3 Roundhouse Park AssessmentCITYOF
CHAN EN
690 G9, Center D~ive, PO Box' I47
Chanhassen, Minnesota 55317
Phone 612.937.1900
General Fax 612. 937. 5739
~gineedng Fax 612.937.9152
P~bSc Safe9, Fax 612.934.2524
Web u,u,,:ci, chanhassen.,t~t.z~s
MEMORANDUM
TO: Park and Recreation Commission ~..~.//
FROM: Todd Hoffman, Park and Recreation Director
DATE: July 2 1, 1999
SUB J:
Receive Findings, Roundhouse Park Structure Assessment,
Locus Architecture
Please find attached the Roundhouse report prepared by Paul Neseth of Locus
Architecture and David MacDonald of Mattson MacDonald Inc. The report is
thorough and interesting. The estimated demolition, repair/reuse and new
construction cost when combined with architectural and bid cost would exceed an
$80,000 budget.
RECOMMENDATION
It is my position that refurbishing the Roundhouse at a cost of $80,000 is a worthy
investment. In order to meet this budget, it is recommended that demolition work
be completed by the Park and Recreation Department. The resulting savings
would be invested in plans, specifications, bidding and architectural costs.
g:kpark\th\roundhousememo7-21 .doc
The Gty qleCha~thasse~. A frott,ing communir3, w/th cleatt lakes, qua/it~, sct~ools, a cham~in~ downtown, thrivin~ businesses, and beautifu/ parks. ~ ereat ~/ace w live wade, ~d /)la~:
paul v neseth & wynne g yelland
IOcll~ Architecture, ltd.
45N 93W
1211 west 24~h street minneapolis, minnesota 55405
612.374.5534
612.374.5570fix
July 20, 1999
Mr. Todd Hoffman
City of Chanhassen
Parks and Recreation Department
690 City Center Drive
Chanhassen, Minnesota
553~7
Dear Todd:
The following is a report prepared by David MacDonald of Mattson MacDonald, Inc. (consulting structural
engineer) and me (Paul Neseth) of Locus Architecture, Ltd. (architect) regarding the adaptive reuse/renovation of
the Roundhouse Structure in Roundhouse Park.
Regards,
Paul V. Neseth, AIA
Locus Architecture, Ltd.
PRELIMINARY INVESTIGATION AND CONDITION REVIEW
Roundhouse Structure Roundhouse Park Chanhassen, Minnesota
July 20th, 1999
SCOPE OF THE WORK
On July 8t~, Paul Neseth (Locus Architecture, Ltd., architect) met with Todd Hoffman (City of
Chanhassen, Parks and Recreation Department) and David MacDonald (Mattson MacDonald, Inc.,
structural engineer) to assess the condition of the existing Roundhouse structure on the site of
Roundhouse Park, adjacent to Lake Minnewashta. The purpose of the visit was to observe the
existing condition of the building, consider the proposed plans for renovation and adaptive reuse
and provide an opinion on the cost and extent of work most likely required to stabilize the
structure and allow the safe future reuse of the building. The visit was intended to be a cursory
review of the existing building. An exhaustive inspection was not performed. The observations
were limited to the extent necessary to form only general preliminary opinions and
recommendations.
BUILDING CONDITION
The building is a wood stave and hoop silo/water tower that was converted into a residence with
the addition of windows, doors, interior floor levels and a full basement. The building has been
left unoccupied for a period of time and all interior spaces have been subjected to severe water
penetration. The water has caused considerable damage to the interior finishes and furnishings,
but at this time does not appear to have adversely affected the main building structural system or
foundations.
The wood used in the existing building is of extremely high quality. It is generally old growth
timber, and is not extensively available in the market today, with the exception of a few quality
timber salvage suppliers. These suppliers salvage their material from older buildings, or recover
lumber from lake, river and stream bottoms. The material is generally of a superior quality to that
found at lumberyards, and priced accordingly. The staves in the Roundhouse building are most
likely douglas fir and much of the material is vertical grain lumber from old growth forests. The
intrinsic and historic value of this material is noteworthy.
