CC Staff ReportCC DATE: January 23, 2023
CITY OF CHANHASSEN
REVIEW DEADLINE: Feb 12,2023
CASE #: 2022-16
BY: MYW, EH, JR, JS
SUMMARY OF REQUEST: Request for approval of a Metes and Bounds subdivision of 1.17
acres located at 6730 Golden Court, Carver County, Minnesota into two single-family lots.
LOCATION:6730 Golden Court
APPLICANT: Schutrop Building & Development
Marty Schutrop
540 Lakota Lane
Chaska, MN 55318
PRESENT ZONING: Single-Family Residential
RSF)
2040 LAND USE PLAN: Residential Low Density
ACREAGE:1.17 acres DENSITY:1.71 net units
per acre.
Level of City Discretion in Decision-Making:
The city’s discretion in approving or denying a subdivision is limited to whether or not the
proposed subdivision meets the standards outlined in the Subdivision Regulations and Zoning
Ordinance. If it meets these standards, the city must approve the subdivision. This is a quasi-
judicial decision.
PROPOSAL/SUMMARY
The applicant is proposing splitting an l.17 acre parcel zoned Single-Family Residential and
guided for Residential Low Density development into two lots. The minimum lot area and
dimensions for both proposed parcels meet the requirement of the city’s zoning code, though
portions of the existing driveway will need to be removed to avoid creating a nonconforming
driveway configuration.The proposed subdivision is consistent with the conceptual development
plan for the neighborhood and falls within the density range established by the 2040 Land Use
Plan.
PROPOSED MOTION:
The Chanhassen City Council approves the resolution approving a Metes and Bounds subdivision
creating two single-family lots subject to the conditions of approval, and adopts the findings of
fact and decision.”
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Approving the subdivision would create one additional buildable lot which would have access to
a public street and municipal services. The proposed subdivision would establish new drainage
and utility easements as well as easements protecting the wetlands on the property and associated
buffers. The proposed amount of canopy cover preserved exceeds the minimum required by city
code.
Given the above, it is staff’s assessment that the proposed subdivision, subject to the conditions
of approval, meets the requirements of the subdivision regulations and zoning ordinance.
APPLICABLE REGULATIONS
Chapter 18, Subdivisions
Chapter 20, Article VI, Wetland Protection
Chapter 20, Article XII, “RSF” Single-Family Residential District
Chapter 20, Article XXIV, Division 2, Section 1122 “Access and Driveways”
BACKGROUND
The house on the property was constructed in
1969.
Development in this area was first
contemplated in 1995 when city staff created
Alternative Development Proposals for the
neighborhood in response to a proposal for
what would become the Golden Glow Acres
Subdivision. Five options were considered
with an option including a combination of
private streets and a public road with a cul-
de-sac ultimately being selected as the
preferred development scenario. As the
graphic to the right shows, development in
the area has been largely consitent with the
concept plan. There are four properties
remaining that are eligible for future
subdivions, including the subject parcel
which is highlighted in the graphic. The
proposed lot split is in line with what was
envisioned in the 1995 concept plan.
Current Lot Lines Concept Development
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EXISTING CONDITIONS
SITE CONSTRAINTS
Bluff Creek Corridor
This property is not located within the Bluff Creek Overlay District.
Wetland Protection
There is a small Manage 2 wetland along the northern property line. This wetland requires a 20-
foot wetland buffer with associated 30-foot primary and 15-foot accessory structure setbacks
from the edge of the wetland buffer.
While not a wetland, a drainage way protected by a 20-foot drainage and utility easement also
transverses the parcel.
Bluff Protection
There are no bluffs on the property. The property slopes from a high point of 1004 on the near
the center of eastern property line to a low point of 990 along the drainage way in the southwest
corner of the property, with the northwest corner sloping upwards from the drainage way to an
elevation of 1000.
Shoreland Management
The property is not located within a shoreland protection district.
Floodplain Overlay
This property is not within a floodplain.
SUBDIVISION REVIEW
The applicant is requesting a metes and bounds subdivision to create two lots. The lots are
proposed to be served via Golden Court.
Both the proposed lots meet the minimum area, width and depth requirements of the Zoning
Ordinance. Parcel B contains an existing single-family home.
Staff notes that the proposal is consistent with the Comprehensive Plan and the Zoning Ordinance.
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EASEMENTS
The subject property located at 6730 Golden Court has existing public and private easements as
identified on the Existing Condition Survey provided by Civil Methods, Inc. and dated
December 7, 2022. A 20-foot-wide public drainage and utility easement (DUE) per Doc. No.
A393558 follows the existing drainage way which traverses across the property from the
northeast corner to the southwest corner. This easement will remain as it is in accordance with
Sec. 18-76(c) of City Ordinance. A 20 by 12-foot private access easement per Doc. No. A477799
is located adjacent to the northeast corner and to the benefit of the subject property. It is strongly
recommended that this private access easement be reviewed by the applicant and the abutting
property owner to the north, 6710 Golden Court, to ensure that it is still required and if not, that
it be released.
As the subject property has never been platted there aren’t typical public DUEs as defined by
Sec. 18-76(b). However, the applicant is proposing to record DUEs as illustrated and described
on the Proposed Property Division plan provided by Demars-Gabriel Land Surveyors, Inc., dated
August 16, 2022, that meet City Ordinance. As the new property lines will be encumbered by
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DUEs, any approved encroachments, existing or proposed, associated with the subdivision shall
be required to enter into an encroachment agreement in accordance with Sec. 20-923. One
additional encroachment subject to this requirement is illustrated on the plans as an existing
retaining wall within the Golden Court right-of-way abutting proposed Parcel A.
Lastly, the applicant is proposing to record additional easements over an existing wetland located
near the northeast corner of the property; this is discussed in greater detail in the “Wetlands”
section of this report.
GRADING
The applicant is proposing minimal grading for the proposed house on Parcel A. The
preliminary grading plans indicate that drainage will be routed away from the proposed new
housing pad as well as the existing home on Parcel B in accordance with City Ordinances.
Additional grading is proposed in order to construct a drainage swale to direct stormwater runoff
associated with the subdivision to a rain garden located on the south of the subject property. It is
a requirement to treat and manage the stormwater within the subdivision which is discussed in
greater detail in the “Storm Water Management” section of this report.
RETAINING WALLS
The applicant is proposing the construction of one retaining wall on Parcel A. Based on the
provided plans it would appear the retaining wall will be over four feet in height as measured
from the bottom of the foundation to the top of the wall. If any retaining wall exceeds four feet in
height, plans prepared by a registered engineer or landscape architect shall be submitted with the
building permit for review and approval. As discussed under “Easements” of this report, any
encroachments within public easements will require an encroachment agreement, including the
portion of the proposed retaining wall on Parcel A located within the proposed 10-foot front yard
public drainage and utility easement if it is to remain. All conditions associated with the
retaining wall shown on Parcel A will be addressed during the building permit review.
