5 SUB 7305 Galpin Blvd.CITY OF
CHANHASSEN
PC DATE: Oct. 21, 2003
CC DATE: Nov. 10, 2003
REVIEW DEADLINE: 11/10/03
CASE #: 03-16 Sub., 03-6 CUP, 03-4 Rez
BY: Robert Generous, et al.
STAFF REPORT
PROPOSAL:
LOCATION:
APPLICANT:
Request for rezoning from Agricultural Estate District, A2, to Mixed Low Density
Residential District, R4; preliminary plat approval creating five lots consisting of one
single-family home and four twin home units with a variance for the use of a private
street; and conditional use permit approval for development within the Bluff Creek
Overlay District.
7305 Galpin Blvd.
Klingelhutz Development
350 East Highway 212
Chaska, MN 55318
(952) 448-3330
PRESENT ZONING:
Agricultural Estate District, A2, and Bluff Creek Overlay District, BCO
2020 LAND USE PLAN: Residential - Low Density (net density 1.2 - 4.0 units per acre)
ACREAGE: 3.09 DENSITY: 1.62 gross, 2.88 net
SUMMARY OF REQUEST: Rezoning of the property to R4 to permit a single-family home and
two twin homes; subdivision approval creating five lots and one outlot containing Bluff Creek and the
majority of the Bluff Creek primary zone with a variance for the use of a private street for access;
and a conditional use permit for development within the Bluff Creek Overlay District.
LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level
of discretion in approving rezonings, PUD's, and amendments to PUD's because the City is acting
in its legislative or policy making capacity. A rezoning or PUD, and amendment thereto, must be
consistent with the City's Comprehensive Plan.
The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed
plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these
standards, the City must approve the preliminary plat. This is a quasi-judicial decision.
The City has limited discretion in approving or denying conditional use permits, based on whether
or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance.
If the City finds that all the applicable conditional use permit standards are met, the permit
must be approved. This is a quasi-judicial decision.
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October 2, 2003
Page 2
The developer is proposing an infill development creating two new two-family buildings. The existing
house will remain on one lot within the development. The surrounding property was developed as part of
the Walnut Grove development. This project proposes extending the private street to serve four additional
dwelling units in 2 two-family homes (which was contemplated as part of the Walnut Grove development),
which was required to record an access easement for this property. Sewer and water is available through
the Walnut Grove project.
The site is heavily wooded in the southern one-third of the site, adjacent to Bluff Creek. The property
slopes from a high point in the northeast comer at elevation 984 down to the creek at an elevation of 944.
The developer is preserving the southern portion of the property as part of Outlot A.
APPLICABLE REGULATIONS
Chapter 18, Subdivisions
Sections 20-41 through 20-45, Amendments
Sections 20-221 through 20-237, Conditional Use Permits
Sections 20-631 through 20-637, R4 district regulations
Sections 20-1551 through 20-1564, Bluff Creek Overlay District
PROPOSAL/SUMMARY
The applicant is rezoning the property to Mixed Low Density Residential District, R4, which permits
single-family lots of 15,000 square feet and twin home lots of 10,000 square feet per unit. In conjunction
with the rezoning, the applicant is subdividing the property to create a single-family home lot around the
existing house and four twin home lots. Access to the existing home is proposed to remain off Galpin
Boulevard. Access to the twin homes will be via a private street which will connect to Baneberry Way,
which is also a private street. A conditional use permit is required for all development within the Bluff
Creek Overlay district.
The subdivision of the property is straightforward with the creation of five lots for development and one
outlot, which will remain natural in appearance and preserved as open space. The applicant has included
the majority of the Bluff Creek Primary Zone in Outlot A. Conservation easements shall be placed over
all areas within the Bluff Creek primary zone. This will allow the City to restore and/or manage the
natural resources in these areas. The developer may dedicate Outlot A to the city.
The proposed development complies with all zoning requirements and is consistent with the comprehensive
plan. Staff is recommending approval of the rezoning, subdivision, and conditional use permit.
BACKGROUND
The house was built in 1908. Development of Walnut Grove, the project to the east, began in 1997. An
access easement, permitting the property to use Baneberry Way West, was recorded as part of the plat for
Walnut Grove.
October 2, 2003
Page 3
LANDSCAPING/TREE PRESERVATION
Tree canopy coverage and preservation calculations have been submitted for Walnut Grove 2nd
Addition. They are as follows:
Total upland area (excluding wetlands)
Baseline canopy coverage
Minimum canopy coverage allowed
Proposed tree preservation
132,200 SF or 3.03 ac.
36% or 47,485 SF
30% or 39,660 SF
34% or 44,533 SF
Developer does meet minimum canopy coverage requirements.
Bufferyard plantings are required along Galpin Boulevard for Lots 2-4. Total plantings required are:
1 overstory
2 understory
4 shrubs
PARKS AND OPEN SPACE
Walnut Grove Second Addition will have four lots that are subject to a park dedication fee and one lot (the
existing home), which is exempt from park dedication. Prior to recording the final plat, the development is
subject to the payment of $9,600 in park dedication fees ($2,400 per unit) based on 2003 park fees.
WETLANDS
One wetland basin exists on-site. The wetland is an ag/urban wetland that is a part of the Bluff Creek
corridor. It is dominated by reed canary grass. No wetland impact is proposed.
A wetland buffer of 0 to 20 feet in width (with a minimum average of 10 feet) must be maintained
around the wetland. In order to accommodate the proposed building location on Lot 4, the wetland
buffer should be 0 along the east side of the wetland and should be 20 ft. on the north and west sides.
Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland
ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before
construction begins and must pay the City $20 per sign. The grading and erosion control plan should
show the actual wetland buffer widths proposed to meet the minimum average buffer width
requirements as well as the 40-foot wetland buffer setback. All structures shall maintain at least a
40-foot setback from the edge of the wetland buffer or, if no buffer is to be preserved, from the
delineated wetland edge.
BLUFF CREEK OVERLAY DISTRICT
The Bluff Creek Overlay District was adopted in December 1998 as a tool for the preservation of Bluff
Creek and the natural resources within its corridor. Bluff Creek flows through the southern portion of
this property. The property also contains a forested riparian corridor and an ag/urban wetland. The
primary zone encompasses the forested area, the wetland,and the wetland buffer. The secondary zone
October 2, 2003
Page 4
encompasses the primary zone and the first 20 feet of the setback. A conservation easement should be
dedicated over the primary zone. All structures must maintain at least a 40 foot setback from the
primary zone. No disturbance of the site may occur within the first 20 feet of the setback. No
alterations are proposed within the overlay district. Open space must comprise 100% of the primary
zone.
