3. 2012 Street Reconstruction Project: Approve Plans and Specs and Auth Ad for Bids0
CITY OF
CHANHASSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
Public Works
7901 Park Place
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www.ci.chanhassen.mn.us
MEMORANDUM
TO: Paul Oehme, Director of Public Works /City Engineer 0.
FROM: Alyson Fauske, Assistant City Engineer
DATE: February 27, 2012
SUBJECT: 2012 Street Reconstruction Project No. 12 -01: Approve Plans and
Specifications; Authorize the Advertisement of Bids
3
PROPOSED MOTION
"The City Council adopts the attached resolution approving the plans and
specifications for the 2012 Street Reconstruction Project No. 12 -01 and
authorizing the advertisement of bids."
City Council approval requires a simple majority vote of the City Council present.
BACKGROUND
At the May 9, 2011 work session, staff reviewed with Council the proposed 2012
Street Reconstruction project.
On May 23, 2011, the
City Council
authorized the
preparation of the
feasibility study.
On November 9, 2011,
a neighborhood
meeting was held to
discuss the proposed
project.
On December 12,
2011, the City Council
accepted the feasibility
study and called the
public hearing.
On January 23, 2012,
the City Council held
the public hearing and authorized the preparation of plans and specifications.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Paul Oehme
2012 Street Reconstruction Project
February 27, 2012
Page 2
DISCUSSION
The 2012 project includes the reconstruction of approximately 1.1 miles of streets in the Minnewashta
Heights neighborhood. The street segments within the proposed project were identified by the City's
Pavement Management software, site investigations and utility problems in the area.
The streets in Minnewashta Heights are 40 years old and cannot be cost effectively repaired with minor
maintenance such as sealcoats or even a bituminous overlay. These streets were last sealcoated in 1994
and 1999.
The streets are in poor condition
with an average pavement
condition index of 38. A road
under 45 typically indicates
distress that would require a full -
depth reconstruction.
The west portion of Shore Drive
has a pavement condition index
between 52 and 64; however, these
scores are artificially high since
there are three watermain break
patches in this vicinity and this
area has been patched extensively.
The plat for the area shows the
roadway right -of -way is 50 feet
wide. The width of the roadways
varies from 24 feet to 28 feet wide.
The existing road section is
bituminous pavement with no curb
and gutter. No sidewalk is in the
project area and no new sidewalk is
The proposed improvement calls for reconstruction of the roadway. The width of the roadway is
proposed to be about the same width of the existing streets. Concrete gutter is proposed to be added to
this area to improve drainage and help extend the life of the streets.
The proposed design includes a modified street section that reduces the amount of sand from 24" to 18"
and the amount of Class 5 from 12" to 8 ". These revisions were recommended by the City's soils
engineer, Braun Intertec, to provide the same structural strength as the standard street section based on
known subsoil conditions.
Some trees within the right -of -way but in front of some residential lots will be impacted by the
reconstruction work. The plans include the removal of approximately 45 trees within the project area due
proposed to be included with the project.
Paul Oehme
2012 Street Reconstruction Project
February 27, 2012
Page 3
to water service and hydrant replacement. Staff will work with affected property owners to minimize the
tree removal as much as possible.
Sanitary Sewer Improvements
Staff has investigated and televised the condition of the sanitary sewer in this area. Approximately 1,600
feet of sewer is proposed to be replaced due to the condition of the pipe. No sanitary sewer backup
problems have been recorded in this area; however, a number of pipe sags have been identified and these
areas should be replaced at this time. The sanitary sewer services that access these sections of the pipes
are also proposed to be replaced between the lateral sewer and the right -of -way. Sanitary sewer pipe
replacement will be by the traditional open cut method.
The remaining sewer pipe is in good structural condition, although some require mineral removal,
grouting and/or lining to reduce the incidence of inflow and infiltration. These minor repair areas are also
proposed to be fixed at this time. This work can be done without digging up the pipe.
Watermain Improvements
The watermain in this area is 40 years old and should be replaced at this time. The mains are made of cast
iron and 10 documented breaks have been recorded in this area. Water services between the lateral
watermain and the right -of -way is proposed to be replaced, as well as the curb stop. The new watermain
is proposed to be eight inch diameter PVC pipe.