SANITARY SEWER AND WATER MAIN
The proposed subdivision has access to adequate public sanitary and water service from the
existing eight-inch PVC sanitary main and six-inch DIP water main within Golden Court right-
of-way. The plans provided by the applicant, dated December 7, 2022, prepared by Kent E.
Brander with Civil Methods, Inc., do not illustrate or depict any sanitary or water services to
Parcel A or B, however it is clear that the intent would be to utilize existing service laterals
previously stubbed to the property in association with the build-out of the area (Project #2003-
10). The applicant and their engineer must work with city staff in amending the construction
plans to fully satisfy staff concerns. Final construction plans will be subject to review and
approval by staff. As utilities were brought to the subdivision by private development, the lateral
charges will not be applicable. However, due to the age of these services and prior to connecting
to the existing service taps, their serviceability shall be verified. All additional conditions
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associated with these service lines will be addressed during the building permit review and will
be required to adhere to the most recent edition of the City’s Standard Specifications and Detail
Plates.
ASSESSMENTS
Water and sewer partial hookups are due at the time of recording of the subdivision. The partial
hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees
are due with the building permit. Based on the proposal the following fees will be collected prior
to recording of the subdivision (these are 2022 rates and are subject to change in 2023):
a) Partial hookup fees: a Water Hook-Up of $2,563 and a Sewer Hook-Up of $691.00
b) Surface water development fee: $10,026.02
c) Park dedication fee: $5,800.00
SURFACE WATER RESOURCES
One wetland was delineated onsite by Kjolhaug Environmental Services in the northeast corner
of the site. The associated wetland report was approved by the Wetland Conservation Act
technical evaluation panel on July 22, 2022. The wetland is not downgradient from and will not
be disturbed as part of the project, however previous work on the site during the summer of 2022
disturbed the buffer area. Furthermore, during the WCA site visit large amounts of buckthorn
were observed within the buffer area shown in the proposed plans. As such, the existing buffer
area is denied and the applicant must submit a wetland buffer landscaping plan as defined in Sec.
20-412(h). The buffer landscaping plan including permanent buffer monuments must be
approved by the water resources engineer and installed with the project.
The proposed plans and survey show a conservation easement over the wetland and buffer area
that is generally consistent with Sec. 20-412, however the easement area should be converted to
a drainage and utility easement Sec. 20-412(a). The wetland and buffer easement overlaps the
drainage easement for the channel which is part of the city’s municipal separate storm sewer
system (MS4). The city must be able to maintain stormwater infrastructure including drainage
channels for the safety of its residents. As such, the conservation easement shall be changed to a
drainage and utility easement which will still act to protect the wetland and buffer areas.
EROSION AND SEDIMENT CONTROL
The proposed development will disturb 0.59 acres which does not exceed the one (1) acre of
disturbance and will, therefore, not require the General Permit Authorization to Discharge
Stormwater Associated with Construction Activity Under the National Pollution Discharge
Elimination/State Disposal System (NPDES Construction Permit). The project does exceed the
5,000 square foot threshold requiring an Erosion and Sediment Control Plan per City Ordinance.
The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP)
to the city for review. The SWPPP is a required submittal element for the development along
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with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City
Ordinance. The SWPPP and ESCP were reviewed and determined to be consistent with city
ordinance. The SWPPP will need to be updated per city comments, as the plans are finalized,
when the contractor and their sub-contractors are identified, and as other conditions change. All
erosion control shall be installed and inspected prior to initiation of site grading activities. Lastly,
a security in the amount of $12,940.00 based on the Opinion of Probable Construction Cost,
dated December 28, 2022, provided by Civil Methods, Inc., shall be provided for grading, site
restoration, erosion control and wetland buffer re-establishment prior to the recording of the
subdivision.
STORMWATER MANAGEMENT
Article VII, Chapter 19 of city code describes the required storm water management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of site
plans, subdivisions and water management features.” These standards include water quality
treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total
phosphorous (TP), and runoff rate control for the 2-, 10-, and 100-year storm events. The
proposed development is located within the Riley Purgatory Bluff Creek Watershed District
RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater
Management Report dated August 30, 2022, was submitted by the applicant to the city and
watershed district as part of the final plat review. Conditional approval from the RPBCWD was
received on the final plat.
RPBCWD requires volume abstraction of 1.1 inches of runoff from all new or disturbed
impervious on the parcel for new development. Due to the 0.1 acres of regulated proposed
impervious, 414 cubic feet of volume abstraction is required. The proposed raingarden provides
451 cubic feet of treatment volume, meeting the RPBCWD volume abstraction requirement.
Because the site is providing more volume abstraction than is required, the proposed project is
meeting the water quality rules.
Three soil borings were performed by Interstate Geotechnical Engineering, Inc. and were used to
confirm the soil types and that the required minimum three feet separation to groundwater was
provided at the proposed raingarden location. Additionally, results from a double ring
infiltrometer test were submitted which showed an average infiltration rate of 0.52 in/hr. The
development is using a design infiltration rate of 0.3 in/hr. which is in line with the geotechnical
information provided for review.
The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD
models were reviewed and were found to be consistent with the plans. The modeling shows the
site’s proposed discharge rates match existing discharge rates for the 2-, 10- and 100-year
rainfall events modeled.
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As outlined in the City’s Surface Water Management Plan adopted in December 2018, the city
requires at least three feet of freeboard between a building elevation and adjacent ponding
features. The high-water level of the proposed raingarden and wetland are 990.7 and 992.8,
which provides the required three feet of separation to adjacent ponding features for the proposed
and existing home low floor elevations (995.8 and 995.5 respectively).
The biofiltration basin/raingarden is located on Parcel B and will be privately owned and
therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. A
draft stormwater maintenance plan and checklist were provided for review. The applicant must
revise the operations and maintenance plan based on City comments and provide a signed O&M
Agreement with the city prior to the initiation of construction activities onsite.
It is critical that BMPs are built correctly and function as designed after site construction is
complete to protect downstream water resources. A security in the amount of $2,900 associated
with the cost of the BMP construction provided by the engineer’s estimate shall be provided for
onsite BMP and close out prior to the recording of the subdivision. The security shall be released
when as-builts are received and the BMP is approved by the water resources engineer as
functioning per plan. Infiltration and/or drawdown tests are typical for BMP closeouts along with
ensuring the entire site has proper vegetative cover.
SURFACE WATER MANAGEMENT FEES
Section 4-30 of City Code sets out the fees associated with surface water management. A water
quality and water quantity fee are collected with a subdivision. These fees are based on land use
type and are intended to reflect the fact that the more intense the development type, the greater
the degradation of surface water.