The building is configured sufficiently for reuse as a shelter and warming house. We see no
monumental problems associated with the layout.
Demolition
Second Floor Deck
The deck is constructed of 2 X 12 douglas fir fi'aming members with 1X material for sub-floor.
All of this material should be removed carefully, taking pains not to damage the exterior wall
structure or the material being removed. Reuse of the 2 x 12s for the construction of the entry
canopy roof will be beneficial in lowering the overall cost of the project.
Exterior Paint
The exterior is coated with numerous layers of paint which have been applied over several
decades. We are assuming that some of this paint contains lead, and thus, must be removed with
care. Sandblasting the exterior will most likely be the most effective solution in removing all of
the paint. Care must be taken to prevent any potential lead from becoming airbome or being let~
behind on park grounds. Care must also be taken in order to protect the surface of the wood from
pitting, as the fir is a fairly so~ surface.
eoof
The roof has failed completely both as a watertight membrane and as a structural element. The
roof flaming sags considerably toward the middle of the building and water that has ponded on the
roof pours into the building. The roof membrane and roof structure should be replaced
completely.
Removal of the roof should be done in such a manner so as not to harm the remaining building.
Any reusable material should be salvaged to reduce the overall cost of the project.
Interior Finishes
The interior finish on the perimeter walls is %" thick tongue and groove douglas fir. The quality,
again, is superior to that which is commercially available today and should be protected and left in
place. All of the other interior finishes should be removed from the building in a manner which
will allow them to be used in the future. The quality of the material used in the stair to the second
floor is superior.
Basement Partitions
The basement is divided into two rooms, one large room which houses the utilities for the building
and another room which is a bathroom. All of the partitions on this level should be removed to
make room for future utilities and storage. None of this material is likely to be salvaged for future
USe.
Existing Windows
All of the windows should be removed in a manner which allows those which are in good
condition to be salvaged. Some windows are damaged and should be discarded.
Second Floor Door
The door should be removed and discarded. The remaining opening will be resized for a new
window.
First Floor Door
The entrance door should be removed and discarded. The opening will need to be altered to allow
for an accessible door.
Repair / Reuse
Foundation Floor
The foundation for the building is a 12" masonry wall built to approximately the same radius as
the building above. The foundation appears to be of newer construction than that of the building
above and appears to be in good to very good condition. The foundation walls extend to about 16"
above grade level and there are two basement windows. There was no evidence of serious cracks,
bowing or settlement of the foundation walls. The foundation walls and footings appear to be
performing satisfactorily. Due to the presence of considerable moisture within the building it was
not possible to determine if water penetration through the foundation wails was a problem.
First-Floor Deck
The re-use of the first floor structure, provided future investigation is consistent with our findings,
will be very advantageous for the type of use the City of Chanhassen is considering. The material
is durable enough to withstand heavy use and thick enough to accept several re-sanding/finishing
treatments. It is conceivable that no finishing would be acceptable since the material would accept
the patina of use very well.
The first floor consists of tongue and groove timber decking spanning across the circular structure.
There are two steel charmels acting as intermediate supports under the decking. This floor
structure has become saturated with water and has buckled severely. The high moisture conditions
Ex~r~r
Utilities
have also caused surface rusting of the steel members below this floor. It appears that the floor
structure is sound and in good to fair condition. The water penetration has not as yet had an
adverse affect on the condition of the structural elements. However, if this condition is left
unattended for any period of time, rotting and irreversible deterioration will occur. It is not likely
that the existing floor structure will be capable of supporting the 100 psf live load requirement (per
Uniform Building Code) for public space without additional reinforcement.
