2 Tanadoona Drive/Dogwood Road
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
1591 Park Road
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
:L
MEMORANDUM
Paul Oehme, City Engineer/Dir. of Public Works <( f 0,
TO:
FROM:
Alyson Fauske, Assistant City Engineer {)t tf~'
DATE: March 12,2007
SUBJECT: Tanadoona Drive/Dogwood Road Improvements Project 06-06:
Hold Public Hearing; Authorize Preparation of Plans and
Specifications
BACKGROUND
A feasibility report for the Dogwood Road Lateral Sanitary Sewer and Watermain
Extension was previously prepared for the City by HTPO, Inc., dated November
21,2000 and revised May 21, 2001. A second feasibility report for the
improvements, dated January 17,2002, was also prepared by HTPO.
On September 21,2005, staff held a neighborhood meeting to receive input from
the neighborhood regarding a street and utility project.
In February, 2006, Kimley-Hom & Associates prepared a draft fea.sibility study
to determine if the project is technically feasibl~. and..to provide prylimipary cost
estimates. The cost of the feasibility report was paid for by a property owner.
The original cost estimates were distributed to the neighbors at the. neighborhood
meeting held in April, 2006.
At the August 14,2006 City Council Work Session, staff provided an
this project in conjunction with the 2007 Street ImprovementProject
presentation.
On November 9,2006, staff and Kimley Horn held aneighborhoodm~~tingto
discuss the project and receive neighborhood input.
On November 13, 2006, Council officially authorized Kimley...Hom to prepare
the feasibility report. This was the same feasibility report paid for by a property
owner in February 2006.
On January 22, 2007, Council approved the preliminary plat of The Arbors, the
proposed development south of Dogwood Road andwest of West 78th Street,
contingent upon the approval and construction of City Project 06-06.
The City of Chanhassen · A growing community with clean lakes, quality schools, a channing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
March 12,2007
Page 2 of 6
On February 12, 2007, Council accepted the Kimley-Hom feasibility report and
called the public hearing.
On February 26, 2007, Council re-called the public hearing for March 12th.
DISCUSSION
Residents along Dogwood Road have petitioned for City sanitary sewer and watermain and
roadway improvements. Approximately 16 residents attended an open house on November 9,
2006, including representatives from Westwood Community Church. The neighborhood
generally supports the project. This project is necessary before the Arbors Development, that
Council reviewed on January 22, 2007, can move forward. Copies of the feasibility report are
available in the Engineering Department.
Staff is in support of the project for several reasons.
1. Most of the existing properties in this area are served by individual septic systems. Some
of these systems have failed or are likely to fail in the near future. Because of the
topography and the close proximately to the lake along with the high water table in the
area, some of these properties may not be able to site a new septic system.
2. Dogwood Road and Tanadoona Drive are very narrow and is currently a long no outlet
roadway with an undersized cul-de-sac. Staging and fighting a structure fire in this area
would be problematic according to the Fire Marshall because of the narrow streets and
the one access point. Also, city water is not available in this area which would need to be
trucked in to fight a fire.
3. The roads are currently made of bituminous millings which are patched with bituminous
mix where pot holes have occurred. These streets need continuous maintenance by City
crews. Due to the steep grade of Dogwood Road, the road has a tendency to wash out.
The City's Pavement Management Program rates these streets as some of the poorest
conditioned' streets in the City.
Sanitary Sewer and Watermain
All homes are currently served by individual wells. Three of the northern properties are served
by a small, City-owned and maintained lift station and forcemain. The remaining properties are
served by individual septic systems.
The proposed utility improvements would provide service to the proposed development at the
southern end of Dogwood Road, The Arbors. Gravity sanitary sewer would be installed within
Dogwood Road and would connect to the lift station at the southeast comer of Dogwood Road
and Tanadoona Drive. The lift station is proposed to be replaced to handle the ultimate flows for
this area. The forcemain from the lift station to the gravity sewer within Tanadoona Drive is also
proposed to be replaced to convey the additional flow.
March 12,2007
Page 3 of 6
One hundred percent (100%) of the watermain and sanitary sewer construction costs will be
assessed to the benefiting property owners. The three homes currently served by the lift station
would not be assessed for the sanitary sewer improvements. Westwood Church is not proposed
to be assessed for lateral sanitary sewer or lateral watermain since they were assessed for
sanitary sewer and watermain trunk with Project 00-01, BC 7 & 8 utility extension. This
assessment has been paid. Westwood Church is proposed to be assessed for four (4) sanitary
sewer services and four (4) water services.
Streets and Right-of-Way
Dogwood Road and Tanadoona Drive are currently gravel surface with millings and are
approximately 17 feet wide. The feasibility report proposes two options for reconstruction of
existing Dogwood Road and Tanadoona Drive; (Option 1) a 24-foot wide rural section or
(Option 2) a 26-foot wide urban section. The City's standard 31-foot wide urban section road is
proposed in The Arbors development since this is a street in a new development.