This fee will be applied to the entire subdivision. It is calculated as shown in the table below
these are the 2022 rates and are subject to change in 2023):
LANDSCAPING AND TREE PRESERVATION
The applicant for the development of 6730 Golden Court has submitted tree canopy coverage
and preservation calculations. They are as follows:
Total upland area 1.17 ac. or 51,160 SF
Baseline canopy coverage 67.8% or 34,699 SF
Minimum canopy coverage required 46% or 23,533 SF
Proposed tree preservation 58.1% or 29,726 SF
PER ACRE FEE ACRES FEE
8,830 1.17 10,331.10$
8,830 0.034550046 (305.08)$
1.135449954 10,026.02$
AREA
GROSS AREA
WETLAND & BUFFER (in conservation easement)
NET AREA
SURFACE WATER
DEVELOPMENT FEE
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The development meets minimum canopy coverage preservation requirements. The applicant is
proposing to save three trees near the proposed building pad on Parcel A. If these trees are
damaged or removed due to construction, they must be replanted with a new tree on the lot. It is
recommend that the trees be protected with fencing during all construction activity.
PARKS & RECREATION
The quality and number of recreational facilities in a community directly contributes to its quality of
life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As
the City of Chanhassen has developed and increased in population, more pressure and attention has
been given to providing recreational opportunities for our residents. Increased leisure time, health
awareness, greater mobility, and high disposable incomes have all contributed to the increased
demand for recreational activities. The challenge of the next century will be to provide facilities for
a growing and diverse population.
Parks can be defined as public areas that provide active or passive-oriented recreational facilities. A
significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is
not used for buildings or other structures and is left in a natural state. Parks and open space perform
diverse functions such as: meeting physical and psychological needs, enhancing and protecting the
resource base, enhancing real estate values, and providing a positive impact on economic
development.
Parks
The goal of neighborhood parks is to provide informal recreational opportunities close to where
people live. Chanhassen operates under the standard that all residents should be within walking
distance, or a half mile, of a neighborhood park. The proposed development is located within ½
mile of Curry Farms Park and Carver Beach Park.
Trails
The city’s goal is to maintain a comprehensive and easily navigable trail and sidewalk system
that connects neighborhoods to park and recreation facilities, schools, community destinations
and other communities.
Park and Trail Conditions of Approval
Park Dedication Fees shall be collected at the rate enforced upon the date of approval for the new
single family lot. The 2023 Park Dedication fee is $5,800 per single family lot.
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MISCELLANEOUS
The proposed subdivision has adequate access to both
Parcels A and B from the existing public street known as
Golden Court. The applicant has proposed to remove a
majority of the existing driveway to accommodate the
construction of the new home on Parcel A. The new
driveway and remaining portions of the existing driveway
must adhere to Sec. 20-1122 of City Ordinance. Upon
submittal of the building permit, plans shall be updated to
incorporate the requirements of Sec. 20-1122 which include,
but aren’t limited to, adjusting the width of Parcel A’s
driveway to a maximum of 24 feet at the property line and
maintaining a minimum of a 5-foot side yard setback for the
entirety of each driveway. An escrow equal to the amount of 110 percent of the estimated cost of
removing the existing driveway from Parcel A and bringing the remaining portion of the
driveway into compliance with Sec. 20-1122 of the city code will be required, and this work
must be completed within six months of the approval of the subdivision.
COMPLIANCE TABLE
Setbacks: Front - 30 ft., Side - 10 ft., Rear - 30 ft.
From Wetland Buffer: 30 ft. primary structure, 15 ft. accessory structure.
RECOMMENDATION
Staff recommends approval of the metes and bounds subdivision creating two single-family lots,
as shown in plans prepared by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022 and
revised December 15, 2022, subject to the following conditions:
Building:
1. A building permit must be obtained prior to demolishing any structures on the site and
before beginning any construction on the site.
Area
sq. ft.)
Frontage
ft.)
Depth
ft.)
Lot Cover
Notes% impervious (sq. ft.)/
pervious (sq. ft.)
Code 15,000 90 125 25% (3,750 sq. ft.)/5% (750)
Parcel A 26,709 123.8 215.7 25% (6,677)/5% (1,335)Wetland present
Parcel B 24,451 120.4 158.13 25% (6,112)/5% (1,222)
Approximately 3,144 sq. ft. (12.85%)
impervious to remain with existing
home and drive.
Total 51,160 1.17 acres
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2. Building plans must provide sufficient information to verify that proposed building meets
all requirements of the Minnesota State Building Code, additional comments or
requirements may be required after plan review
3. Retaining walls (if present) more than four feet high, measured from the bottom of the
footing to the top of the wall, must be designed by a professional engineer and a building
permit must be obtained prior to construction. Retaining walls (if present) under four feet
in height require a zoning permit.
Engineering/Water Resources:
1. Public drainage and utility easements shall be recorded prior to, or concurrently with, the
recording of the subdivision in accordance with the Proposed Property Division plan
drafted by Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022.
2. The applicant shall enter into an encroachment agreement for the existing retaining wall
within Golden Court right-of-way abutting Parcel A prior to, or concurrently with, the
recording of the subdivision and public easements. All other encroachments within
public easements will be reviewed at the time of building permit reviews.
3. A security in the amount of $12,940.00 shall be provided for grading, site restoration,
erosion control and wetland buffer re-establishment prior to the recording of the
subdivision.
4. The applicant and their engineer must work with City staff in amending the construction
plans, dated December 7, 2022, prepared by Kent E. Brander with Civil Methods, Inc. to
fully satisfy staff concerns. Final construction plans will be subject to review and
approval by staff prior to recording of the subdivision.
5. Prior to connecting to the existing service laterals, their serviceability shall be verified.
For sanitary sewer, this shall be accomplished via CCTV which will be provided to the
City’s Engineering Department for review prior to connection.
6. The development fees associated with this subdivision shall be paid prior to recording of
the subdivision. Fees are based on rates in effect at the time of recordation and for 2022
they total $19,080.02, and are enumerated as such:
a. Partial hookup fees: a Water Hook-Up of $2,563.00 and a Sewer Hook-Up of
691.00
b. Surface water development fee: $10,026.02
c. Park dedication fee: $5,800.00
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7. The applicant shall update the Operations and Maintenance plan based on city comments
and enter into an Operations and Maintenance Agreement for the privately owned
stormwater facilities onsite which shall be recorded prior to the recording of the
subdivision.
8. The conservation easement shall be changed to a drainage and utility easement.
9. The applicant must submit a wetland buffer landscaping plan as defined in Sec. 20-
412(h). The buffer landscaping plan including permanent buffer monuments must be
approved by the water resources engineer and installed with the project.
10. A security in the amount of $2,900 shall be provided for onsite BMP construction and
close out prior to the recording of the subdivision. The security shall be released when as-
builts are approved and the BMP/site is approved by the water resources engineer as
constructed per plan.
Environmental Resources:
1. Tree preservation fencing must be installed at the dripline or the furthest point possible
from the trunk around trees #94, #95, and #180.