Walls
The exterior of the building is built with wood plank "staves" - most likely bevel trimmed -
possibly tongue and groove, and held together with iron hoops that circle the building at various
levels. This is typical silo or water tank construction that is built in the same fashion as an old
barrel. It appears that not all of the staves or vertical planks are from the same original tank. It
also appears that the iron hoops were moved and re-positioned to accommodate doors, windows
and to possibly coincide with the second floor level.
The exterior members appear to be in good to very good condition. There appears to be no rotting
occurring in the wall structure, however, we should expect that some rotting or sub-standard wood
will be uncovered in the demolition process. We expect that the quantity will be minimal. The
existing windows and doors have minor affect on the stability and integrity of the structure. If no
more substantial openings are required, it is the opinion of Dave MacDonald that the building is
not threatened by maintaining the current openings.
Dave MacDonald was concerned with the method that was used to transfer the wall loads to the
foundation walls. It appears that the full load of the roof, upper floor and walls is transferred to
the first floor decking from a small notch in the wall members. Dave did not consider this an
acceptable condition and this detail would have to be addressed in the renovation phase of the
work. A steel angle should be added to the base of the building to improve its structural integrity.
Due to extensive weathering, the exterior walls will need to be stripped or sandblasted. The
opening of the first floor door should be expanded to accommodate a larger accessible entrance.
The building is ctm-ently provided with both gas and electrical utilities that are reported to be in
full working order. There are currently bathrooms in the structure, however, it is our opinion that
accessible restrooms in the renovation would use too much of the square footage available. Thus,
we suggest that no restrooms be relocated in the building.
New construction
Roof
The roof's profile is a prominent feature of the building. The current flat roof system is not
appealing or structurally efficient. It is our opinion that a roof structure that has more of a
presence would be beneficial to the visual quality of the building. A pitched roof would have
more of a profile and also be consistent with the former, rural nature of the area. The interior roof
structure, if left exposed, could also be a strong feature of the interior of the building.
It must be designed to carry 40 psf snow load as required by the Minnesota State Building Code.
This can be accomplished with conventional dimension lumber framing.
Windows
Insulated wood windows will provide the building with durable and low maintenance apertures
while keeping costs to a minimum. Trim will appear on both the interior and exterior sides of the
windows.
New doors and windows should be sized to fit in the existing openings. Enlargement of the
existing wall openings should be avoided. Also, we do not recommend increasing the number of
wall openings. We understand that it may be necessary to widen the first floor entry door opening
slightly to accommodate handicap accessibility requirements. It did not appear that this would
have a serious affect on the structure. New lintels may be required for any larger window or door
openings. At the time of our visit it was not possible to determine if any lintel of any type was
provided at any existing openings. Depending on the size and location of the future window and
door openings, it may be possible to re-position the steel hoops around the building to a more
symmetrical (i.e. preferable) configuration.
Access Ramp / Site Work
There are currently two steps up to the door on the exterior. The grade of the site will have to be
modified to allow easy access to the existing door for wheelchair accessibility.
New Heating System
The suggested use of the building in the winter is that of a warming house for a skating rink. A
new heating system should provide the house with a minimum year-round temperature of
approximately 55 degrees.
Electrical (lighting / ceiling fan)
Ventilation and air stratification will be controlled via a ceiling fan.
Entry Canopy
A new entry canopy is not necessary for the structure, however, it would provide cover over the
door.
New beams, columns and footing under the first floor
It is the opinion of Dave MacDonald that additional steel supports and columns in the basement
may be needed below the existing floor structure. This may require additional new small footings
below the basement floor.
Re-positioning of the steel hoops and modification of the hoop in line with the door opening.
The steel hoops on the perimeter may need to be adjusted to provide a more efficient structure.
Additionally, the hoop currently penetrated by the first floor door will have to be adjusted to
accommodate the larger door.
Rebuild Basement Stairs
The foundation floor is acceptable for the new utilities and also for general storage for the park
and shelter. Seasonal storage of chairs, benches, tables, etc. would be accessible through a trap
door located in the same position as the current stair. No extensive re-fi.ming would be
necessary. The existing stair would need to be re-framed; however, the service nature of it would
not require a finished treatment, but rather one which simply meets code.