GRADING, DRAINAGE AND EROSION CONTROL
The plans propose to grade about 25% of the site for the new house pads, a proposed private driveway,
nd a storm water pond. The proposed lots are located in the east central portion of the site. The
proposed grading will prepare the site for full basement house pads on Lots 2, 3, 4 and 5, Block 1.
The existing site drainage flows south toward the existing creek. The plans propose to convey the
northeasterly quadrant drainage to a proposed structure and carry the storm water via storm sewer to a
proposed NURP pond. The remaining portion of the site will drain overland to the proposed storm water
pond and/or the creek. Staff is recommending the creation of two swales between Lots 1 & 2 and
Lots 3 & 4 to minimize neighborhood drainage impact on the houses.
The applicant will be required to meet the existing site runoff rates for the 10-year and 100-year,
24-hour storm events. The proposed pond must be designed to National Urban Runoff Program (NURP)
standards. The storm sewer must be designed for a 10-year, 24-hour storm event. Drainage and utility
easements shall be dedicated on the final plat over the public storm drainage system including ponds,
drainage swales, and wetlands up to the 100-year flood level. The minimum easement width shall be
20 feet wide.
Staff recommends that Type III silt fence be used along the south side adjacent to the secondary bluff
creek line and Type II silt fence along the east and west sides of the grading area. In addition, tree
preservation fencing must be installed at the limits of tree removal. A 75-foot minimum rock
construction entrance must be added to the entrance that will be accessed during construction. The
applicant should be aware that any off-site grading will require an easement from the appropriate
property owner.
Storm Water Management
The proposed development is required to maintain existing runoff rates. On-site storm water ponding
must be sufficient to meet all City water quality and quantity standards. A manhole with a two-foot
sump should be installed as the last road accessible structure prior to discharge into the storm water
pond. Riprap and geotextile fabric should be installed at the flared end sections of the inlet and outlet of
the storm water pond.
Easements
Drainage and utility easements should be provided over all existing wetlands, wetland buffer areas, and
storm water infrastructure. A drainage and utility easement should be dedicated over the 10 feet either
side of the property line between Lots 3 and 4 in order to accommodate access for future storm water
infrastructure maintenance. A drainage and utility easement should also be dedicated over the area in
October 2, 2003
Page 5
the southwestern portion of Lot 3 that is currently not encumbered by a drainage and utility easement
since water discharged from the storm water pond will flow through this area as it moves toward the
wetland.
Erosion Control
Type III silt fence should be provided adjacent to all areas to be preserved as buffer or, if no buffer is to
be preserved, at the delineated wetland edge. All upland areas disturbed as a result of construction
activities shall be immediately restored with seed and disc-mulched, covered with a wood-fiber blanket, or
sodded within two weeks of completion of each activity in accordance with the City's Best Management
Practice Handbook.
Surface Water Management Fees
Water Quality Fees
Because of the impervious surface associated with this development, the water quality fees for this
proposed development are based on single-family residential development rates of $949/acre. Based on the
proposed developed area of approximately 2.24 acres, the water quality fees associated with this project are
$2,126.
Water Quantity Fees
The SWMP has established a connection charge for the different land uses based on an average citywide
rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP
culverts, open channels, and storm water ponding areas for runoff storage. Single-family residential
developments have a connection charge of $2,348 per developable acre. This results in a water quantity fee
of approximately $5,259 for the proposed development.
SWMP Credits
This project proposes the construction of a NURP pond. The applicant will be credited for water quality
where NURP basins are provided to treat runoff from the site. This will be determined upon review of
the ponding and storm sewer calculations. Credits may also be applied to the applicant's SWMP fees
for oversizing in accordance with the SWMP or the provision of outlet structures. The applicant will not
be assessed for areas that are dedicated outlots. No credit will be given for temporary pond areas.
At this time, the estimated total SWMP fee, due and payable to the City at the time of final plat recording, is
$7,385.
Other Agencies
The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-
Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their
conditions of approval.
October 2, 2003
Page 6
UTILITIES
Municipal sewer and water service is available to the site from Baneberry Way. The existing house on
Lot 1 is already connected to municipal sewer and water. The applicant is proposing to extend sewer and
water lines along the private driveway to service proposed Lots 2, 3, 4, and 5. The proposed sanitary
manholes must be low enough to serve the basement of Lots 2, 3, 4 and 5, Block I and public utility lines
must be 10-feet inside the property line.
According to the City's Finance Department records, the parcel was previously assessed for one sanitary
sewer and water hookup. Since the developer will be responsible for extending lateral sewer and water
service to the lots, the sanitary sewer and water connection charges will be waived. However, the sanitary
sewer and water hookup charges will still be applicable for each of the new lots. The 2003 trunk hookup
charge is $1,440 for sanitary sewer and $1,876 for watermain. Sanitary sewer and watermain hookup fees
may be specially assessed against the parcel at the time of building permit issuance.
All of the utility improvements are required to be constructed in accordance with the City's latest edition of
Standard Specifications and Detail Plates. Upon completion of the utility improvements, the utilities will be
turned over to the City for maintenance and ownership. The applicant is also required to enter into a
development contract with the City and supply the necessary financial security in the form of a letter of
credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval.
Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the
MPCA, Department of Health, MCES, and Watershed District.
STREETS
The applicant is proposing two accesses to the proposed lots. On the northwest comer of the parcel, an
existing access off Galpin Lake Road will be utilized to serve the existing house on Lot 1. Another
proposed new access off of Baneberry Way turning point will be servicing Lots 2, 3, 4, and 5 as a private
driveway. As such, the driveway easement must be 30 feet wide with 20-feet of hard surface pavement and
built to a 7-ton design. The developer must submit an inspection report certifying that the private street is
built to a 7-ton design prior to certificate of occupancy. There is an existing turnaround at the end of
Baneberry Way; Because of this, the Fire Marshal is not requiring an additional turnaround.
EASEMENTS
Conservation easements shall be dedicated over all areas within the Bluff Creek primary zone.
REZONING/COM PLAN (If required)
The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of
the proposed amendment. The six (6) affects and our findings regarding them are:
a)
The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
October 2, 2003
Page 7
Plan. The property is guided for Residential - Low Density uses. R4 is an appropriate
zoning for the property.
b)
The proposed use is or will be compatible with the present and future land uses of the
area. This development will develop at a lower density than the property to the east.
c)
The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
d) The proposed use will not tend to or actually depreciate the area in which it is proposed.
e)
The proposed use can be accommodated with existing public services and will not
overburden the city's service capacity.