2. If trees #94, #95, or #180 are damaged or removed due to construction, they must be each
be replaced with a 2.5” overstory shade tree or eight foot high conifer.
Parks & Recreation:
1. Park Dedication fees in the amount of $5,800 shall be paid prior to recording the
subdivision.
Planning:
1. The existing driveway on Parcel A shall be removed and the existing driveway on Parcel
B shall be brought into compliance with Section 20-1122 of the City Code. An escrow of
110% of the estimated removal cost for the required sections of the existing driveway
must be received prior to recording, and the required sections of the existing driveway
must be removed within six months of the approval of this subdivision.
And adoption of the Findings of Fact and Decision.
ATTACHMENTS
1. Findings of Fact and Decision
2. Resolution
3. Eng/WRE Memo
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4. Development Review Application
5. Survey
6. Tree Inventory
7. Grading and Erosion Control Plans
8. Affidavit Public Hearing Notice and Mailing List
g:\plan\2022 planning cases\22-16 6730 golden court\staff report 6730 golden court metes and bounds.docx
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CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: January 23, 2023 RESOLUTION NO: 2023-XX
MOTION BY: SECONDED BY:
A RESOLUTION APPROVING A METES AND BOUNDS SUBDIVISION
SCHUTROP BUILDING & DEVELOPMENT, 6730 GOLDEN COURT
WHEREAS, Schutrop Building & Development has requested approval of a metes and
bounds subdivision creating two single-family lots on property in Chanhassen described as:
The north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the
Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota,
Excepting therefrom the following:
Commencing at the southeast corner of said property; thence northerly along the easterly line of said
property, for a distance of 55.2 feet to the true point of beginning; thence southerly along said
easterly line to the southeast corner of said property; thence westerly along the southerly boundary
of said property for a distance of 25 feet; thence northeasterly to the true point of beginning; and
WHEREAS, the property is guided for Residential Low Density use; and
WHEREAS, the property is zoned Single-Family Residential district, RSF; and
WHEREAS, the proposed metes and bounds subdivision complies with all requirements of
the Chanhassen City Code; and
WHEREAS, the proposed metes and bounds subdivision adequately provides for water
supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by
the city; and
WHEREAS, the proposed metes and bounds subdivision is consistent with the Chanhassen
Comprehensive Plan and Zoning ordinance.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
approves a metes and bounds subdivision consisting of two tracts, Parcels A and B, subject to the
following conditions of approval:
Building:
1. A building permit must be obtained prior to demolishing any structures on the site and before
beginning any construction on the site.
2. Building plans must provide sufficient information to verify that proposed building meets all
requirements of the Minnesota State Building Code, additional comments or requirements may
be required after plan review.
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3. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to
the top of the wall, must be designed by a professional engineer and a building permit must be
obtained prior to construction. Retaining walls (if present) under four feet in height require a
zoning permit.
Engineering/Water Resources:
1. Public drainage and utility easements shall be recorded prior to, or concurrently with, the
recording of the subdivision in accordance with the Proposed Property Division plan drafted by
Demars-Gabriel Land Surveyors, Inc., dated August 16, 2022.
2. The applicant shall enter into an encroachment agreement for the existing retaining wall within
Golden Court right-of-way abutting Parcel A prior to, or concurrently with, the recording of the
subdivision and public easements. All other encroachments within public easements will be
reviewed at the time of building permit reviews.
3. A security in the amount of $12,940.00 shall be provided for grading, site restoration, erosion
control and wetland buffer re-establishment prior to the recording of the subdivision.
4. The applicant and their engineer must work with city staff in amending the construction plans,
dated December 7, 2022, prepared by Kent E. Brander with Civil Methods, Inc. to fully satisfy
staff concerns. Final construction plans will be subject to review and approval by staff prior to
recording of the subdivision.
5. Prior to connecting to the existing service laterals, their serviceability shall be verified. For
sanitary sewer, this shall be accomplished via CCTV which will be provided to the city’s
Engineering Department for review prior to connection.
6. The development fees associated with this subdivision shall be paid prior to recording of the
subdivision. Fees are based on rates in effect at the time of recordation and for 2022 they total
19,080.02, and are enumerated as such:
a. Partial hookup fees: a Water Hook-Up of $2,563.00 and a Sewer Hook-Up of $691.00
b. Surface water development fee: $10,026.02
c. Park dedication fee: $5,800.00
7. The applicant shall update the Operations and Maintenance plan based on city comments and
enter into an Operations and Maintenance Agreement for the privately owned stormwater
facilities onsite which shall be recorded prior to the recording of the subdivision.
8. The conservation easement shall be changed to a drainage and utility easement.
9. The applicant must submit a wetland buffer landscaping plan as defined in Sec. 20-412(h).
10. The buffer landscaping plan including permanent buffer monuments must be approved by the
water resources engineer and installed with the project.
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11. A security in the amount of $2,900 shall be provided for onsite Best Management Practices
BMP) construction and close out prior to the recording of the subdivision. The security shall be
released when as-builts are approved and the BMP/site is approved by the water resources
engineer as constructed per plan.
Environmental Resources:
1. Tree preservation fencing must be installed at the dripline or the furthest point possible from the
trunk around trees #94, #95, and #180.
2. If trees #94, #95, or #180 are damaged or removed due to construction, they must each be
replaced with a 2.5-inch overstory shade tree or 8-foot high conifer.
Parks & Recreation:
1. Park Dedication fees in the amount of $5,800 shall be paid prior to recording the subdivision.
Planning:
1. The existing driveway on Parcel A shall be removed and the existing driveway on Parcel B shall
be brought into compliance with Section 20-1122 of the City Code. An escrow of 110% of the
estimated removal cost for the required sections of the existing driveway must be received prior
to recording, and the required sections of the existing driveway must be removed within six
months of the approval of this subdivision.
And adoption of the Findings of Fact and Decision.
PASSED AND ADOPTED by the Chanhassen City Council this 23rd day January of 2023.
ATTEST:
Kim Meuwissen, City Clerk Elise Ryan, Mayor
YES NO ABSENT
379
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND DECISION
IN RE:
Application of Schutrop Building & Development for Subdivision approval.
On January 23, 2023, the Chanhassen City Council met at its regularly scheduled meeting to
consider the application of Schutrop Building & Development for approval of a metes and
bounds subdivision of property into two lots. The City Council conducted a public hearing on
the proposed subdivision preceded by published and mailed notice. The City Council heard
testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Single-Family Residential district, RSF.
2. The property is guided in the 2040 Comprehensive Land Use Plan for Residential Low
Density uses.