Steel Angle
As indicated above, the support of the building on the foundation walls is suspect and should not
remain as it is currently. Dave MacDonald would recommend that a new bent plate or steel angle
be placed around the interior of the building on the floor. Lag bolts should be installed into the
vertical wall staves and anchor bolts should be extended into the foundation wall.
Basement Windows
There are currently two basement windows which should be replaced with glass block units with
venting. This would provide a greater degree of security for the building while maintaining the
light and venting options of the windows.
ENGINEER'S SUMMARY
It is Dave MacDonald's opinion that the existing structure is in good to fair condition. With
immediate attention to the problem of water leakage into the building, further threat of
deterioration of the structure can be eliminated. The building appears sound and stable at this
time. Minor deficiencies were noted during this cursory review and it is not unlikely that
additional minor deficiencies will be found during demolition and cleaning of the interior spaces.
There was no observed evidence of serious deficiencies or deterioration that would make the
adaptive re-use unfeasible for this structure.
ARCHITECT'S SUMMARY
We believe that the existing structure in Roundhouse Park has substantial value as an architectural
element. Both the existing materials and the history of the building are irreplaceable. The plan of
the building is perfectly suited for the suggested use and would also be conducive to future
adaptation. The investment in preservation will surely be worth it.
Paul V. Neseth, AIA
Locus Architecture, Ltd.
July 20, 1999
DEMOLITION
Second Floor Deck
Exterior Paint (Sandblast)
Roof
Interior Finishes
Basement Partitions
Existing Windows
Second Floor Door
First Floor Door
Estimated Co~ts
Low High
$10,000 $15,000
REPAIR / REUSE
Foundation Floor (possible waterproofing)
First-Floor Deck (Finishing)
First-Floor Deck (Repair)
Exterior Walls (Repair of degraded material)
Exterior Finishes
Interior Wall Finish
NEW CONSTRUCTION
Roof
Windows
Access Ramp / Site Work
New Heating System
Electrical (lighting / ceiling fan)
Entry Canopy
New beams, columns and footings under the first floor framin~c
Repositioning of Steel Hoops
Rebuild basement stairs
Steel Angle
Basement Windows (Replace with glass block)
Engineering
Total
$75O $1,500
$80O $1,500
$1,000 $2,000
$1,000 $2,000
$2,200 $3,000
$1,500 $2,000
$18,000 $24,000
$6,000 $9,000
$750 $1,500
$3,5OO $4,O00
$4,000 $5,000
$2,000 $3,000
$4,000 $5,000
$600 $1,000
$1,500 $2,000
$2,000 $3,000
$1,000 $1,500
$5O0 $8O0
$61,100 $86,800
To: City of Chanhassen
Todd Hoffman, Director of Park and Recreation
Regarding: Renovation of the" Roundhouse"
Dear Todd,
7/14/99
RECEIVED
JUL 1 5 1999
CiTY OF CHANH^$SEN
We are new residents to this area and really enjoy the parkway and lake
Minnewashta neighborhood. However, we could not figure out what the round building
was used for or what significant meaning it had to the area.
The building does not add any particular character to the park but rather
it blocks out the best view in town which is of course the lake ~itselZ.
Perhaps the council could consider spending some of the money that would have
been used in the renovation of the buildir~ into putting up a small canopy type
structure ( as many parks do ) on a concrete slab. There could be a couple of
picnic tables there for families to sit and enjoy the lake view and watch their
children play on the park playground.
Please consider this a vote from us to demolish the" Roundhouse"
Sincerely.
,.~ , .~. ~
4029 Hallgren Ct.
P.S. We would appreciate a copy of the assessment report.