Traffic generation by the proposed use is within capabilities of streets serving the
property. Access to the existing house will be via the existing driveway on Galpin
Boulevard. The additional dwellings will be accessed via Baneberry Way West, a private
street.
COMPLIANCE TABLE
Area (square feet) Width (feet) Depth (feet) Setbacks: front,
rear, side, Bluff
Creek primary
zone, wetland
Code-single-family 15,000 80 125 30, 30, 10, 40, 40
Code-two-family 10,000 50 125 30, 30, 10, 40, 40
Lot 1 25,985 104 250 30, 30, 10, na, na
Lot 2 12,495 50 250 30, 30, 10, na, 40
Lot 3 12,495 50 250 30, 30, 10, 40, 40
Lot 4 11,714 50 176 30, na, 10, 40, 40
Lot 5 12,873 125 129 30, na, na, 40, na
Outlot 37,196
ROW 21,842
Total 134,600
PRIVATE STREET FINDINGS
In order to permit private streets, the city must find that the following conditions exist:
1)
The prevailing development pattern makes it unfeasible or inappropriate to construct a public
street. The site is being accessed via an existing private street through the Walnut Grove
development for which an access easement was recorded as part of the Walnut Grove
development. The location of the Bluff Creek Primary zone and the small wetland on site make
it unfeasible to construct a public street.
October 2, 2003
Page 8
2)
After reviewing the surrounding area, it is concluded that an extension of the public street system
is not required to serve other parcels in the area, improve access, or to provide a street system
consistent with the comprehensive plan. No additional access will be permitted to Galpin
Boulevard.
3) The use of the private street will permit enhanced protection of the city's natural resources
including wetlands and forested areas located in the Bluff Creek primary zone.
VARIANCE FINDINGS WITHIN SUBDIVISONS
The city may grant a variance from the regulations of the subdivision ordinance as part of the plat approval
process following a finding that all of the following conditions exist:
1) The hardship is not a mere inconvenience.
Finding: The hardship is not a mere inconvenience. The proposed private street preserves
significant site features and connects to an existing private street.
2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of
the land.
Finding: The hardship is caused by the particular physical surroundings, shape and topographical
conditions of the land, the Bluff Creek primary zone.
3) The conditions upon which the request is based are unique and not generally applicable to other
property.
Finding: The conditions upon which the request is based are unique and not generally applicable to
other properties due to the unique site features.
4) The granting of the variance wilt not be substantially detrimental to the public welfare and is in
accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan.
Finding: The granting of a variance will not be substantially detrimental to the public welfare and
is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive
plan.
SUBDIVISION FINDINGS
1) The proposed subdivision is consistent with the zoning ordinance;
Finding: The subdivision meets all the requirements of the R4, Mixed Low Density Residential
District.
October 2, 2003
Page 9
2) The proposed subdivision is consistent with all applicable city, county and regional plans including
but not limited to the city's comprehensive plan;
Finding: The proposed subdivision is consistent with applicable plans.
3) The physical characteristics of the site, including but not limited to topography, soils, vegetation,
susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are
suitable for the proposed development;
Finding: The proposed site is suitable for development subject to the conditions specified in this
report.
4) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage
disposal, streets, erosion control and all other improvements required by this chapter;
Finding: The proposed subdivision is served by adequate urban infrastructure.
5) The proposed subdivision will not cause environmental damage;
Finding: The proposed subdivision will not cause excessive environmental damage subject to
conditions of approval.
6) The proposed subdivision will not conflict with easements of record.
Finding: The proposed subdivision will not conflict with existing easements, but rather will expand
and provide all necessary easements.
7) The proposed subdivision is not premature. A subdivision is premature if any of the following
exists:
a) Lack of adequate storm water drainage.
b) Lack of adequate roads.
c) Lack of adequate sanitary sewer systems.
d) Lack of adequate off-site public improvements or support systems.
Finding: The proposed subdivision is provided with adequate urban infrastructure.
CONDITIONAL USE PERMIT FINDINGS
When approving a conditional use permit, the City must determine the capability of a proposed
development with existing and proposed uses. The general issuance standards of the conditional use
Section 20-232, include the following 12 items:
1) Will not be detrimental to or endanger the public health, safety, comfort, convenience or general
welfare of the neighborhood or the city.
October 2, 2003
Page 10
Finding: The proposed development, within the BCO, will not be detrimental to or endanger the
public health, safety, comfort, convenience or general welfare of the neighborhood or the city.
2) Will be consistent with the objectives of the city's comprehensive plan and this chapter.
3)
Finding: The proposed development is consistent with the comprehensive plan.
Will be designed, constructed, operated and maintained so as to be compatible in appearance with
the existing or intended character of the general vicinity and will not change the essential character
of that area.
Finding: The proposed development of low density housing is compatible with the BCO and
surrounding development.
4) Will not be hazardous or disturbing to existing or planned neighboring uses.
5)
6)
7)
8)
Finding: The proposed development will not be hazardous or disturbing to the existing
neighboring uses. The proposed development will preserve the BCO primary zone in its entirety.
Will be served adequately by essential public facilities and services, including streets, police and
fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be
served adequately by such facilities and services provided by the persons or agencies responsible
for the establishment of the proposed use.
Finding: The proposed development will be served by adequate public infrastructure.
Will not create excessive requirements for public facilities and services and will not be detrimental
to the economic welfare of the community.
Finding: The proposed intensity of development was anticipated as part of the city's
comprehensive plan and will not create excessive requirements for public facilities and services.
Will not involve uses, activities, processes, materials, equipment and conditions of operation that
will be detrimental to any persons, property or the general welfare because of excessive production
of traffic, noise, smoke, fumes, glare, odors, rodents, or trash.
Finding: The proposed development will not be detrimental to persons or property or the general
welfare of the area.
Will have vehicular approaches to the property which do not create traffic congestion or interfere
with traffic or surrounding public thoroughfares.
Finding: The proposed development will be served via a private street.
October 2, 2003
Page 11
9) Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features
of major significance.
Finding: The proposed development will not result in the destruction, loss or damage of solar
access, natural, scenic or historic features of major significance.
10) Will be aesthetically compatible with the area.
Finding: The proposed development will be aesthetically compatible with the area.