3. The legal description of the property is:
The north 240 feet of the south 674 feet of the west 215 feet of the Northwest Quarter of the
Southeast Quarter of Section 2, Township 116 North, Range 23 West, Carver County,
Minnesota, Excepting therefrom the following:
Commencing at the Southeast corner of said property; thence northerly along the easterly line
of said property, for a distance of 55.2 feet to the true point of beginning; thence southerly
along said easterly line to the southeast corner of said property; thence westerly along the
southerly boundary of said property for a distance of 25 feet; thence northeasterly to the true
point of beginning.
4. The Subdivision Ordinance directs the City Council to consider seven possible adverse
effects of the proposed subdivision. The seven (7) effects and our findings regarding them
are:
a. The proposed subdivision is consistent with the zoning ordinances;
Finding:The proposed lots meet or exceed the minimum standards established by the
Single Family Residential District, and the proposed lots incorporate buffers and setbacks as
required by the Wetland Protection Ordinance. No conflicts were found between the zoning
ordinance and the proposed subdivision.
b. The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the city's Comprehensive Plan;
380
2
Finding:The proposed subdivision is consistent with the property’s guidance under the
city’s 2040 Comprehensive Plan and aligns with following polices and goals:
1) Land Use:
a. Create a mixture of development capable of providing a high quality of life
and a reliable tax base;
b. Encourage development within the MUSA;
c. Support low density residential development in appropriate areas of the
community in such a manner as to maintain the aesthetic of existing single-
family areas, and to create new neighborhoods of similar character and quality;
and
2) Housing:
a. Provide housing opportunities for all residents, consistent with the identified
community goals;
b. Housing development that respects the natural environment of the community
while striving to accommodate the need for a variety of housing types and costs;
c. and the city shall require development within the density range given by the
Comprehensive Plan;
No conflicts were found between the proposed subdivision applicable city, county, and
regional plans.
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater
drainage are suitable for the proposed development;
Finding:The aforementioned physical characteristics of the site are conducive to residential
low density development.
d. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by the
subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19;
Finding:Public water and sewer services, as well as access to a public street, are present
and development is proposing erosion control, stormwater, and other improvements that
meet the requirements of the City Code.
e. The proposed subdivision will not cause significant environmental damage;
Finding:The proposed subdivision is not expected to cause significant environmental
damage.
f. The proposed subdivision will not conflict with easements of record; and
381
3
Finding:The proposed subdivision will not conflict with existing easements and the
applicant will grant additional easement along the proposed lot lines and over the property’s
wetland area.
g. The proposed subdivision is not premature since adequate infrastructure is available. A
subdivision is premature if any of the following exists:
1). Lack of adequate stormwater drainage.
Finding:The proposed stormwater BMPs meet the requirements of the city code.
2). Lack of adequate roads.
Finding:Access is provided by an existing public street.
3). Lack of adequate sanitary sewer systems.
Finding:The property will be served by the city’s sanitary sewer system
4). Lack of adequate off-site public improvements or support systems.
Finding:The proposed subdivision has access to adequate off-site public improvements and
support system.
5.The planning report #2022-16 dated January 23, 2023, prepared by MacKenzie Young-
Walters, et al, is incorporated herein.
DECISION
The City Council approves the resolution approving the metes and bounds subdivision
creating two single-family lots subject to the conditions of the planning report.
ADOPTED by the Chanhassen City Council this 23rd day of January, 2023.
CHANHASSEN CITY COUNCIL
BY:___________________________________
Its: Mayor
g:\plan\2022 planning cases\22-16 6730 golden court\findings of fact and decision.docx
382
Memorandum
To:MacKenzie Young-Walters, Associate Planner
From:Erik Henricksen, Project Engineer
Joe Seidl, Water Resources Engineer
CC: Charles Howley, Public Works Director/City Engineer
George Bender, Assistant City Engineer
Manuel Jordan, Environmental Resource Specialist
Charlie Burke, Public Works Operations Manager
Date:1/13/2023
Re:6730 Golden Court Metes and Bounds Subdivision Review –
Planning Case No. 2022-16
EASEMENTS
The subject property located at 6730 Golden Court has existing public and private easements as
identified on the Existing Condition Survey provided by Civil Methods, Inc. and dated
12/7/2022. A 20-foot-wide public drainage and utility easement (DUE) per Doc. No. A393558
follows the existing drainage way which traverses across the property from the northeast corner
to the southwest corner. This easement will remain as it is in accordance with Sec. 18-76(c) of
City Ordinance. A 20 by 12-foot private access easement per Doc. No. A477799 is located
adjacent to the northeast corner and to the benefit of the subject property. It is strongly
recommended that this private access easement be reviewed by the applicant and the abutting
property owner to the north, 6710 Golden Court, to ensure that it is still required and if not that it
be released.
As the subject property has never been platted there aren’t typical public DUEs as defined by
Sec. 18-76(b). However, the applicant is proposing to record DUEs as illustrated and described
on the Proposed Property Division plan provided by Demars-Gabriel Land Surveyors, Inc., dated
8/16/2022, that meet City Ordinance. As the new property lines will be encumbered by DUEs,
any approved encroachments, existing or proposed, associated with the subdivision shall be
required to enter into an encroachment agreement in accordance with Sec. 20-923. One
383
additional encroachment subject to this requirement is illustrated on the plans as an existing
retaining wall within the Golden Court right-of-way abutting proposed Parcel A.
Lastly, the applicant is proposing to record additional easements over an existing wetland located
near the northeast corner of the property; this is discussed in greater detail in the “Wetlands”
section of this report.
WETLANDS
One wetland was delineated onsite by Kjolhaug Environmental Services in the northeast corner
of the site. The associated wetland report was approved by the Wetland Conservation Act
technical evaluation panel on July 22, 2022. The wetland is not downgradient from and will not
be disturbed as part of the project, however previous work on the site during the summer of 2022
disturbed the buffer area. Furthermore, during the WCA site visit large amounts of buckthorn
were observed within the buffer area shown in the proposed plans. As such the existing buffer
area is denied and the applicant must submit a wetland buffer landscaping plan as defined in Sec.
20-412(h). The buffer landscaping plan including permanent buffer monuments must be
approved by the water resources engineer and installed with the project.
The proposed plans and survey show a conservation easement over the wetland and buffer area
that is generally consistent with Sec. 20-412, however the easement area should be converted to
a drainage and utility easement Sec. 20-412(a). The wetland and buffer easement overlaps the
drainage easement for the channel which is part of the City’s municipal separate storm sewer
system (MS4). The city must be able to maintain stormwater infrastructure including drainage
channels for the safety of its residents. As such, the conservation easement shall be changed to a
drainage and utility easement which will still act to protect the wetland and buffer areas.
GRADING & DRAINAGE
The applicant is proposing minimal grading for the proposed house on Parcel A. The
preliminary grading plans indicate that drainage will be routed away from the proposed new
housing pad as well as the existing home on Parcel B in accordance with City Ordinances.