CITYOF
CHANHASSEN
690 GO, O, ter Drive, ?O Box 147
Chanhasse,, Minnesota 55317
Phone 612.937. I900
Genera/?ax 612.937.5739
£ngineeri,g E, zx 612.932 9152
Pub~it SafeO, t:ax 612.934.2524
Web wu,u:ci, chanhassen, m,. us
July 9, 1999
Dear Resident:
On Tuesday, July 27, 1999, at 7:30 p.m., the Chanhassen Park and Recreation
Commission will receive and review a structure assessment for the "Roundhouse" at
Roundhouse Park. Locus Architecture, Ltd., has been hired to complete this
assessment. The Roundhouse is a unique structure in relatively sound condition.
However, upon close inspection estimated costs to renovate the structure have
escalated.
On the 27th, the commission will be making a recommendation to the City Council.
The two obvious alternatives are to spend the money needed to refurbish the
structure or to demolish it. If you have an interest in these deliberations, you are
invited to join the Park and Recreation Commission on the 27th, or mail or e-mail
your comments. The assessment report will be available after July 21st. If you
would like a copy, please contact me.
Sincerely,
Todd Hoffman
Director of Park and Recreation
c~
Scott Botcher, City Manager
City Council
Park and Recreation Commission
Roundhouse Park file
g:\park\th\RoundhouseParkStructureLtr
The CiO, of C/m.hasse.. A growi.g communi9 with clean lakes, quaho, schooh, a cha.ni.~ dow. town, t/.'ivi,~ busi,esses, and beauti~d parks. ~ vreat place to live, .,ork a, g ola~
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JERRY L & K KORTGARD
39J~t GLENDALE
~ 'LSIOR, MN 55331
THOMAS LANO
6991 COUNTRY OAKS ROAD
EXCELSIOR MN 55331
CORRINA & MARK BARTIKOSKI
4099 HALLGREN LANE
EXCELSIOR, MN 55331
DARYL & DEBRA KIRT
7600 CHANHASSEN ROAD
CHANHASSEN, MN 55317
DONALD & DEBORAH NOACK
4004 HALLGREN COURT
EXCELSIOR, MN 55331
KATHERINE M. BERGENTHAL
4111 HALLGREN LANE
EXCELSIOR, MN 55331
THOMAS P MANN
7211 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
JAMES & SHELLY MARTIN
4016 HALLGREN COURT
EXCELSIOR MN 55331
ESTER & CHRISTOPHER CLANTON
4114 HALLGREN LANE
EXCELSIOR, MN 55331
HERITAGE DEVELOPMENT OF MN, INC.
450 EAST COUNTY ROAD D
LITTLE CANADA, MN 55117
DANIEL & BARBARA WISNIEWSKI
4017 HALLGREN COURT
EXCELSIOR. MN 55331
JO ANN HALLGREN
3921 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
HAROLD J. TAYLOR, TREASURER
STRATFORD RIDGE HOMEOWN
3861 STRATFORD RIDGE
EY.,F..=ELSIOR, MN 55331
GARY J. STAFFANSON
4028 HALLGREN COURT
EXCELSIOR, MN 55331
STEPHAN HOME CONSTRUCTION INC
CHRIS B STEPHAN
1212 CTY ROAD 19
MAPLE PLAIN, MN 55359
DAY CONSTRUCTION INC.