Staff proposes to include a bid alternate to directionally drill the new watermain. This technology
requires excavations at each end of the installation which minimizes the disruption to the ground surface.
Open trenches to install the new water services and curb stops would still be required. Directional drill
technology is appropriate in this project since only a portion of the sanitary sewer will be replaced by
open cut method.
Storm Sewer Improvements
The Minnewashta Heights plat area is approximately 56 acres in size and the actual watershed within the
project area is 32 acres. Currently there is very little stormwater infrastructure or piping system in the
area. The majority of the stormwater runoff generated by this neighborhood discharges directly into Lake
Minnewashta. The area is fully developed so construction of new stormwater treatment ponds to treat
runoff before it discharges into Lake Minnewashta is not an option.
The final storm water design is a hybrid of the three options previously presented to the Council. Runoff
from Maplewood Court will be piped to the existing stormwater ponds off of Landings Drive, west of the
project area. The runoff from the Highway 7 right of way will no longer be conveyed to this pond to
provide capacity for the drainage from Maplewood Court. A MnDOT drainage permit application has
been submitted and is currently under review.
The drainage area map is shown below.
Paul Oehme
2012 Street Reconstruction Project
February 27, 2012
Page 4
The northern part of Elm Tree and the majority of Dogwood Avenue will continue to drain to
Minnewashta Heights Park. There is an existing drainageway on the south side of the park within the
treeline.
Staff proposes to
construct three
filtration basins in
the area to provide
rate control of the
runoff. The
filtration basin
locations were
chosen to minimize
tree loss; three ash
trees are proposed to
be removed.
The filtration basins
will be two to three
feet deep and will
be planted with
shrubs so that
landscape
maintenance will
not be required.
Paul Oehme
2012 Street Reconstruction Project
February 27, 2012
Page 5
An Iron- Enhanced Sand Filtration system is an
underground treatment system that captures
suspended solids, particulate phosphorus, and
dissolved phosphorus. The iron forms rust (iron
oxide) and the dissolved phosphorus attaches to these
iron oxides, thereby removing it from the stormwater
runoff.
This system is also known as the Minnesota Filter
because it was developed at the St. Anthony Falls
Laboratory at the University of Minnesota. Several
communities -such as St. Louis Park and Prior Lake -
and watershed districts have used this system
successfully for stormwater treatment where standard treatment ponds are not an option.
The cross section of the iron filtration system is shown below. Runoff within the storm sewer system will
enter into the "Water Quality Manhole ", then into the iron filtration system. The runoff enters the top tier
of rock, then through the iron filings, then through another layer of rock before draining exiting the filter
through a drain tile system. The draintile will discharge to Lake Minnewashta.
SHORE DRIVE
NORTH SOUTH
PL CL PL
25' 25'
12' to Bock 12' to Bock
SHORE DRIVE
R 970.5 ® ACCESS
a
� 24" RCP
� z ~
r - DENOTES RECON OF
3 � 968 STORM WATT FLOW
OW
963
-- 981 CONNECT TO EXIST.
12" HDPE
,r
12" HDPE 2" CLEAR ROCK
COARSE FILTER AGGREGATE SAN. SEWER
W/IRON FILINGS EL 957.0
2" CLEAR ROCK
6" DRAIN TILE
The iron filtration system is designed to treat the first 1/2 to 1 inch of a rain event. Any excess runoff will
bypass the iron filing system, into the storm sewer discharge to Lake Minnewashta.
Paul Oehme
2012 Street Reconstruction Project
February 27, 2012
Page 6
Raingardens (biofiltration areas) are stormwater
management practices intended to mimic natural
conditions. They treat runoff from smaller drainage areas
and promote infiltration, which reduces the volume of
water getting to Lake Minnewashta and removes the
nutrient load associated with the infiltrated volume.
These areas may be planted with a variety of plants
ranging from prairie species to a perennial garden to
shrubs and mulch.
Raingardens have been installed on homeowner
properties along Pontiac Circle and Foxford Road and
in Lake Ann Park. There are no specific areas within the
proposed project area where raingardens would be
required. Participation in the raingarden program is voluntary.