Additional grading is proposed in order to construct a drainage swale to direct stormwater runoff
associated with the subdivision to a rain garden located on the south of the subject property. It is
a requirement to treat and manage the stormwater within the subdivision which is discussed in
greater detail in the “Storm Water Management” section of this report.
EROSION PREVENTION AND SEDIMENT CONTROL
The proposed development will disturb 0.59 acres which does not exceed the one (1) acre of
disturbance and will, therefore, not require the General Permit Authorization to Discharge
384
Stormwater Associated with Construction Activity Under the National Pollution Discharge
Elimination/State Disposal System (NPDES Construction Permit). The project does exceed the
5,000 square foot threshold requiring an Erosion and Sediment Control Plan per City Ordinance.
The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP)
to the City for review. The SWPPP is a required submittal element for the development along
with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City
Ordinance. The SWPPP and ESCP were reviewed and determined to be consistent with city
ordinance. The SWPPP will need to be updated per city comments, as the plans are finalized,
when the contractor and their sub-contractors are identified, and as other conditions change. All
erosion control shall be installed and inspected prior to initiation of site grading activities. Lastly,
a security in the amount of $12,940.00 based on the Opinion of Probable Construction Cost,
dated 12/28/2022 provided by Civil Methods, Inc., shall be provided for grading, site restoration,
erosion control and wetland buffer re-establishment prior to the recording of the subdivision.
RETAINING WALLS
The applicant is proposing the construction of one retaining wall on Parcel A. Based on the
provided plans it would appear the retaining wall will be over four feet in height as measured
from the bottom of the foundation to the top of the wall. If any retaining wall exceeds four feet in
height, plans prepared by a registered engineer or landscape architect shall be submitted with the
building permit for review and approval. As discussed under “Easements” of this report, any
encroachments within public easements will require an encroachment agreement, including the
portion of the proposed retaining wall on Parcel A located within the proposed 10-foot front yard
public drainage and utility easement if it is to remain. All conditions associated with the
retaining wall shown on Parcel A will be addressed during the building permit review.
STREETS
The proposed subdivision has adequate access to both Parcels A and B from the existing public
street known as Golden Court. The applicant has proposed to remove a majority of the existing
driveway to accommodate the construction of the new home on Parcel A. The new driveway
and remaining portions of the existing driveway must adhere to Sec. 20-1122 of City Ordinance.
Upon submittal of the building permit, plans shall be updated to incorporate the requirements of
Sec. 20-1122 which include, but aren’t limited to, adjusting the width of Parcel A’s driveway to
a maximum of 24 feet at the property line and maintaining a minimum of a 5-foot side yard
setback for the entirety of each driveway.
SANITARY SEWER AND WATERMAIN
The proposed subdivision has access to adequate public sanitary and water service from the
existing 8” PVC sanitary main and 6” DIP water main within Golden Court right-of-way. The
385
plans provided by the applicant, dated 12/7/2022 prepared by Kent E. Brander with Civil
Methods, Inc., do not illustrate or depict any sanitary or water services to Parcel A or B, however
it is clear that the intent would be to utilize existing service laterals previously stubbed to the
property in association with the build-out of the area (Project #2003-10). The applicant and their
engineer must work with City staff in amending the construction plans to fully satisfy staff
concerns. Final construction plans will be subject to review and approval by staff. As utilities
were brought to the subdivision by private development, the lateral charges will not be
applicable. However, due to the age of these services and prior to connecting to the existing
service taps, their serviceability shall be verified. All additional conditions associated with these
service lines will be addressed during the building permit review and will be required to adhere
to the most recent edition of the City’s Standard Specifications and Detail Plates.
STORM WATER MANAGEMENT
Article VII, Chapter 19 of city code describes the required storm water management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of site
plans, subdivisions and water management features.” These standards include water quality
treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total
phosphorous (TP), and runoff rate control for the 2, 10, and 100-year storm events. The proposed
development is located within the RPBCWD and is therefore subject to the watershed’s rules and
regulations. A Stormwater Management Report dated August 30, 2022 was submitted by the
applicant to the City and watershed district as part of the final plat review. Conditional approval
from the RPBCWD was received on the final plat.
RPBCWD requires volume abstraction of 1.1 inches of runoff from all new or disturbed
impervious on the parcel for new development. Due to the 0.1 acres of regulated proposed
impervious, 414 cubic feet of volume abstraction is required. The proposed raingarden provides
451 cubic feet of treatment volume, meeting the RPBCWD volume abstraction requirement.
Because the site is providing more volume abstraction than is required, the proposed project is
meeting the water quality rules.
Three soil borings were performed by Interstate Geotechnical Engineering, Inc. and were used to
confirm the soil types and that the required minimum 3 feet separation to groundwater was
provided at the proposed raingarden location. Additionally, results from a double ring
infiltrometer test were submitted which showed an average infiltration rate of 0.52 in/hr. The
development is using a design infiltration rate of 0.3 in/hr which is in line with the geotechnical
information provided for review.
The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD
models were reviewed and were found to be consistent with the plans. The modeling shows the
386
site’s proposed discharge rates match existing discharge rates for the 2-, 10- and 100-year
rainfall events modeled.
As outlined in the City’s Surface Water Management Plan adopted in December 2018, the City
requires at least 3 feet of freeboard between a building elevation and adjacent ponding features.
The high water level of the proposed raingarden and wetland are 990.7 and 992.8, which
provides the required 3 feet of separation to adjacent ponding features for the proposed and
existing home low floor elevations (995.8 and 995.5 respectively).
The biofiltration basin/raingarden is located on Parcel B and will be privately owned and
therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. A
draft stormwater maintenance plan and checklist were provided for review. The applicant must
revise the operations and maintenance plan based on City comments and provide a signed O&M
Agreement with the City prior to the initiation of construction activities onsite.
It is critical that BMPs are built correctly and function as designed after site construction is
complete to protect downstream water resources. A security in the amount of $2,900 associated
with the cost of the BMP construction provided by the engineer’s estimate shall be provided for
onsite BMP and close out prior to the recording of the subdivision. The security shall be released
when as-builts are received and the BMP is approved by the water resources engineer as
functioning per plan. Infiltration and/or drawdown tests are typical for BMP closeouts along with
ensuring the entire site has proper vegetative cover.
STORM WATER UTILITY CONNECTION CHARGES
Section 4-30 of city code sets out the fees associated with surface water management. A water
quality and water quantity fee are collected with a subdivision. These fees are based on land use
type and are intended to reflect the fact that the more intense the development type, the greater
the degradation of surface water.