1855 W 80TH STREET
VICTORIA, MN 55386
MICHAEL & BARBARA ECKERT
4029 HALLGREN COURT
EXCELSIOR MN 55331
WENDY J. HAAS HAMMOND
353 HORNBEAM DR
LONGWOOD, FL 32779
PHILIPPE A. DUFOUR
6931 COUNTRY OAKS ROAD
EXCELSIOR, MN 55331
FOUR HAHN PROPERTIES LLC
18500 CO RD 6
PLYMOUTH, MN 55447
JASON & MIMI HAHN
4142 HALLGREN LANE
EXCELSIOR, MN 55331
SHELDON & RUTH TANG
6951 COUNTRY OAKS ROAD
EXCELSIOR, MN 55331
GEORGE HANKEY
4051 HALLGREN COURT
EXCELSIOR. MN 55331
MICHAEL DALTON
4153 HALLGREN LANE
EXCELSIOR, MN 55331
RAYMOND & TERESA NICHOLSON
6971 COUNTRY OAKS ROAD
EXCELSIOR, MN 55331
ANNE HUEMME
4070 HALLGREN LANE
EXCELSIOR, MN 55331
PATRICK & MARY YANTES
4156 HALLGREN LANE
EXCELSIOR, MN 55331
STEVE & BRENDA HACHTMAN
6984 COUNTRY OAKS ROAD
EXCELSIOR, MN 55331
ROBERT & JILL SCHULZ
4075 HALLGREN LANE
EXCELSIOR, MN 55331
WILLIAM F. SLOTT/LORNA L. SLOTT
4167 HALLGREN LANE
EXCELSIOR, MN 55331
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BARRY MATSUI
4170 HALLGREN LANE
EXCELSIOR, MN 55331
JUDITH & GREG HAHN
18500 COUNTY ROAD 6
PLYMOUTH, MN 55447
PAUL & MARY JOHNSTON
4184 HALLGREN LANE
EXCELSIOR, MN 55331
JAMES GARFUNKEL
3738 HICKORY
EXCELSIOR, MN 55331
LINDA SCOTt
SUSAN MORGAN
4031 KINGS ROAD
EXCELSIOR, MN 55331
DAVID BORRIS
4071 KINGS ROAD
EXCELSIOR, MN 55331
LOWELL CARLSON
4141 KINGS ROAD
EXCELSIOR, MN 55331
MARK AMBROSEN
3830 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
GERALD & MELANIE KELLY
3841 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
KENT FORSS
3850 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
SCOTT & PAMELA HOWARD
3861 MAPLE SHORES DRIVE
EXCELSIOR MN 55331
GABRIELE WITTENBURG
3870 MAPLE SHORES DRIVE
EXCELSIOR MN 55331
BRADLEY D. STRAKA
3881 MAPLE SHORES DRIVE
EXCELSIOR MN 55331
BARBARA SCOULER
3890 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
TRUDY GUTOWSKI
3900 MAPLE SHORES DRIVE
EXCELSIOR MN 55331
ROBBY D. SEGAL
3901 MAPLE SHORES DRIVE
EXCELSIOR MN 55331
TERRY CARNS
3911 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
TIM & LAURIE JENZER
3920 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
JOANN HALLGREN
3921 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
THOMAS GIESEN
3930 MAPLE SHORES DRIVE
EXCELSIOR, MN 55331
BARBARA HEADLA
6870 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
LARRY WENZEL
6900 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
JOHN P BAUMTROG
7141 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
PETER MOE
7161 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
THOMAS MANN
7211 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