The raingarden option was presented at both neighborhood meetings and in January, 2012 a letter was
sent to owners whose properties drain toward the lake reminding homeowners about the option to have a
raingarden installed. Staff has met with three property owners representing four properties to go over
their options for a raingarden. Staff anticipates that there will be more interest in raingardens once the
project moves forward, which has happened in past projects. The project bid includes the installation of
up to 10 raingardens in the project area. Funding for the raingardens is from the Surface Water Utility
fund; it is not assessed to the property owners and therefore would not change the per lot assessment. The
raingardens are proposed to be bid as an alternate to the base bid of the project.
The plans include the installation of St. Anthony Falls Laboratory Baffles (SAFL Baffles) in five of the
sump storm manholes. The intent of sump manholes is to provide an area within the storm manhole for
solids to settle and limit sediment deltas at storm pond inlets, however during heavy rain events the
volume and velocity of runoff through the manhole resuspends the solids. The resuspended sediment is
then conveyed to the inlets of downstream water features which decreases the capacity of ponds and
requires maintenance in that the sediment must be removed. The SAFL Baffles are designed to prevent
runoff from becoming turbulent in the sump manhole, thereby reducing the resuspension of solids.
.I ■I ��.`''�1J
WASHOUT
YJktl.k!'11�.��
I SAFL BAFFLE
I �
. Ilf21L:ri2
N'tXXLI'7CU
EDIMENT
SIDE VIEW
SIDE VIEW
Paul Oehme
2012 Street Reconstruction Project
February 27, 2012
Page 7
PROJECT FUNDING
Funding for the project is anticipated to come from several sources. Forty percent (40 %) of the street
improvement costs would be assessed back to the benefitting property owners, per the City's assessment
practice. The remaining 60% of the street cost would be a City cost. All of the utility replacement and
storm sewer costs will be paid by appropriate City utility enterprise fund. The engineer's estimate has
been revised based on the fmal plans.
Funding Source Amount
Budgeted
Streets: Assessments/Revolving Assessment Fund $1,700,000
Watermain: Water Utility Fund $700,000
Sanitary Sewer: Sewer Utility Fund $300,000
Storm Sewer: Surface Water Utility Fund $400,000
$3,100,000
The estimated costs include 10% contingency and 10% indirect costs.
Estimate
$1,629,200
$515,460
$227,500
$406,535
$2,778,695
The storm sewer costs are higher than the feasibility study estimate due to adding SAFL baffles to the
design and increasing the sump depth in the manholes from two feet to three feet, which increases the
efficacy of the SAFL baffles. The cost of the iron filtration system will likely be reduced based on the
number and location of rain gardens within the project.
It is proposed that the five lots that constitute Minnewashta Heights Park be assessed for the project. The
City would pay the assessment for these lots. This is consistent with past projects. The estimated
assessments are $6,025.26/lot. This assessment is based on the proposed street section of 18" of sand, 8"
of Class 5 and 3.5" of bituminous, as mentioned previously in this report. This modified street section is
$927.27/lot lower than the estimated cost for a standard street section.
The existing two City -owned street lights on Maplewood Circle are proposed to be upgraded to current
standards. Staff s opinion is that since this in an existing system the upgrades should be paid under the
street lighting and signal budget and will be completed by Xcel under a separate contract this summer.
SCHEDULE
The proposed project schedule is as follows:
Neighborhood Meeting ........................ ............................... ..........................April, 2012
Assessment Hearing ...................... ............................... ...........................April 23, 2012
ProjectBegins ................................................................. ............................... May, 2012
Most work completed ..................................... ............................... End of August, 2012
Substantial Completion ............................................. ............................... October, 2012
ATTACHMENTS
1. CIP pages
2. Resolution
3. Preliminary Assessment Roll
Capital Improvement program 2012 thru 2016
Department Sanitary Sewer Improvements
City of Chanhassen, MN Department
Paul Oehme
Project # SS -014 Type Improvement
Project Name Sanitary Sewer Replacement Useful Life Unassigned
Category Utilities
Account 111 701 - 7025 -4751 Account #3
Priority n/a
Account #2 Account #4
Description Total Project Cost: $1,150,000
Replacement or rehabilitation of existing sanitary sewer lines in conjunction with the reconstruction of the City street.
