The stormwater
management basins will provide water quality treatment, volume reduction, skimming and rate
control of the stormwater runoff generated within the Kenwood Hills subdivision. The Developer
has submitted soil borings and double ring infiltrometer (DRI) testing results that
demonstrate that infiltration can be accomplished in the proposed locations. The stormwater
management basins will be located within Outlot A (to be deeded to the City with the final plat).
The final grading plan must identify all fill lots in which the building footings will be placed on
fill material. The grading specifications must indicate that all embankments meet FHA/HUD
79G specifications. The Developer shall certify to the City that all lots with building footings
placed on fill material are appropriately constructed. Building permits will not be issued until
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a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
The final grading plan identifies significantly lowering the existing grade of the parent parcel
and 160,000 cubic yards of material will be excavated and hauled off site. The excess material
shall be transported from the site via approved Dakota County haul routes and any material
that is tracked onto the City or County roadways shall be swept clear of debris at the end of
the work day. If any damage has been incurred to the existing Jurel Way roadway due to the
additional truck loading from the hauling of the excess material, the Developer shall repair
the roadway to its existing condition, subject to approval of the City Engineer.
A National Pollution Discharge Elimination System General Stormwater Permit for
construction activity is required from the Minnesota Pollution Control Agency for areas
exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit
Coverage must be submitted to the City upon receipt from the MPCA.
RREETTAAIINNIINNGG WWAALLLLSS
Development of Kenwood Hills includes the construction of two privately owned and
maintained retaining walls located in Common Lot 23, Block 2 and Common Lot 12, Block 3.
The retaining walls shall be located outside of the public drainage and utility easements. Any
retaining wall that is greater than 4-feet in combined height shall be designed by a registered
geotechnical or structural engineer, must be approved by the building official, and is subject
to issuance of a building permit. Additionally, any retaining wall that is greater than 10 feet in
height shall be concrete cast-in-place. All retaining walls must be designed and constructed
meeting MnDOT requirements.
SSTTOORRMM SSEEWWEERR
Development of Kenwood Hills includes public and private storm sewer construction. Public
storm sewer will be installed within the subdivision to collect and convey stormwater runoff
generated from within the public right-of-way and lots to the public stormwater
management basins located in Outlot A. Private storm sewer will be installed to collect and
convey stormwater runoff from the private drives and parking lots within the subdivision.
The public storm sewer located within the private drives will be located within a public
drainage and utility easement, as shown on the final plat plans.
Draintile construction is required in areas of non-granular soils within Kenwood Hills for the
street sub-cuts and lots. Any additional draintile construction, including perimeter draintile
required for building footings, which is deemed necessary during construction shall be the
Developer’s responsibility to install and finance.
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The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be
collected with the final plat. The Trunk Storm Sewer Area Charge is calculated as follows:
Gross Area of Kenwood Hills 771,983.00 s.f.
Less Area of Outlot A (Stormwater Management Basins) (-) 275,858.00 s.f.
Less Area of Outlot B (Wetland Complex) (-) 29,554.00 s.f.
Total = 466,571.00 s.f.
466,571.00 s.f. x $0.198/s.f. = $92,381.06
Net Area of Kenwood Hills 2015 Trunk Storm Sewer Area
Charge
Total
The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots
A and B to the City, consistent with City policy. The credit is based on the area of the outlots,
calculated at the rate of $5,500.00 per acre, and will be applied to the Kenwood Hills final plat
cash fees. The credit is calculated as follows:
(6.33 acres + 0.68 acres) x $5,500/acre = $38,555.00
Total Area of Outlots A and B Per Acre Credit Total
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
FFEEMMAA FFLLOOOODDPPLLAAIINN AANNAALLYYSSIISS
Kenwood Hills is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal
Emergency Management Agency (FEMA). Based on this designation, there are no areas in the
plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA.
WWEETTLLAANNDDSS
The wetland delineation for the site was conducted by Earth Science Associates, Inc. in June
2011. Eight wetlands were identified. The delineation was approved on July 22, 2011.
The wetland replacement plan by Kjolhaug Environmental Services Company, Inc. indicates
that 0.2621 acres of wetland impacts are necessary for the proposed housing project. The
required replacement ratio of 0.5242 acres is proposed to be withdrawn from the Thomas
Mariska Wetland Bank (Account No. 1473) in Waseca County Major Watershed #38 in Bank
Service Area #8. There are no credits available in Dakota County major watershed #38.
The Notice of Application for the replacement plan was sent out November 12, 2014.
Comments were received during the comment period and were addressed. The replacement
KKEENNWWOOOODD HHIILLLLSS FFIINNAALL PPLLAATT
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plan was approved with the condition that the OHWL be staked and reviewed by the DNR
before any grading on the site takes place.
Based on the information provided in the report dated 10/29/2014, the impacts indicated are
determined to be acceptable for use in implementing the Wetland Conservation Act. No
impacts can take place until the final withdrawal information has been received from BWSR.
It is the applicant’s responsibility to obtain proper wetland approvals from the USACE.
All remaining wetlands and wetland buffers will be placed in outlots and deeded to the City
with the final plat. Natural Area signs will be used to delineate the City owned wetlands and
wetland buffer areas from the lots and shall be installed by the Developer.