11) Will not depreciate surrounding property values.
Finding: The proposed development will not depreciate surrounding property values.
12) Will meet standards prescribed for certain uses as provided in this article.
Finding: The proposed development will meet standards for the R4 and BCO districts.
RECOMMENDATION
Staff recommends that the Planning Commission adopt the following three motions (rezoning, subdivision
and conditional use permit):
A. "The Chanhassen Planning Commission recommends approval of the rezoning of the property from
Agricultural Estate District, A2, to Mixed Low Density Residential District, R4."
B. "The Chanhassen Planning Commission recommends approval of the preliminary plat for Walnut
Grove Second Addition, plans prepared by Otto Associates, dated 8/18/03, subject to the following
conditions:
1) At the time of final plat recording, the developer shall pay full park dedication fees for the four lots that
are subject to a park dedication fees.
2) Conservation easements shall be dedicated over all areas within the Bluff Creek primary zone.
3) Tree preservation fence shall be installed at the edge of the grading limits prior to any construction.
Fencing shall protect trees on proposed lots as well as trees in neighboring properties located next to the
grading limits.
Any trees lost due to construction that are not shown as such on plans shall be replaced at a rate of 2:1
diameter inches.
5) Applicant shall submit landscape plans for foundation plantings for units. A minimum of one overstory
tree will be required in the front yard of each lot.
4)
October 2, 2003
Page 12
6) Bufferyard plantings are required along Galpin Boulevard. Planting requirements are: 1 overstory tree,
2 understory trees, and 4 shrubs.
7)
Any portion of a building within three feet of a property line must be of one-hour tire-resistive
construction and location of openings may be restricted. Consideration must be given to the placement
of property lines prior to platting the property.
8) A final grading plan and soils report must be submitted to the Inspections Division before permits will
be issued.
9) Meet with the Inspections Division as soon as possible to discuss plan review and permit procedures.
10)
A wetland buffer of 0 to 20 feet in width (with a minimum average of 10 feet) shall be maintained
around the wetland. In order to accommodate the proposed building location on
Lot 4, the wetland buffer shall be zero (0) feet along the east side of the wetland and shall be
twenty (20) feet on the north and west sides. Wetland buffer areas shall be preserved, surveyed and
staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer
edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per
sign.
il)
The grading and erosion control plan shall show the actual wetland buffer widths proposed to meet
the minimum average buffer width requirements as well as the 40-foot wetland buffer setback. All
structures shall maintain at least a 40-foot setback from the edge of the wetland buffer or, if no
buffer is to be preserved, from the delineated wetland edge.
12)
A conservation easement shall be dedicated over the Bluff Creek primary zone. All structures
shall maintain at least a 40 foot setback from the primary zone. No disturbance of the site shall
occur within the first 20 feet of the setback. Open space shall comprise 100% of the primary zone.
13) The proposed development shall maintain existing runoff rates. On-site storm water ponding shall
be sufficient to meet all City water quality and quantity standards.
14) A manhole with a two-foot sump shall be installed as the last road accessible structure prior to
discharge into the storm water pond.
15) Riprap and geotextile fabric shall be installed at the flared end sections of the inlet and outlet of
the storm water pond.
16)
A drainage and utility easement must be dedicated over the 10 feet either side of the property line
between Lots 3 and 4 in order to accommodate access for future storm water infrastructure
maintenance. A drainage and utility easement must be dedicated over the area in the southwestern
portion of Lot 3 that is currently not encumbered by a drainage and utility easement since water
discharged from the storm water pond will flow through this area as it moves toward the wetland.
October 2, 2003
Page 13
17) Type III silt fence shall be provided adjacent to all areas to be preserved as buffer or, if no buffer
is to be preserved, at the delineated wetland edge.
18)
All upland areas disturbed as a result of construction activities shall be immediately restored with
seed and disc-mulched, covered with a wood-fiber blanket or sodded within two weeks of completion
of each activity in accordance with the City' s Best Management Practice Handbook.
19) Based on the proposed developed area of approximately 2.24 acres, the estimated total SWMP fee,
due and payable to the City at the time of final plat recording, is $7,385.
2o)
The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-
Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with
their conditions of approval.
21) Show the existing street name "Baneberry Way."
22) Prior to final plat approval, a professional civil engineer registered in the State of Minnesota must
sign all plans.
23)
Sanitary sewer and water hookup charges are applicable for each of the new lots. The 2003 trunk
hookup charge is $1,440 for sanitary sewer and $1,876 for watermain. Sanitary sewer and
watermain hookup fees may be specially assessed against the parcel at the time of building permit
issuance.
24)
The applicant will be required to meet the existing site runoff rates for the 10-year and 100-year,
24-hour storm events. The proposed pond must be designed to National Urban Runoff Program
(NURP) standards. The storm sewer must be designed for a 10-year, 24-hour storm event.
Drainage and utility easements shall be dedicated on the final plat over the public storm drainage
system including ponds, drainage swales, and wetlands up to the 100-year flood level. The
minimum easement width shall be 20 feet wide.
25)
Use Type Ill silt fence along the secondary bluff creek overlay zone line on the south side and use
Type II silt fence along the west and east sides of the grading area. In addition, tree preservation
fencing must be installed at the limits of tree removal. A 75-ft. minimum rock construction
entrance should be added to the entrance that will be accessed during construction. The applicant
should be aware that any off-site grading will require an easement from the appropriate property
owner.
26) Permits from the appropriate regulatory agencies must be obtained, including but not limited to the
MPCA, Department of Health, Watershed District, Carver County, etc.
27)
The applicant shall enter into a development contract with the City and supply the necessary
financial security in the form of a letter of credit or cash escrow to guarantee installation of the
improvements and the conditions of final plat approval.
October 2, 2003
Page 14
28) Submit detailed construction plans and specifications for the public utility improvements before
final platting.
29) Construct public utility improvements in accordance with the City's latest edition of Standard
Specifications and Detail Plates.
30) Installation of the private utilities for the site will require permits and inspections through the
City's Building Department.
31) Seed and mulch or sod the site within two weeks of grading. Submit haul route for City approval
prior to any hauling.
32) On the grading plan:
33)
34)
35)
36)
a) Add a storm sewer schedule.
b) Add silt fence Type III along the secondary bluff creek zone line on the south side and
silt fence Type II along the west and east sides of the grading area.
c) Show a minimum 75-foot rock construction entrance.
d) Show all existing and proposed easements.
e) Add a bench mark.
f) Show the storm sewer manholes rim and invert elevations.