Jus t i fi c ation - -�
The City considers the condition of the existing utilities in the process to select streets for rehabilitation in an effort to realize cost savings by
consolidating these projects.
Prior Expenditures 2012 2013 2014 2015 2016 Total
250,000 Construction 300,000 300,000
300,000 900,000
Total Total 300,000 300,000
300,000 900,000
Prior Funding Sources 2012 2013 2014 2015 2016 Total
250,000 Sewer Utility Fund 300,000 300,000
300,000 900,000
Total Total 300,000 300,000
300,000 900,000
Budg imp — — L
[bus project will decrease maintenance costs.
90
01
P I
P I
51
I I
Capital Improvement Program 2012 r hru 2016
City of Chanhassen, MN
Project # ST -012
Project name Annual Street Improvement Program
Accuunr rtl Uul xxxx -4751
Account #2
Account #3
Account #4
Department Street Improvements
Contact Paul Oehme
Type Improvement
Useful Life Unassigned
Category Streets/liighways
Priority n/a
De Total Project Cost: $10,700,000
knnual project to rehabilitate and reconstruct streets in the City. Current 5 -year plan shows the following neighborhood areas:
2012 - Greenbriar, Fir Tree, Elm Tree, Dogwood, Shore Drive and Maplewood Circle (Reconstruction)
2013 - Greenwood Shores
2014 - Dartmouth Drive and Cypress Drive
2015 - Carver Beach area (south and west of Carver Beach Road)
2016 - North Manor Road, Washta Bay Road, Tanagers Lane, Sandpiper Lane, Piper Ridge Lane and Minnewashta Woods Drive
J us ti fication —�
The City uses a Pavement Management System to monitor the condition of the City streets. While proper preventative maintenance extends the
life of the street and is cost effective, a street will eventually deteriorate to a point that further maintenance is no longer cost effective.
Rehabilitation projects extend the life of the street. In cases with utility or poor sub grade needs to be replaced or where streets have deteriorated
to a point where rehabilitation will no longer be practical reconstruction of the street is necessary. A feasibility study is written to consider the
merits of the project and scope of work.
Prior Expenditures 2012 2013 2014 2015 2016 Total
4,700,000 Construction 1,700,000 800,000 1,100,000 1,200,000 1,200,000 6
Total Total 1,700,000 800,000 1,100,000 1,200,000 1,200,000 6,000,000
Prior Funding Sources 2012 2013 2014 2015 2016 Total
4,700,000 Assessment/Revolvino Assess 1,700,000 800,000 1,100,000 1,200,000 1,200,000 6,000,000
Total Total - 1,100,000 800,000 1,100,000 1,200,000 1,200,000 6,000,000
Budget Impact/other
thus project may decrease maintenance costs.
..
Capital Improvement Program
City of C hanhassen, MN
2012 thru 2016
Project # SWMp_019
Project Name Street Improvement Projects -Storm Water Mgmt
Account #1 720 - 7025..4751
A Account #3
ccount #2
Account #4
Department Surface Water Management
Contact Paul ()clime
Type
Improvement
Useful Life
Unassigned
Category
SW-NW
Priority
n/a
Description
kn annual amount set aside for storm water management i Total Pro j ec t Cost: $1,650,000
indertaken by the engineering and public works departments. construction or expansion as with
eP`drhnents. street improvement projects
Justification
> ent projects
d e r improvem frequently require constru expansion or exaon o storm water t infrastru
ederal, state and local regulations, as well as managemen
protecting existing and Proposed development adjacent to the proje
cture in order to comply with
P jects.
Prior Expenditures
450,000 Construction 2012 2013 2014
400,000 2015 2016 Total
Total 400,000 400,000
Total 400,000 1,200,000
'� 400,000 1 2A nnn
Prior Funding Sources
450,000 Surtac 20 0, 000 2016
2013 2014
400, 2015
e Water Utility Fund Total
Total 400,000 400,000
400,000
Total 400,000 1,2001000
400,000 1,200,000
Budget hnpact/Other
nventory, inspection and maintenance of new infrastructu will be required. Citywide. No map
Capital Improvement Program 2012 Mru 2016
City of Chanhassen, MN
Project # W -024
Project Name Watermain Replacement
Account #1 700 - 7025 -4751 Account #3
Account #2 Account #4
Description
Replacement of existing water main lines in coordination with the reconstruction of the City street.