This fee will be applied to the entire subdivision. It is calculated as shown in the table below
these are the 2022 rates and are subject to change in 2023):
ASSESSMENTS
PER ACRE FEE ACRES FEE
8,830 1.17 10,331.10$
8,830 0.034550046 (305.08)$
1.135449954 10,026.02$
AREA
GROSS AREA
WETLAND & BUFFER (in conservation easement)
NET AREA
SURFACE WATER
DEVELOPMENT FEE
387
Water and sewer partial hookups are due at the time of recording of the subdivision. The partial
hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees
are due with the building permit. Based on the proposal the following fees will be collected prior
to recording of the subdivision (these are 2022 rates and are subject to change in 2023):
a) Partial hookup fees: a Water Hook-Up of $2,563 and a Sewer Hook-Up of $691.00
b) Surface water development fee: $10,026.02
c) Park dedication fee: $5,800.00
RECOMMENDATION
Staff recommends that the Planning Commission recommends approval of:
1. Public drainage and utility easements shall be recorded prior to, or concurrently with, the
recording of the subdivision in accordance with the Proposed Property Division plan
drafted by Demars-Gabriel Land Surveyors, Inc., dated 8/16/2022.
2. The applicant shall enter into an encroachment agreement for the existing retaining wall
withing Golden Court right-of-way abutting Parcel A prior to, or concurrently with, the
recording of the subdivision and public easements. All other encroachments within
public easements will be reviewed at the time of building permit reviews.
3. A security in the amount of $12,940.00 shall be provided for grading, site restoration,
erosion control and wetland buffer re-establishment prior to the recording of the
subdivision.
4. The applicant and their engineer must work with City staff in amending the construction
plans, dated 12/7/2022 prepared by Kent E. Brander with Civil Methods, Inc. to fully
satisfy staff concerns. Final construction plans will be subject to review and approval by
staff prior to recording of the subdivision.
5. Prior to connecting to the existing service laterals, their serviceability shall be verified.
For sanitary sewer, this shall be accomplished via CCTV which will be provided to the
City’s Engineering Department for review prior to connection.
6. The development fees associated with this subdivision shall be paid prior to recording of
the subdivision. Fees are based on rates in effect at the time of recordation and for 2022
they total $19,080.02, and are enumerated as such:
a. Partial hookup fees: a Water Hook-Up of $2,563.00 and a Sewer Hook-Up of
691.00
b. Surface water development fee: $10,026.02
c. Park dedication fee: $5,800.00
7. The applicant shall update the Operations and Maintenance plan based on city comments
and enter into an Operations and Maintenance Agreement for the privately owned
388
stormwater facilities onsite which shall be recorded prior to the recording of the
subdivision.
8. The conservation easement shall be changed to a drainage and utility easement.
9. The applicant must submit a wetland buffer landscaping plan as defined in Sec. 20-
412(h). The buffer landscaping plan including permanent buffer monuments must be
approved by the water resources engineer and installed with the project.
10. A security in the amount of $2,900 shall be provided for onsite BMP construction and
close out prior to the recording of the subdivision. The security shall be released when as-
builts are approved and the BMP/site is approved by the water resources engineer as
constructed per plan.
389
LL-)
COMMUNTTY DEVELOPMENT DEPARTMENT
Planning Oivision - 7700 Market Boulevard
Mailing Address - P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1100 I Fax: (952\ 227-1'l1O
submitrar Dare: iZ-l .* I ?l'zz-- ec o.r.'
crTrorcHrr{ttAssril
APPLICATION FOR DEVELOPMENT REVIEW
CC Date 6GDay Review Date:
Section l: Application Type (check all thar apply)
Reler to tE aryqtiate Adicatbn c,,1€*list lo. requiGd subnittal infonrration that nust eannqrry ,J'is a$kztidt)
Comprehensive Plan Amendment.......
E Conditional Use Permit (CUP)
600
D Single-Family Residence s32s
500EAIorhers.................
E lnterim Use Permit (lUP)
E ln coniunction with Single-Family Residence.. $325EAtorhers............... $500
E Rezoning (REZ)
E Planned Unit Development (PUD).
E Minor Amendmenl to existing PUD
E Att others........
Sign Plan Review..........
D Site Ptan Review (SPR)
E Administrative.........
1 50
100
500
E Subdivision (suB)
E Create 3 lots or less ......
fr Ptoptty Ul,:lers' List within 500' lciry to generate e{ter pre.applicaftr rneeting} .......
i$L!
Escrow for Recording Documents (check all that
E Conditional Use Permit
app!lv)...........................
lnlerim Use Permit
E Vacation ! Variance
E Metes & Bounds Subdivision (2 deeds) E Easements (- easements)
E Create over 3 |ots.......................$600 + $15 per lot(_
lots)
fflrtetes & Bounds (2 lots)..
E Consolidate Lots...............................
1s0
275
3 oer address
addresses) t tfL { '3t,
50 per document
E Site Plan Agreement
n We and Alteration Permit
71"i8, t"qb
300
300
150
750
100
s500
Administralive Subd. (Line Adjustment).......... $1 50
E Final Plat + $15 per |ot........................ $700--(
lncludes $
450 escrow for attomey cosls)
Additbnal escrov, may b€ required lor other applications
lhroogh ltle developn€nt coa{r4i
E Vacation o, EasementyRight-of-way (VAC)........ $300
Additional recording fees may appty)
Variance (VAR)...........................
E Wetland Alteration Permit (WAP)
200
D Single-Family Residenc€.........
Ei nrr otn"o.-.1... -. -.--..- -.........:....
200
500
s200
D Commercial/lndustrial Districts'.....
Plus $10 per 1,0OO square feet ol building area:(_
thousand square leet)E zoning Appeal.
lnclude number o{ e!S!!!e employees:
lnclude number of @E employees:E Zoning Ordinance Amendment (ZOA)..
E Residential Districts............. $5oo
Plus $5 per dwelling unit (_ units)
Q[E: When rnultiple qplications are prccesseal coocurently, tlE approyia'€ ree sha b charyed lot e-ech epplication.
Notilication Sign (cty to insralr and remove)
Section 2: Required lnformation
Description of Proposal:
Property Address or Localion:
Parcel #:
l,l\o L"t&n t*
Legal Description
Total Acreage Wetlands Present?EYes E tto
Present Zoning:Requested Zoning
Present Land Use Designation:?t ,,1^J*t Requested Land Use Designation
l. t1
Existing Use ol Property:
fl Check box if separate narrative is attached
ti-*M-
390
Section 3: Property Owner and Applicant lnformation
APPLICANr OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicanl, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions ot appioval, subject only to
the right to object at the hearings on the application or during lhe appeal period. lf this applicalion has not been signed by
the property owner, I have attached separate documentation ol full legal capacity to Iile the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining lo this
application. I will keep mysell informed o, the deadlines for submission of material and the progress oI this application. I
funher understand that additional fees may be charged fo; consulting fees, leasibility studies, etc. with an estimale prior to
any authorization lo proceed with the study. I cenify that the intormation and exhibits submined are true and correct.