PETER BENJAMIN
7231 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
MARK MALINOWSKI
7250 MINNEWASHTA PKWY
EXCELSIOR, MN 55331
HARVEY & SUZANNE SOBEL
1331 HILLSDALE DRIVE
RENO, NV 89503
FLORENCE BAILEY
7028 RED CEDAR COVE
EXCELSIOR, MN 55331
LANE WOODLAND
7034 RED CEDAR COVE
EXCELSIOR, MN 55331
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PATRICIA A BIXLER
70,3~RED CEDAR COVE
E LSIOR, MN 55331
JOHN MANEY
7078 RED CEDAR COVE
EXCELSIOR, MN 55331
JAMES GULSTRAND
3831 RED CEDAR POINT DR
EXCELSIOR, MN 55331
CHARLES D. HAWORTH
7044 RED CEDAR COVE
EXCELSIOR, MN 55331
ROBERT HOLZINGER
7085 RED CEDAR COVE
EXCELSIOR, MN 55331
KENNETH SMITH
3837 RED CEDAR POINT DR
EXCELSIOR, MN 55331
ROBERT D. WILSON
7048 RED CEDAR COVE
EXCELSIOR, MN 55331
LOUIS GUTHMUELLER
7095 RED CEDAR COVE
EXCELSIOR, MN 55331
TIMOTHY STOLZ
3840 RED CEDAR POINT DR
EXCELSIOR, MN 55331
BOB BRUERS
7054 RED CEDAR COVE
EXCELSIOR, MN 55331
RAY & KATHRYN OSMANDSON
7096 RED CEDAR COVE
EXCELSIOR, MN 55331
KEVIN CLARK
3841 RED CEDAR POINT DR
EXCELSIOR, MN 55331
WARREN RIETZ
7058 RED CEDAR COVE
EXCELSIOR, MN 55331
ROBERT BARTIKOSKI
7098 RED CEDAR COVE
EXCELSIOR MN 55331
GARY COBB
3859 RED CEDAR POINT DR
EXCELSIOR, MN 55331
DAVID C. PRILLAMAN
7064 RED CEDAR COVE
EXCELSIOR, MN 55331
GARY VIERLING
7099 RED CEDAR COVE
EXCELSIOR, MN 55331
LOUIS ZAKARIASEN
3861 RED CEDAR POINT DR
EXCELSIOR, MN 55331
COY SHELBY
7068 RED CEDAR COVE
EXCELSIOR, MN 55331
RICHARD COMER
3800 RED CEDAR POINT DR
EXCELSIOR, MN 55331
JAMES CONNOR
3901 RED CEDAR POINT DR
EXCELSIOR, MN 55331
ROBERT E ROYER
7074 RED CEDAR COVE
EXCELSIOR, MN 55331
ROBERT OSBORNE
3815 RED CEDAR POINT DR
EXCELSIOR, MN 55331
MICHAEL & CYNTHIA WENNER
3801 RED CEDAR POINT RD
EXCELSIOR MN 55331
RED CEDAR COVE ASSN
ALYCE FULLER
7075 RED CEDAR COVE
EXCELSIOR, MN 55331
JON B. FOGELBERG
3821 RED CEDAR POINT DR
EXCELSIOR, MN 55331
PETER J. SCHISSEL
3851 RED CEDAR POINT RD
EXCELSIOR, MN 55331
ALYCE FULLER
7075 RED CEDAR COVE
EXCELSIOR, MN 55331
BERNARD LEACH
3830 RED CEDAR POINT DR
EXCELSIOR, MN 55331
WAYNE RAMLOGAN
4086 RED OAK LANE
EXCELSIOR, MN 55331
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SISKA GROUP, INC.
450 EAST COUNTY ROAD D
LITTLE CANADA, MN 55117
PATRICK & DARLENE LANGAN
4107 RED OAK LANE
CHANHASSEN, MN 55317
HERITAGE DEVELOPMENT OF MN, INC.
450 EAST COUNTY ROAD D
LITTLE CANADA, MN 55117
SUPERIOR HOMES OF MN LTD
1389 82ND STREET
VICTORIA, MN 55386
CARRIE ROSETH
8717 63RD AVENUE NORTH
BROOKLYN PARK, MN 55428
HOWARD & ANN ANDERSON
4150 RED OAK LANE
EXCELSIOR, MN 55331
SISKA GROUP, INC.