Department
Water System Improvements
Contact
Paul Oehme
Type
Improvement
Useful Life
Unassigned
Category
Utilities
Priority
n/a
Total Project Cost: $2,900,000
I Justification I
The City considers the condition of the existing utilities in the process to select streets for rehabilitation in an effort to realize cost savings by
consolidating these projects and also to avoid potential cuts in recently improved streets. If significant repairs are necessary to the existing water
main, replacement may be the most cost effective option. Given the highly corrosive soils in the City, water main replacement is an ongoing
project in the City.
Prior Expenditures
8 Construction
Total
Prior Funding Sources
800,000 I Water Utility Fund
Total
700,000 700,000 700,000 2,100,000
Total 700,000 700,000 700,000 2,100,000
Total 700,000 700,000 700,000 2,100,000
Budget Impact(Other
These projects will decrease maintenance costs.
2012 2013 2014 2015 2016. Total
2016
Total
2012 2013 2014 2015
700,000 700,000
700,000 2,100,000
123
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: February 27, 2012 RESOLUTION NO: 2012-
MOTION BY:
SECONDED BY:
A RESOLUTION APPROVING PLANS AND SPECIFICATIONS
AND AUTHORIZING AD FOR BIDS FOR THE 2012 STREET
RECONSTRUCTION PROJECT NO. 12-01
WHEREAS, pursuant to the resolution passed by the Council on January 23, 2012, the City
Engineer has prepared plans and specifications for the 2012 Street Reconstruction Project and has
presented such plans and specifications to the Council for approval;
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council:
1. Such plans and specifications, a copy of which can be reviewed at the office of the City
Engineer, are hereby approved.
2. The city clerk shall prepare and cause to be inserted in the official city newspaper and
Construction Bulletin, an advertisement for bids upon the making of such improvement under such
approved plans and specifications. The ad shall be published at least three times, shall specify the
work to be done, shall state that bids will be opened and that the responsibility of the bidders will
be considered by the Council at 7:00 PM on Monday, April 23, 2012, for the 2012 Street
Reconstruction Project No. 12 -01, in the Council Chambers of the City Hall. Any bidder whose
responsibility is questioned during consideration of the bid will be given an opportunity to address
the Council on the issue of responsibility. No bids will be considered unless sealed and filed with
the clerk and accompanied by a bid security payable to the clerk for 5% of the amount of such bid.
Passed and adopted by the Chanhassen City Council this 13 day of February, 2012.
ATTEST:
Todd Gerhardt, City Manager
Thomas A. Furlong, Mayor