On the
a)
b)
c)
d)
e)
g)
h)
i)
j)
k)
l)
utility plan:
Show proposed utility lines 10-feet inside property line.
Add a note, "Connection to existing manhole must be core drilled."
Show sanitary manhole rim and invert elevations.
Show minimum 10-ft. horizontal separation between sanitary and watermain lines.
Show all existing and proposed utility easements.
Show proposed house lower level elevations.
Show sanitary sewer and watermain pipe class and slope.
Show a temporary utility easement to work outside property limit.
Show the location of proposed and existing water and sanitary services.
Show the proposed sanitary and watermain in profile view within the construction area.
All public watermain will be PVC, C-900 pipe
All public sanitary sewer pipe type will be PVC, SDR35.
On
the street and storm plan:
a) Last storm manhole discharging to the pond must include a 2-foot sump.
b) Show the proposed and existing street easements.
Add a legend to the plans.
Add the latest version of City of Chanhassen detail plates# 1002, 1004, 1005, 1006, 2001, 2101,
2109A, 3101, 3102, 3104, 3107, 3108, 3109, 5200, 5203, 5207, 5300, 5301 and 5302.
October 2, 2003
Page 15
37) The driveway easement must be 30 feet wide with 20-feet of hard surface pavement and built to
a 7-ton design. The developer will be required to provide inspection reports verifying the private
street construction complies with this requirement.
38) Structure setbacks shall comply with the following table:
Setbacks: front, rear, side, Bluff Creek primary zone, wetland
Lot 1 30, 30, 10, na, na
Lot 2 30, 30, 10, na, 40
Lot 3 30, 30, 10, 40, 40
Lot 4 30, na, 10, 40, 40
Lot 5 30, na, na, 40, na
39) The current cul-de-sac issue must be addressed. The developer shall contact the Chanhassen
City Engineer and Chanhassen Fire Marshal for options in making a permanent turnaround."
C. "The Chanhassen Planning Commission recommends approval of the Conditional Use Permit #2003-6
for development within the Bluff Creek Overlay District subject to the following conditions:
1)
All structures shall maintain at least a 40 foot setback from the primary zone. No disturbance of the
site shall occur within the first 20 feet of the setback. Open space shall comprise 100% of the
primary zone.
2) The site shall develop substantially in compliance with Subdivision 03-16, Walnut Grove 2nd
Addition."
ATTACHMENTS:
1) Findings of Fact and Recommendation
2) Development Review Application
3) Reduced Copy of Preliminary Plat
4) Letter from Carver Soil & Water Conservation District to Robert Generous dated 9/23/04
5) Notice of Public Hearing and Notified Property Owners List.
October 2, 2003
Page 16
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Klingelhutz Development for Rezoning, Subdivision and Conditional Use Permit
approval.
On October 21, 2003, the Chanhassen Planning Commission met at its regularly scheduled meeting to
consider the application of Klingelhutz Development for rezoning from Agricultural Estate District, A2,
to Mixed Low Density Residential District, R4; preliminary plat approval creating five lots consisting of
one single-family home and four two-family home units, with a variance for the use of a private street
and a conditional use permit for development within the Bluff Creek Overlay District. The Planning
Commission conducted a public hearing on the proposed development preceded by published and
mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak
and now makes the following:
FINDINGS OF FACT
o
o
o
°
The property is currently zoned Agricultural Estate District and is located within the Bluff
Creek Overlay District.
The property is guided in the Land Use Plan for Residential - Low Density use.
The legal description of the property is: see Exhibit A
The proposed subdivision is consistent with the zoning ordinance. The rezoning of the property
to R4 is consistent with the land use designation of the property for Residential - Low Density
use. The proposed development complies with the Bluff Creek Overlay standards.
The proposed development is consistent with all applicable city, county and regional plans
including but not limited to the city's comprehensive plan.
The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water
drainage are suitable for the proposed development.
The proposed development makes adequate provision for water supply, storm drainage, sewage
disposal, streets, erosion control and all other improvements required by the city.
8. The proposed development will not cause significant environmental damage.
October 2, 2003
Page 17
9. The proposed subdivision will not conflict with easements of record.
10. The proposed subdivision is not premature. A subdivision is premature if any of the following
exists:
no
Lack of adequate storm water drainage.
Lack of adequate roads.
Lack of adequate sanitary sewer systems.
Lack of adequate off-site public improvements or support systems.
11.
The planning report # 03-16 Subdivision, 03-6 CUP, 03-4 Rezoning dated October 21,
2003, prepared by Robert Generous, et al, is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Rezoning,
Preliminary Plat and Conditional Use Permit.
ADOPTED by the Chanhassen Planning Commission this 21st day of October, 2003.
CHANHASSEN PLANNING COMMISSION
BY:
Its Chairman
ATTEST:
Secretary
EXHIBIT A
Legal Description Parcel 1:
That part of the Southwest Quarter of Section 10, Township 116, Range 25, Carver
County, Minnesota, described as follows:
Commencing at the West Quarter corner of said Section 10; thence on an assumed
bearing of South 01 degree 56 minutes 40 seconds East along the West line of
said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03
minutes 20 seconds East, a distance of 1190.41 feet to a point on a 3452.34 foot
radius curve, the center of circle of said curve 'bearing North 79 degrees 30
minutes 09 seconds West from said point; thence Southwesterly along said curve,
a distance of 469.80 feet, central angle 07 degrees 47 minutes 49 seconds; thence
South 18 degrees 17 minutes 40 seconds West along tangent, a distance of 64.00
feet to the actual point of beginning of the tract to be described; thence continuing
South 18 degrees 17 minutes 40 seconds West, a distance of 282.12 feet; thence
South 65 degrees 12 minutes 03 seconds East, a distance of 33.12 feet to a point
that is hereafter referred to as Point A.
Point A is described as beginning at the point of intersection of the Northerly
right-of-way line of Minnesota Trunk Highway No. 5 and a line 33.00 feet
Southeasterly of, measured at right angles to and parallel with the centerline of
Carver County Road No. 117; thence on an assumed bearing of North 18 degrees
17 minutes 40 seconds East and parallel with the centerline of said Carver County
Road No. 117, a distance of 725.00 feet to said Point A.
Thence from said Point A, South 65 degrees 12 minutes OJ7 Southeast East, a
distance of 268.73 feet; thence North 18 degrees 17 minutes 40 seconds East, a
distance of 316.33 feet; thence North 71 degrees 42 minutes 20 seconds West, a
distance of ,~00.00 feet to the point of beginning.