450 EAST COUNTY ROAD D
LITTLE CANADA, MN 55117
KEVIN HATLESTAD & ANN MARTIN
4166 RED OAK LANE
EXCELSIOR, MN 55331
EDWARD & LORI KLING
6742 WINSDALE STREET
GOLDEN VALLEY, MN 55427
RICHARD HIRSTEIN
4182 RED OAK LANE
EXCELSIOR, MN 55331
ROBERT & DEANNA BUNKELMAN
4191 RED OAK LANE
EXCELSIOR, MN 55331
MICHAEL & MICHELLE HANNAFIN
4198 RED OAK LANE
EXCELSIOR, MN 55331
WILLIAM MUNIG
6850 STRATFORD BLVD
EXCELSIOR, MN 55331
KEVIN & SUELLYN TRITZ
3851 STRATFORD RIDGE
EXCELSIOR, MN 55331
HAROLD & ELAINE TAYLOR
3861 STRATFORD RIDGE
EXCELSIOR, MN 55331
DAVID & DIANE LIESER
3881 STRATFORD RIDGE
EXCELSIOR, MN 55331
ELIZABETH & SCOTT MICEK
3900 STRATFORD RIDGE
EXCELSIOR, MN 55331
DOUG REICHERT
3901 STRATFORD RIDGE
EXCELSIOR, MN 55331
SANDY & STEVE NORDLING
3920 STRATFORD RIDGE
EXCELSIOR, MN 55331
LARRY S. HANSON
3921 STRATFORD RIDGE
EXCELSIOR, MN 55331
IVAN P. STREIF
3940 STRATFORD RIDGE
EXCELSIOR, MN 55331
JEFFREY ADAMS
3960 STRATFORD RIDGE
EXCELSIOR, MN 55331
RICHARD HUNTER
3961 STRATFORD RIDGE
EXCELSIOR, MN 55331
W SCOTT MORROW
3980 STRATFORD RIDGE
EXCELSIOR MN 55331
TERRY & BONNIE LABATT
3981 STRATFORD RIDGE
EXCELSIOR. MN 55331
BARTON & KATHERINE WELLS
4000 STRATFORD RIDGE
EXCELSIOR MN 55331
TODD L. BENDER
4001 STRATFORD RIDGE
EXCELSIOR MN 55331
JAMES & ANNE LARSON
4000 WHITE OAK LANE
EXCELSIOR MN 55331
RICHARD & MARY EVENSON
4001 WHITE OAK LANE
EXCELSIOR MN 55331
THOMAS & STACIE HANSON
4020 WHITE OAK LANE
EXCELSIOR MN 55331
Sm, ooth Feed SheetsT~' Use template for 5160®
KYLE HEITKAMP
WHITE OAK LANE
LSIOR, MN 55331
CARL & CARLOTTA POSZ
4132 WHITE OAK LANE
EXCELSIOR, MN 55331
SCOTT & ANN BIEGANEK
4040 WHITE OAK LANE
EXCELSIOR, MN 55331
BRANDL/ANDERSON HOMES, INC.
166 COBBLESTONE LANE
BURNSVlLLE, MN 55337
WORTH CONSTRUCTION, INC.
11112 PARK DRIVE
ROGERS, MN 55374
KRISTIN & JEFFREY LANGE
4148 WHITE OAK LANE
EXCELSIOR, MN 55331
LESLIE A. JACKSON
4060 WHITE OAK LANE
EXCELSIOR, MN 55331
CHRIS & VAL CARNEY
4149 WHITE OAK LANE
CHANHASSEN, MN 55317
AMY & RONALD DVORAK
4061 WHITE OAK LANE
EXC,~ELSIOR, MN 55331
DANIEL & DIANE WATTENHOFER
3377 LAKESHORE DRIVE
CHASKA, MN 55318
SCOTT RENN
4080 WHITE OAK LANE
EXCELSIOR, MN 55331
CRAIG & BETH HALLE'Ir
4165 WHITE OAK LANE
EXCELSIOR, MN 55331
ROBIN PETERS
4100 WHITE OAK LANE
CHANHASSEN, MN 55317
JAY & SHEILA JOHNSTON
4181 WHITE OAK LANE
EXCELSIOR, MN 55331
REGENCY HOMES
1333 5TH AVENUE
ANOY-,A, MN 55303
JANET LOWE
315 NORWEST BANK BUILDING
1011 FIRST STREET SO
HOPKINS, MN 55343
WAYNE IRENE
4116 WHITE OAK LANE
CHANHASSEN, MN 55317
RICHARD STEIN
4117 WHITE OAK LANE
CHANHASSEN, MN 55317