YES NO ABSENT
2012 Street Reconstruction Project 12 -01- Minnewashta Heights
Preliminary Assessment Roll
10/18/11
LEGAL DESCRIPTION
PARCEL
NO. ON
MAP
PID
TAX NAME
SITEADD
PLAT
LOT
BLK
ASSESSMENT
AMOUNT
1
1254500010
HAYLEY FORREST
3502 MAPLEWOOD CIR
MAPLEWOOD
001
001
2
254500020
SHAWN D HEITZ
3510 MAPLEWOOD CIR
MAPLEWOOD
002
001
3
254500030
CHRISTOPHER M STEINKRAUS & NICOLE JOLY
3520 MAPLEWOOD CIR
MAPLEWOOD
003
001
4
254500040
VINCE TURK
3530 MAPLEWOOD CIR
MAPLEWOOD
004
001
5
254500050
PHILIP B WARTMAN JR
3531 MAPLEWOOD CIR
MAPLEWOOD
005
001
6
254500060
WILLIAM S & DANIELLE J MODELL
3521 MAPLEWOOD CIR
MAPLEWOOD
006
001
7
254500070
CHARLES & PAMELA E RIENSTRA
3511 MAPLEWOOD CIR
MAPLEWOOD
007
001
8
254500080
ROBERT JAMES CRIPPA
3503 MAPLEWOOD CIR
MAPLEWOOD
008
001
9
256830010
ANNALEE MARIE HANSON
TRUSTEE OF TRUST
6340 GREENBRIAR
RLS 29
10
256830030
ANNALEE MARIE HANSON
TRUSTEE OF TRUST
6400 GREENBRIAR
RLS 29
11
254950810
WILLIAM P & MARGARET COLDWELL
3501 SHORE DR
MINNEWASHTA HEIGHTS
012
005
12
254950800
RICHARD & STEPHANIE F WING
3481 SHORE DR
MINNEWASHTA HEIGHTS
011
005
13
254950790
DEAN & JILL BARTA
3471 SHORE DR
MINNEWASHTA HEIGHTS
010
005
15
254950770
MARTIN & JANET L BEUKHOF
TRUSTEES OF BEUKHOF TRUST
3451 SHORE DR
MINNEWASHTA HEIGHTS
008
005
16
254950760
PAUL M & MARJORIE A MODELL
3441 SHORE DR
MINNEWASHTA HEIGHTS
007
005
17
254950750
JOHN B MCKELLIP
3431 SHORE DR
MINNEWASHTA HEIGHTS
006
005
18
254950740
WELLS FARGO BANK NA
FORCLOSURE DEPT. MAC X7801 -013
3421 SHORE DR
MINNEWASHTA HEIGHTS
005
005
19
254950730
MICHAEL H & BARBARA JEAN TRAIN
3411 SHORE DR
MINNEWASHTA HEIGHTS
004
005
20
254950720
HENRY & DOLORES A ARNESON
3401 SHORE DR
MINNEWASHTA HEIGHTS
003
005
21
254950690
THOMAS & ROSE RUHLAND
6211 GREENBRIAR
MINNEWASHTA HEIGHTS
017
004
22
254950680
MARTIN G & PATRICIA S ONKEN
6221 GREENBRIAR
MINNEWASHTA HEIGHTS
016
004
23
254950670
JAMES A & ELIZABETH A THOMPSON
6231 GREENBRIAR
MINNEWASHTA HEIGHTS
015
004
24
254950660
JOEL A MELLENTHIN.& KATHERINE KOCINA
6301 GREENBRIAR
MINNEWASHTA HEIGHTS
014
004
25
254950650
PATRICIA L MCINERNY
6311 GREENBRIAR
MINNEWASHTA HEIGHTS
013
004
26
254950640
WILLIAM & MARGARET COLDWELL
6321 GREENBRIAR
MINNEWASHTA HEIGHTS
012
004
27
254950630
JEFFREY J VONFELDT & ELAINE WYATT
6331 GREENBRIAR
MINNEWASHTA HEIGHTS
011
004
28 1254950620
RONALD SWAIN
6341 GREENBRIAR
MINNEWASHTA HEIGHTS
010
004
29 1250051000
RYAN K & TIFFANY R SKOR
6236 FIR TREE AVE
10/18/11
2012 Street Reconstruction Project 12 -01- Minnewashta Heights
Preliminary Assessment Roll
10/18/11
LEGAL DESCRIPTION
PARCEL
NO. ON
MAP
PID
TAX
SITEADD
PLAT NAME
LOT
BLK
ASSESSMENT
AMOUNT
30
1254950530
HILDEGARD E & MILDRED A FORNER
6200 FIR TREE AVE
MINNEWASHTA HEIGHTS
001
004
31
254950540