Legal Description Parcel 2:
That part of the Southwest Quarter of Section 10, Township 116, Range 25, Carver
County, Minnesota, described as follows:
Commencing at the West Quarter corner of said Section 10; thence on an assumed
bearing of South 01 degree 56 minutes 40 seconds East along fha West line of
said Southwest Quarter, a distance of 1215.40 feet; thence North 88 degrees 05
minutes 20 seconds East, a distance of 1190.41 feet; thence Southerly a distance
of $8,~.79 feet along a curve not tangential with the last described line, said curve
is concave to the West, has a radius 5452.54 feet and a central angle of 6 degrees
22 minutes 10 seconds and the chord of said curve bears South 15 degrees 40
minutes 55 second West to the point of beginning of the tract to be described;
thence continuing Southerly, a distance of 86,01 feet along said curve concave to
the West, having a radius of 5452.54 feet, a central angle of 01 degree 25 minutes
59 seconds; thence South 18 degrees 17 minutes 40 seconds West, tangent to said
curve, a distance of 64.00 feet; thence South 71 degrees 42 minutes 20 seconds
East, a distance of $00.00 feet; thence North 18 degrees 17 minutes 40 seconds
East, a distance of 150.00 feet; thence North 71 degrees 42 minutes 20 seconds
West, a distance of 501.07 feet to the point of beginning.
CITY OF CHANHASSEN
7700 MARKET BOULEVARD
CHANHASSEN, MN 55317
(952) 227-1100
DEVELOPMENT REVIEW APPLICATION
~r'lrY OF C:~
J~II, NHASSEN PLANNING DEPT
ADDRESS: ~-~ ~--~{~ E F-~,,.~.~,~ ~'i ~
TELEPHONE (Daytime) 4~ 5,) - ~/'/'~" '~ 55 (',
ADDRESS:
d
TELEPHONE:
Comprehensive Plan Amendment
__ Temporary Sales Permit
Conditional Use Permit
Interim Use Permit
__ Non-conforming Use Permit
Planned Unit Development*
__ Rezoning ~
Vacation of ROW/Easements
.~ Variance ~r"~"
Wetland Alteration Permit
__ Zoning Appeal
__ Zoning Ordinance Amendment
__ Sign Permits
__ Sign Plan Review
Notification Sign
Site Plan Review*
Subdivision*
X Escrow for Filing Fees/Attorney Cost**
($50 CUP/SPRNACNARANAP/Metes
and Bounds, $400 Minor SUB)
TOTAL FEE $ i ;] r~' ?-¢ h:' ~'-::
A list of all property owners within 500 feet of the boundaries of the property must be included with the
application.
Building material samples must be submitted with site plan reviews.
*Twenty-six full size folded copies of the plans must be submitted, including an 8Yz" X 11" reduced copy of
transparency for each plan sheet.
** Escrow will be required for other applications through the development contract
NOTE - When multiple applications are processed, the appropriate fee shall be charged for each application.
LOCATION
LEGAL DESCRIPTION
TOTAL '3 ~ q
ACREAGE '
WETLANDS PRESENT
PRESENT ZONING
YES __ NO
REQUESTED
ZONING ~'~ ~
PRESENT LAND USE DESIGNATION
REQUESTED LAND USE DESIGNATION
REASON FOR THIS REQUEST
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning
Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within ten business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within ten business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of
my knowledge.
The city hereby notifies the applicant that development review cannot be completed within 60 days due to public hearing
requirements and agency review. Therefore, the city is notifying the applicant that the city requires an automatic 60 day
extension for development review. Development review shall be completed within 120 days unless additional review
extensions are approved by the apTicant.
/ =.. /~/, I /. I
S~natur~f Fe~ O~ner .
Application Received on
Fee Paid
Receipt No. '"~1~1 ~13~
The applicant should contact staff for a copy of the staff report which will be available on Friday prior to the
meeting. If not contacted, a copy of the repo~ will be mailed to the applicant's ~~.~ % '~'.~,~-- '~,-..o,-t~''~,4- (._~-A.~ ~l~'~~ ~1'~I'1~)~
Tom Heiland
From:
Sent:
To:
Subject:
Kara Knutson [kara@ottoassociates.com]
Tuesday, September 09, 2003 9:38 AM
Tom Heiland
Legal Description for Walnut Grove second
Legal Description - Parcel 1:
That part of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County,
Minnesota, described as follows: Commencing at the West Quarter corner of said Section 10;
thence on an assumed bearing of South 01 degree 56 minutes 40 seconds East along the West
line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03
minutes 20 seconds East, a distance of 1190.41 feet to a point on a 3452.34 foot radius
curve, the center of circle of said curve bearing North 79 degrees 30 minutes 09 seconds
West from said point; thence Southwesterly along said curve, a distance of 469.80 feet,
central angle 07 degrees 47 minutes 49 seconds; thence South 18 degrees 17 minutes 40
seconds West along tangent, a distance of 64.00 feet to the actual point of beginning of
the tract to be described; thence continuing South 18 degrees 17 minutes 40 seconds west,
a distance of 282.12 feet; thence South 65 degrees 12 minutes 03 seconds East, a distance
of 33.12 feet to a point that is hereafter referred to as Point A.
Point A is described as beginning at the point of intersection of the Northerly right-of-
way line of Minnesota Trunk Highway No. 5 and a line 33.00 feet Southeasterly of, measured
at right angles to and parallel with the centerline of Carver County Road No. 117; thence
on an assumed bearing of North 18 degrees 17 minutes 40 seconds East and parallel with the
centerline of said Carver County Road No. 117, a distance of 725.00 feet to said Point A.
Thence from said Point A, South 65 degrees 12 minutes 03 Southeast East, a distance of
268.73 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 316.33
feet; thence North 71 degrees 42 minutes 20 seconds West, a distance of 300.00 feet to the
point of beginning.