TTRREEEE PPRREESSEERRVVAATTIIOONN
A tree preservation plan was submitted for the site identifying the trees that will be removed
for the construction of the project. Any trees that are removed outside of the construction
limits will require a 2:1 replacement.
EERROOSSIIOONN CCOONNTTRROOLL
The erosion control plan was reviewed and includes the following:
• A gravel construction entrance shall be shown on the plan sheets and included in the
erosion control notes.
• A seed/mulch specification that meets City requirements.
• All 3:1 slopes will be seeded and stabilized with fiber blanket.
• Stormwater treatment areas will be graded first.
• Silt fence will be installed to protect offsite areas from sediment transport.
• Installation of erosion control at street curbs after utilities are installed.
• Erosion control blanket is shown on all pond slopes.
• Streets must be cleared of debris at the end of each day.
• Pond Maintenance: A maintenance schedule for the first 2 years must be included in the
plans. This must include mowing 2 to 3 times, 30 days apart during the first year with the
mower deck about 6-8” off the ground. The second year, the pond areas must be mowed
once before weeds set their seeds. This will reduce weed establishment and help
stimulate the desirable vegetation. This will cut down on maintenance in the long-term.
• Inlet protection is identified on the plans.
• Avoid compaction of infiltration areas by keeping heavy equipment out of basin areas
during excavation.
• Temporary checks and erosion control blanket are shown in swales and ditches.
KKEENNWWOOOODD HHIILLLLSS FFIINNAALL PPLLAATT
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Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water District. Additional measures
shall be installed and maintained by the developer.
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer-installed
improvements relating to Kenwood Hills. Construction costs are based upon estimates
submitted by the Developer’s engineer on February 9, 2015.
CONSTRUCTION COSTS
Sanitary Sewer $ 161,649.00
Watermain 179,536.00
Storm Sewer 108,566.00
Street Construction 420,341.00
Erosion Control, Stormwater and Infiltration Basins,
Restoration, Grading and Grading Certification
330,750.00
SUBTOTAL - CONSTRUCTION COSTS $ 1,200,842.00
OTHER COSTS
Developer’s Design (6.0%) $72,050.52
Developer’s Construction Survey (2.5%) 30,021.05
City’s Legal Expense (0.5%) 6,004.21
City Construction Observation (7.0%) 84,058.94
Developer’s Record Drawing (0.5%) 6,004.21
Removal, Reconstruction and Restoration of Jurel Way 65,000.00
Relocate Private Utility Structure 168,000.00
Landscaping 82,055.90
Tree Preservation 10,000.00
Natural Area Signs 3,300.00
Wetland Replacement 25,000.00
Street Lights 7,200.00
Lot Corners/Iron Monuments 5,000.00
SUBTOTAL - OTHER COSTS $563,694.83
TOTAL PROJECT SECURITY $ 1,764,536.83
The street light security totals $7,200 which consists of six post-top street lights at $1,200
each.
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the final plat. The security is $100.00 per lot and outlot for a total of
$5,000.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all
irons have been placed following site grading, street and utility construction.
KKEENNWWOOOODD HHIILLLLSS FFIINNAALL PPLLAATT
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CCAASSHH FFEEEESS
A cash fee for traffic control signs is due with Kenwood Hills. Street signing consists of two
stop sign and street blade combinations with no outlet blades at $450.00 each, three 9-
button delineator signs at $100.00 each, and one future thru street sign at $75.00 for a total of
$1,275.00. If the street signs are installed during frost conditions, the Developer shall pay an
additional $150.00 for each street sign location.
A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat
approval and is calculated as follows:
45 units x $8.14/unit/qtr. x 4 qtrs. = $1,465.20
Dwelling Units Streetlight Operating Fee Total
A cash fee for one-year of surface water management expenses shall be paid at the time of
final plat approval and is calculated as follows:
45 units x $7.00/unit/qtr. x 4 qtrs. = $1,260.00
Dwelling Units Surface Water Management Fee Total
A cash fee for the preparation of record construction drawings and for upgrading the City
base map shall be paid at the time of final plat approval and is calculated as follows:
50 units
x $75.00/unit
= $3,750.00
Lots/Outlots City Base Map Updating Fee Total
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in either .dwg (AutoCAD) or .dxf format.
The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $36,025.26.
CASH REQUIREMENTS
Park Dedication Fee $ 170,145.00
Trunk Storm Sewer Area Charge 92,381.06
Future Removal of Temporary Cul-de-sac 2,000.00
Future Sidewalk Escrow 3,000.00
Future Trail Escrow 575.00
Traffic Control Signs 1,275.00
Streetlight Operating Fee 1,465.20
Surface Water Management Fee 1,260.00
KKEENNWWOOOODD HHIILLLLSS FFIINNAALL PPLLAATT
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City Base Map Updating Fee 3,750.00
City Engineering Administration (3.00%) 36,025.26
SUBTOTAL - CASH REQUIREMENTS $311,876.52
CREDITS TO THE CASH REQUIREMENTS
Trail Construction along Jurel Way $ 4,185.00
Outlots A and B (Deeded to the City) (Trunk Storm Sewer) (+) 38,555.00
SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS = $42,740.00
TOTAL CASH REQUIREMENTS $269,136.52
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Kenwood Hills final plat, final grading plan, final
erosion control plan, final utility plan and final tree preservation plan subject to the
requirements and stipulations of this report.