EDWARD J EVANS
6220 FIR TREE AVE
MINNEWASHTA HEIGHTS
002
004
32
254950550
MICHAEL MAXWELL
6230 FIR TREE AVE
MINNEWASHTA HEIGHTS
003
004
33
254950560
DAVID E THOMAS IV
6240 FIR TREE AVE
MINNEWASHTA HEIGHTS
004
004
34
254950570
ROGER R ROBINSON
6300 FIR TREE AVE
MINNEWASHTA HEIGHTS
005
004
35
254950580
JOHN T FABEL REVOCABLE TRUST
C/O JOHN FABEL
6310 FIR TREE AVE
MINNEWASHTA HEIGHTS
006
004
36
254950590
WILLIAM F FINLAYSON
6320 FIR TREE AVE
MINNEWASHTA HEIGHTS
007
004
37
254950600
KONRAD & JEANNETTE SIEFKER
6330 FIR TREE AVE
MINNEWASHTA HEIGHTS
008
004
38
254950610
DANIEL L JETT & DIANE PULLING
6340 FIR TREE AVE
MINNEWASHTA HEIGHTS
009
004
39
250050900
STEPHEN R MARBEN & ROSALIE DEHN
6201 FIR TREE AVE
40
254950520
JAMES & PAULA HAGAN
6221 FIR TREE AVE
MINNEWASHTA HEIGHTS
017
003
41
254950510
KEVIN T & SUSAN C BENSON
6231 FIR TREE AVE
MINNEWASHTA HEIGHTS
016
003
42
254950500
JOSEPH A & SARA J PLEHAL
6241 FIR TREE AVE
MINNEWASHTA HEIGHTS
015
003
43
254950490
IRENE ELIZABETH OLSON
6301 FIR TREE AVE
MINNEWASHTA HEIGHTS
014
003
44
254950480
ARLAND & EVELYN L MCCAUL
6311 FIR TREE AVE
MINNEWASHTA HEIGHTS
013
003
45
254950470
THOMAS E & RANDEE L DIEDRICH
6321 FIR TREE AVE
MINNEWASHTA HEIGHTS
012
003
46
254950460
DAVID & MARY KAE SCHROEDER
6331 FIR TREE AVE
MINNEWASHTA HEIGHTS
011
003
47
254950360
GREGORY W & PAMELA D REINHARDT
6200 ELM TREE AVE
MINNEWASHTA HEIGHTS
001
003
48
254950370
CURTIS J EISCHENS & JODY PETERSON
6210 ELM TREE AVE
MINNEWASHTA HEIGHTS
002
003
49
254950380
PAUL S SCHAFER & DIANNE TECHENDORFF
6220 ELM TREE AVE
MINNEWASHTA HEIGHTS
003
003
50
254950390
EDWARD H & GAYLENE B SCHMITZ
6230 ELM TREE AVE
MINNEWASHTA HEIGHTS
004
003
51
254950400
BRANDON KARL WILLIAMS
6240 ELM TREE AVE
MINNEWASHTA HEIGHTS
005
003
52
254950410
THOMAS J & GENEVIEVE E HARINGS
6300 ELM TREE AVE
MINNEWASHTA HEIGHTS
006
003
53
254950420
ROBERT & SHIRLEY BARFKNECHT
6310 ELM TREE AVE
MINNEWASHTA HEIGHTS
007
003
54
254950430
KEITH 0 & SANDRA K ARNTSEN
6320 ELM TREE AVE
MINNEWASHTA HEIGHTS
008
003
55
254950440
BARBARA C HOLLENBACK REV TRUST
C/O BARBARA C HOLLENBACK TRUSTEE
6330 ELM TREE AVE
MINNEWASHTA HEIGHTS
009
003
56
254950450
RANDALL J & MICHELE L RADDATZ
6340 ELM TREE AVE
MINNEWASHTA HEIGHTS
010
003
57
254950350
CHANHASSEN CITY
NOT ON FILE
MINNEWASHTA HEIGHTS
022
002
58
254950340
CHANHASSEN CITY
NOT ON FILE
MINNEWASHTA HEIGHTS
021
002
59 1 254950330
EDMUND S & DEBRA A BAK
6221 ELM TREE AVE
MINNEWASHTA HEIGHTS
020
002
10/18/11
2012 Street Reconstruction Project 12 -01- Minnewashta Heights
Preliminary Assessment Roll
10/18/11
LEGAL DESCRIPTION
PARCEL
NO. ON
MAP
PID
TAX
SITEADD
PLAT
LOT
BLK
ASSESSMENT
AMOUNT
60
1254950320
MICHAEL G & CAROL J REICH
6231 ELM TREE AVE
MINNEWASHTA HEIGHTS
019
002