Legal Description - Parcel 2:
That part of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County,
Minnesota, described as follows: Commencing at the West Quarter corner of said Section 10;
thence on an assumed bearing of South 01 degree 56 minutes 40 seconds East along the West
line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03
minutes 20 seconds East, a distance of 1190.41 feet; thence Southerly a distance of 383.79
feet along a curve not tangential with the last described line, said curve is concave to
the West, has a radius 3452.34 feet and a central angle of 6 degrees 22 minutes 10 seconds
and the chord of said curve bears South 13 degrees 40 minutes 55 second West to the point
of beginning of the tract to be described; thence continuing Southerly, a distance of
86.01 feet along said curve concave to the West, having a radius of 3452.34 feet, a
central angle of 01 degree 25 minutes 39 seconds; thence South 18 degrees 17 minutes 40
seconds West, tangent to said curve, a distance of 64.00 feet; thence South 71 degrees 42
minutes 20 seconds East, a distance of 300.00 feet; thence North 18 degrees 17 minutes 40
seconds East, a distance of 150.00 feet; thence North 71 degrees 42 minutes 20 seconds
West, a distance of 301.07 feet to the point of beginning. Sincerely,
Kara Knutson
Otto Associates, Engineers and Land Surveyors, Inc
9 West Division Street
Buffalo, MN 55313
763-682-4727
kara@ottoassociates.com
i
Ni'~ 'N=ISSYHNVHO
J.N:ilNdO'T:IA~(] 7_J.l'lH'l::) E)NI'IX
NOIJ_IOOV ONOO:IS =IAO~D J. FIN-IVAA
CAR VER ~¢4'~§ C,a~I~ 219 East Frontage Road
Waconia, MN 55387
~ 'l g4~5 ~ Phone: 952-442-5101
http:l/w~ w.co.car~er, mn.us/SB'Cl)/S~ CD main.html
31ixsion Statement: 7o/~rr)wde/eader~h~? m co,,sct'v~t~rm ~md t~ ~wh rtcu~r'd~'h~]~ o/ th~ ~oi/, w~tcr', ami rel~t~d resourccx thr, nt,~h a J*a/:m~ e~.
Septem~r 23, 2003
R~en Generous, Semor Plier
Ci~ of C~as~n
7700 ~ket Boulevard
C~hassen, ~ 55317
Re: Proposed Walnut Grove Second Addition Development
Mr. Generous:
Thank you for sending a copy of the 2003-16 Site Plan, Walnut Grove Second Addition development to rite SWCD
office. Please review the following storm water, erosion, and sediment control comments and recommendations.
Storm Water
Beginning March 10, 2003 all developments disturbing 1-acre or more or part of a contiguous development which
will disturb more than l-acre require a National Pollutant Discharge Elimination System (NPDES) permit from the
Pollution Control Agency (PCA). The owner / operator of the proposed development must apply for and receive the
NPDES permit prior to beginning construction activities.
Any development disturbing more than 1-acre and creating more than 1-acre of impervious surface must also have
permanent storm water treatment. It appears this is being done as the Walnut Grove preliminary plan shows the
storm water runoff being managed by a proposed storm water basin.
High water levels / elevations of the pond and wetland and thc elevations of the lowest level of the proposed
walkouts should be double checked. It appears the elevations of the dwellings may be too Iow.
Erosion Control
Riprap and gcotextile fabric needs to be installed at thc flared end sections of the inlet and outlet of thc storm water
basin.
Sediment Control
The proposed silt fence should be extended 40 feet to the east and 20 feet to the west; the ends of the silt fence
should be angled up-slope in a crescent or 'smile' formation.
A light dub' silt fence should be installed between the duplexes and the storm water pond following the outlet
installation and during home construction.
Inlet control is needed following installation of inlet structures. Inlet control methods will be varied before and after
pavement of the street. Before pavement, inlet protection could consist of heavy. 4uty mono-mono silt fence with 4
foot spacing of metal T-posts and 1" rock around silt fence material. After pavemenk mulch socks, sand bags or
rock and wire could be used as temporary inlet control.
If there are any questions regarding this review please contact the SWCD office.
Sincereav.
Aaron Mlynek~ CPESC-IT
Urban Conservation Technician
\N I,:QI' \I, OI'I'ORI'I :NITY t':MI'I,OYI']~
NOTICE OF PUBLIC HEARING
CHANHASSEN PLANNING COMMISSION MEETING
TUESDAY, OCTOBER 21,2003 AT 7:00 P.M.
CITY HALL COUNCIL CHAMBERS
7700 MARKET BLVD.
PROPOSAL: Rezoning, Subdivision, and
Conditional Use Permit for
a Single Family Home and
Twin Home Units
APPLICANT: Klingelhutz Development
LOCATION: 7305 Galpin Blvd.
NOTICE: You are invited to attend a public hearing about a proposal in your area. The applicant,
Klingelhutz Development, is requesting rezoning of 3.09 acres from A2, Agricultural Estate District
to R4, Mixed Low Density Residential; subdivision approval creating five lots consisting of one
single family home and four twin home units with a variance request; and a conditional use permit
for development within the Bluff Creek Corridor, located at 7305 Galpin Blvd., Walnut Grove
Second Addition.
What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's
request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead
the public hearing through the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses the project.
Questions and Comments: If you want to see the plans before the meeting, please stop by City Hall during
office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project,
please contact Bob at 227-1131 or e-mail bgenerous@ci.chanhassen.mn.us. If you choose to submit written
comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies
to the Commission.
Notice of this public hearing has been published in the Chanhassen Villager on October 9, 2003.