Name: a-{^B*t 'rt-t.+
Address: q o L *Lr,il-Phone
City/Srat€/Zip Cell:
Fax:
Date
612- 3Yr-1- 82<(
Emait: a&.r4ro bt.{G. 6,-*. t . (.,rn
Signalure tL-tq-ZL-
PROPERTY OWNER: In signing this applicalion, l, as property owner, have f ull legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only lo the right to obrect at lhe hearings or during lhe appeal periods. I will keep myself intormed ot
the deadlines lor submission of material and the progress ol this application. I further understand that additionallees may
be charged tor consulting tees, teasibility studies, etc. with an estimate prior to any authorization to proceed with the
study. lcenity that the information and exhibits submined are true and correct.
Name
Addre
el^,u Contact:Y,{".1^
SS tfoeh^re^r C.cJ-
ce4{:lrrr.iu.J F33i Cell:
Fax:
Date
l!.a-nro- zbbG
Email tlrl (
Signature:lZ- rS-27
PROJECT ENGINEER (if applicable)
Name: lkJ Ep-*Aea- C,v,l Contact W,,* 9*t*/.."-
eddress: P.O Ao*- 28,038 Phone:
City/Statezip:S+ Pa.ll r,l.r... 5SlzB Cell
Fax
c'L'- uo -511 f
Email: CrVrl ,rl,d.-.l'rcrJ,.i ( .-'..
Other Contact lnformation:
E'rcWfty Ownet Email-
fl 4ppticanrEmailWEnoineerEmailtiottr""r Emait
Name
Address
city/statezip
Email:
INSTRUCIO S TO APPLICANr: Complete all necessary lorm tields, then select SAVE FORM to save a copy to your
device. PRINT FORM and deliver to city along with required documenls and payment. SUBMIT FORM to send a digital
copy to the city fo, processing.
Section 4: Notification lnformation
Contact:
Phone:
city/statezip:
This application must be completed in full and be typewritlen or clearly printed and must be accompanied by all
inrormation and plans required by applicable City Ordinance provisions. Betore filing this application, reter to the
appropriale Application Checklist and conler with the Planning Deparhent to determine the specific ordinance and
applicable procedural requirements.
A determination of completeness of the application shall be made within 15 business days ot application submittal. A
written notice ol application dericiencies shall be mailed to the applicant within 15 business days ot application.
Who should receive copies of staff repons?
391
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392
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393
PRELIMINARY PLANS FOR
SCHUTROP ADDITION
CHANHASSEN, MN
OWNER:
Schutrop Homes, Inc.
540 Lakota Lane
Chaska, MN 55318
Attn: Marty Schutrop
Ph: (612) 840-8251
schutropbldg@gmail.com
SURVEY:
Demars Gabriel Land Surveyors, Inc.
David E. Crook, PLS
2317 W. 93rd Street
Bloomington, MN 55431
Attn: David E. Crook, PLS
Ph: (763) 559-0908
dec@qwestoffice.net
CIVIL:
Civil Methods, Inc.
PO Box 28038
St. Paul, MN 55128
Attn: Dave Poggi, PE
Ph: 763.210.5713
dave.poggi@civilmethods.com
CITY / TOWNSHIP:
City of Chanhassen
7700 Market Blvd, PO Box 147
Chanhassen, MN 55317
Attn: Sharmeen Al-Jaff, Senior Planner
Ph: (952) 227-1134
sal-jaff@chanhassenmn.gov
WATERSHED DISTRICT:
Riley-Purgatory-Bluff Creek WD
18681 Lake Dr E
Chanhassen, MN 55317
Ph: (952) 607-6512
Attn: Terry Jeffrey, Administrator
tjeffery@rpbcwd.org
LEGEND:
X.X%
CO
CO
KEBDESIGNED:
LIC. NO.:
DATE:
KENT E. BRANDER
DRAWN:
CHECKED:
KEB
XXX44578
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.
12-07-2022
CIVIL METHODS, INC.
P.O. Box 28038
St. Paul, MN 55128
o:763.210.5713 | www.civilmethods.com
DATE / REVISION:SHEET NO:
08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 12/
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LEGEND:
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XXX44578
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
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PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
12-07-2022
CIVIL METHODS, INC.
P.O. Box 28038
St. Paul, MN 55128
o:763.210.5713 | www.civilmethods.com
DATE / REVISION:SHEET NO:
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7/2022
9:30
AMPrint Date:File Loc:C:\
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Inc\CMI - Documents\7. Projects\22061_Schutrop_6730 Golden Ct\
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PROJ. LOCATION:PROJ. OWNER:6730 GOLDEN CT, CHANHASSEN, MN SCHUTROP
HOMES,
INC.09-23-
2022 Revised
Per
LEGEND:
KEBDESIGNED:
LIC. NO.:
DATE:
KENT E. BRANDER
DRAWN:
CHECKED:
KEB
XXX44578
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.
12-07-2022
CIVIL METHODS, INC.
P.O. Box 28038
St. Paul, MN 55128
o:763.210.5713 | www.civilmethods.com
DATE / REVISION:SHEET NO:
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7/2022
9:30
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LOCATION:PROJ. OWNER:6730 GOLDEN CT, CHANHASSEN, MN SCHUTROP HOMES,
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09-23-2022
Revised Per Agency
Comments. NOT FOR
CONSTRUCTION
KEBDESIGNED:
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DATE:
KENT E. BRANDER
DRAWN:
CHECKED:
KEB
XXX44578
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.
12-07-2022
CIVIL METHODS, INC.
P.O. Box 28038
St. Paul, MN 55128
o:763.210.5713 | www.civilmethods.com
DATE / REVISION:SHEET NO:
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7/2022
9:30
AMPrint Date:File Loc:C:\
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Inc\CMI - Documents\7. Projects\22061_Schutrop_6730 Golden Ct\
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PROJ. LOCATION:PROJ. OWNER:6730 GOLDEN CT, CHANHASSEN, MN SCHUTROP
HOMES,
INC.09-23-
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Revised
NOTE:
ANCHOR, OVERLAP & STAPLE PER
MANUFACTURER INSTRUCTION
KEBDESIGNED:
LIC. NO.:
DATE:
KENT E. BRANDER
DRAWN:
CHECKED:
KEB
XXX44578
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.
12-07-2022
CIVIL METHODS, INC.
P.O. Box 28038
St. Paul, MN 55128
o:763.210.5713 | www.civilmethods.com
DATE / REVISION:SHEET NO:
08-29-2022 Permit Submittal Set. NOT FOR CONSTRUCTION 12/
7/2022
9:30
AMPrint Date:File Loc:C:\
CM\Civil Methods,
Inc\CMI - Documents\7. Projects\22061_Schutrop_6730 Golden Ct\
08_DRAWINGS AND SPECIFICATIONS\C3D\Sheets\PRELIMINARY\70_DETAILS.dwgPROJECT:
PROJ. LOCATION:PROJ. OWNER:6730 GOLDEN CT, CHANHASSEN, MN SCHUTROP
HOMES,
399
400
401
402