61
254950310
RICHARD 0 & NANETTE M NELSON
6241 ELM TREE AVE
MINNEWASHTA HEIGHTS
018
002
62
254950300
WILLIAM L & SUSAN S HICKEY
6301 ELM TREE AVE
MINNEWASHTA HEIGHTS
017
002
63
254950290
SANDRA R STONE
6311 ELM TREE AVE
MINNEWASHTA HEIGHTS
016
002
64
254950280
MARK L & SUSETTE L NESSET
6321 ELM TREE AVE
MINNEWASHTA HEIGHTS
015
002
65
254950270
MICHAEL H & BARBARA STAHOWIAK
6331 ELM TREE AVE
MINNEWASHTA HEIGHTS
014
002
66
254950260
CHARLES R & PEGGY M BURNS
6341 ELM TREE AVE
MINNEWASHTA HEIGHTS
013
002
67
254950250
JAMES & SHEILA DONNELLY
3420 SHORE DR
MINNEWASHTA HEIGHTS
012
002
68
254950140
CHANHASSEN CITY
NOT ON FILE
MINNEWASHTA HEIGHTS
001
002
69
254950150
CHANHASSEN CITY
NOT ON FILE
MINNEWASHTA HEIGHTS
002
002
70
254950160
CHANHASSEN CITY
NOT ON FILE
MINNEWASHTA HEIGHTS
003
002
71
254950170
DALE A & MARGARET 0 SHORT
6240 DOGWOOD AVE
MINNEWASHTA HEIGHTS
004
002
72
254950180
THOMAS & JANICE ADCOX
6250 DOGWOOD AVE
MINNEWASHTA HEIGHTS
005
002
73
254950190
THOMAS L & JULIE A FLEMMING
6300 DOGWOOD AVE
MINNEWASHTA HEIGHTS
006
002
74
254950200
MARY JO CLAPP
6310 DOGWOOD AVE
MINNEWASHTA HEIGHTS
007
002
75
254950210
KATHLEEN F OESTREICH
6320 DOGWOOD AVE
MINNEWASHTA HEIGHTS
008
002
76
254950220
KYLE R & TANYA M LOGSLETT
6330 DOGWOOD AVE
MINNEWASHTA HEIGHTS
009
002
77
254950230
DOROTHY L SPENCER
6340 DOGWOOD AVE
MINNEWASHTA HEIGHTS
010
002
78
254950240
LYNNEA MARYSE FORSETH
6350 DOGWOOD AVE
MINNEWASHTA HEIGHTS
011
002
79
254950010
SCOTT V & CYNTHIA A HANSON
6201 DOGWOOD AVE
MINNEWASHTA HEIGHTS
001
001
80
254950020
KURT J & CINDY S WEIMER
6211 DOGWOOD AVE
MINNEWASHTA HEIGHTS
002
001
81
254950030
ANTON L & HELEN S GUENTHER
6221 DOGWOOD AVE
MINNEWASHTA HEIGHTS
003
001
82
254950040
KENNETH J & DIANE K HOGAN
6231 DOGWOOD AVE
MINNEWASHTA HEIGHTS
004
001
83
254950050
DORIS P ELY TRUST AGREEMENT
DORIS ELY & CHARLES ELY TR.
6241 DOGWOOD AVE
MINNEWASHTA HEIGHTS
005
001
84
254950060
NANCY J VAN EPS
6251 DOGWOOD AVE
MINNEWASHTA HEIGHTS
006
001
85
254950070
GARY L OLSON
6301 DOGWOOD AVE
MINNEWASHTA HEIGHTS
007
001
86
254950080
RICHARD C DEJONG
6311 DOGWOOD AVE
MINNEWASHTA HEIGHTS
008
001
87
254950090
NATHANIEL C MALEN & KATHRYN MIHULKA
6321 DOGWOOD AVE
MINNEWASHTA HEIGHTS
009
001
88
254950100
ALAN C & CHRISTINE L LEMING
6331 DOGWOOD AVE
MINNEWASHTA HEIGHTS
010
001
89
254950110
DAVID M DRESSLER
6341 DOGWOOD AVE
MINNEWASHTA HEIGHTS
011 1
001
90
254950120
CHARLES ENGMARK III
6351 DOGWOOD AVE
MINNEWASHTA HEIGHTS
012 1
001
10/18/11
2012 Street Reconstruction Project 12 -01- Minnewashta Heights
Preliminary Assessment Roll
10/18/11
LEGAL DESCRIPTION
PARCEL
NO. ON
ASSESSMENT
MAP
PID
TAX NAME
SITEADD
PLAT
LOT
BLK
AMOUNT
91
1254950130
IDEBRAJREHBEIN
13342 SHORE DR
JIVIINNEWASHTA HEIGHTS
013
001
10/18/11