"1 Proposod Location
Smooth Feed SheetsTM Use template for 5t60®
DOUGLAS C & THERESA J BENTZ
7280 GALPIN BLVD
EXCELSIOR MN 55331
BRIAN & KAREN WALKER
7591 WALNUT CRV
CHANHASSEN MN
55317
LEROY C & HELEN E WICKSTROM
C/O CAROL KOCH
14342 GOLF VIEW DR
EDEN PRAIRIE MN 55346
ERIC A BAKKEN &
JOAN H WADE
7606 WALNUT CRV
SHANHASSEN
MN 55317
DAVID K & CHRISTINA J STREETER
7598 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
RICHARD H SR & BARBARA KELLER
2130 CLOVER CT
CHANHASSEN MN 55317
KYLE A & LEAH C PLATH
7604 WALNUT CRV
CHANHASSEN MN
55317
THEODORE A & ANGELA M ELLEFSON
7609 WALNUT CRV
CHANHASSEN MN 55317
WALNUT GROVE HOMEOWNERS ASSN
C/O GITTLEMAN MGMT CORP
1801 E 79TH ST SUITE 21
BLOOMINGTON MN 55425
JONATHAN D & MARCIA L MAPLES
;'602 WALNUT CRV
CHANHASSEN MN 55317
ROBERT G & MELISSA L REED
7611 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
KLINGELHUTZ DEVELOPMENT CO
350 HWY 212 E PO BOX 89
CHASKA MN 55318
SCOTT A & HEATHER D HALLOFF
7600 WALNUT CRV
CHANHASSEN MN 55317
MARK & CONSTANCE LANTERMAN
7612 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
MORRIS L & MURIEL N MULLIN
7630 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
WALNUT GROVE VILLAS ASSN
C/O GITTLEMAN MGMT CORP
1801 EAST 79TH ST SUITE 21
BLOOMINGTON MN 55425
ROTTLUND COMPANY INC
3065 CENTRE POINTE DR
ROSEVILLE MN
55113
ROBERT P & SANDRA L LISTIAK
2138 CLOVER CT
CHANHASSEN MN 55317
THEODORE F & MARLENE M BENTZ
7300 GALPIN BLVD
EXCELSIOR MN 55331
ELDEN E & GLORIA A BOTT
7626 PRAIRIE GLOWER BLVD
CHANHASSEN MN 55317
WALNU~,~ROVE HOMEOWN~ ASSN
CIO 6 ITT L ~G M_~T~.,effiP
1801 E 79TH S~E 21
B L.~.~6"T ON M N"-,,,~425
BRADLEY J & KATHLEEN VELDBOOM
7599 WALNUT CRV
CHANHASSEN MN 55317
NORMA LEE SCHULLER
2116 CLOVER CT
CHANHASSEN MN
55317
DONALD B & JANET L DAHLQUIST
7634 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
STEVEN J & JANICE K VREEMAN
7601 WALNUT CRV
CHANHASSEN MN 55317
JOANNE I JAMES
7627 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
DOROTHY A GRIESMANN
2127 CLOVER CT
CHANHASSEN MN
55317
LEE A & TAMMY L BERGSTROM
7595 WALNUT CRV
CHANHASSEN MN 55317
RICHARD & RHODA M SCHAFFER
2122 CLOVER CT
CHANHASSEN MN 55317
J P'S LINKS INC-JOHN PRZYMUS
CIO PAT NEATON
601 CARLSON PKY #620
MINNETONKA MN 55305
AVERY®
Address Labels
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PATRICIA K KOHN
7638 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
DENNIS E & ELISSA K ELLEFSON
2194 BANEBERRY WAY W
CHANHASSEN MN 55317
HANG CHAN &
CHEUKWAICHONG
2201BANEBERRY WAY W
CHANHASSEN MN
55317
EDWARD J & SUSAN L ROBBINS
2141 CLOVER CT
CHANHASSEN MN 55317
BRADLEY A & JODENE B THRODAHL
2190 BANEBERRY WAY W
CHANHASSEN MN 55317
SHAWNA M GRIEP
2197 BANEBERRY WAY W
CHANHASSEN MN
55317
CHARLES B & SHIRLEY A ENGH
7642 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
AMY DEFIEBRE SUMNER
2186 BANEBERRY WAY W
CHANHASSEN MN
55317
NATHAN R JOHNSON &
BRANDILYN E BAWEK
2193 BANEBERRY WAY W
CHANHASSEN MN
55317
KLINGELHUTZ DEVELOPMENT CO
350 HWY 212 E PO BOX 89
CHASKA MN 55318
STEVEN W & KAREN A BROWN
7670 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
DORIS FRENCH
2189BANEBERRY WAY W
CHANHASSEN MN
55317
WALN UT~..~VE HOMEO~ASSN
C/O GITT,L_E..M_~
1801 E 79TH~TE 21
BLOWN M 5425
JEANNE C GILBERTSON
2170BANEBERRY WAY W
CHANHASSEN MN
55317
JANET I MARUSKA
2175 BANEBERRY WAY W
CHANHASSEN MN
55317
DAVID W & LINDA J HAGGBLOOM
7646 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
ROBERT R & SALLY J SHULTZ
380 MARGARET CIR
WAYZATA MN 55391
JENNY VAN AALSBURG
2171 BANEBERRY WAY W
CHANHASSEN MN
55317
GARY F & JOYCE E ANDERSON
7650 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
CHARLES E &JEANNE S BEHRING
2162BANEBERRY WAY W
CHANHASSEN MN 55317
ERIK J FRITZ &
JINA I KUESEL
2167 BANEBERRY WAY W
CHANHASSEN MN
55317
GERALD O & DARLENE A SODERLIND
TRUSTEES OF TRUST
7656 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
WALNUT GROVE HOMEOWNERS ASSN
C/O GITTLEMAN MGMT CORP
1801 E 79TH ST SUITE 21
BLOOMINGTON MN 55425
CITY OF CHANHASSEN
CIO BRUCE DEJONG
7700 MARKET BLVDPO BOX 147
CHANHASSEN MN 55317
EARLON L MILBRATH &
CAROL ANN D MILBRATH
7662 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
LIEU NGUYEN &
VO THI CHIN
2158 BANEBERRY WAY W
CHANHASSEN MN
55317
LOUIS C ABELA
2163 BANEBERRY WAY W
CHANHASSEN MN
55317
SUSAN M ERICKSON
2198 BANEBERRY WAY W
CHANHASSEN MN
55317
WILLIAM A & BARBARA E BROWN
7676 PRAIRIE FLOWER BLVD
CHANHASSEN MN 55317
CITY OF CHANHASSEN ~
CIO BRUCE DEJONG~..-.-'~
7700 MAR~PO BOX 147
C H A..,H..,H..,H..,H~~S E N MN 55317
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VlARY LOUISE REITMEIER
2159 BANEBERRY WAY W
3HANHASSEN MN
55317
BRADLEY J & JANETTE M WING
2155 BANEBERRY WAY W
CHANHASSEN MN 55317
KATHLEEN W HOMES
2145 BANEBERRY WAY W
CHANHASSEN MN
55317
ANNETTE M CIESZKOWSKI
2141 BANEBERRY WAY W
CHANHASSEN MN
55317
JUNE M CASEY
2137 BANEBERRY WAY W
CHANHASSEN MN
55317
JULIE D WAND
2133 BANEBERRY WAY W
CHANHASSEN MN
55317
CONVENIENCE STORE INVESTMENTS
PO BOX 2107
LACROSSE WI 54602
CITY OF CHANHAS~SI~N
C/O BRUCE..OE-3ONG
7700 MA~k"F__.T BLVDPO BOX 147
CHA..~PrASSEN MN 55317
CHANHASSEN DEVELOPMENT LLC
1434 SALEM LN SW
ROCHESTER MN 55902
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