Two residents noted on the Petition for Public Improvement that the width of Dogwood Road
should remain consistent from Tanadoona Road to West 78th Street, 24 feet or 26 feet wide to
save trees. Reducing the width of Dogwood Road from 31 feet to say 26 feet for the portion
adjacent to The Arbors development may save between one and four significant trees.
Additional tree preservation cannot be achieved due to utility installation conflicts and the
proposed grading required for the street profile. The sewer in this area would be approximately
20' deep which requires a large foot print for construction and stockpiling of excavated material.
The new homes in The Arbors development will not be as deep as the existing homes so there
will be less off street parking. The City standard 31' wide urban section road allows for parking
on both sides of the roadway. If the 26' wide roadway section is selected for the portion of
Dogwood that is in The Arbors development, parking restrictions maybe required.
Roads constructed in conjunction with new developments, the City standard 31' wide roadway
section has always been used when right-of-way is available. Due to right-of-way restraints, the
26' wide urban roadway section north of The Arbors development is recommended.
The connection between the two roadway sections would be transitioned with a 15: 1 taper. Staff
does not anticipate a problem with this design because of the road grades and the anticipated low
traffic volume along Dogwood Road.
The urban street section is recommended because it gives the best water quality and quantity
benefits and is consistent with the storm water management goals of the City. Also roads are
structurally stronger with curb and gutter then without. This typically translated into a longer life
expectancy.
G:\ENGIPUBLICI06-06 Dogwood Road ImpI03-12-07 public hearing auth plans specs. doc
March 12, 2007
Page 4 of 6
Residents along Dogwood Road would like to limit access
from West 78th Street to Dogwood Road to maintain
pnvacy.
The residents support a break-away barricade on West 78th
Street at the Dogwood Road intersection so that only
emergency vehicles would have access.
Staff does not support the emergency barricade for the
following reasons:
Breakaway Barricades
1. A paved turnaround would be required for school buses, snow plows and other
large vehicles accessing the southern end of Dogwood Road and the western end
of West 78th Street. The grading limits to construct these turnarounds will impact
trees on Dogwood Road. Retaining walls would be required at both turnarounds
due to the grade change.
2. The sight distances at the West 78th Street/Highway 41 intersection are better than
those at Tanadoona Road. All residents should have unencumbered access to
West 78th Street to gain safer access to Highway 41.
3. Typical street intersections are at 3% to provide a flat area for vehicles to stop in
inclement weather. The existing grade of Dogwood Road at the Tanadoona Drive
intersection is approximately 10%. The grades at this intersection are not
proposed to change with the reconstruction in effort to limit grading and tree
removal and to stay within the right of way. The proposed Dogwood Road
intersection at West 78th Street will be at 3% and provide a safer intersection than
the Tanadoona Road intersection.
4. Break away barricades will encumber snow plowing operations.
5. Maintenance/replacement issues associated with vandalism and weathering.
6. Neighborhood street connections are made as properties are developed.
The project cost for the street reconstruction and the right-of-way acquisition costs are proposed
to be assessed back to the benefiting proprieties which include the existing and proposed future
lots along Dogwood Road and the lots within The Arbors preliminary plat. The project costs are
proposed to be assessed 100% to the lots within The Arbors development final plat. Forty
percent (40%) of the project cost is proposed to be assessed to all other units within the project,
including the two existing homes that are within The Arbors preliminary plat. The proposed
40% assessment methodology is consistent with the City's assessment policy.
The Brandt's (Pill # 258940020) would be assessed for three units: one existing home and two
future lots, as shown on The Arbors preliminary plat. The Brandt property would be final platted
as one lot west of Dogwood Road with The Arbors final plat, therefore all three units (one
existing and two future) are proposed to be assessed 40% for the streets and right-of-way which
G:\ENGIPUBLICI06-06 Dogwood Road ImpI03-l2-07 public hearing au,h plans specs. doc
March 12,2007
Page 5 of 6
is consistent with the assessment methodology for future lots on the Gretchen Starks (Pill #s
250083320,250083330 and 250092710) and Westwood Church properties (Pill # 250083310).
At the neighborhood meeting in November 2006, residents requested that staff look at shifting
the Dogwood Road alignment to the east within the overhead utility corridor since trees have
already been removed within this corridor. The estimated additional cost to realign the road to
the east, including additional right-of-way costs, is over $160,000.00. The two property owners
that would benefit and be assessed for these additional costs do not support the realignment;
therefore the realignment of Dogwood Road is not being pursued.
The feasibility report includes the cost and impacts of constructing either an urban or a rural (i.e.
no curb and gutter) street section. If a rural street section (Option 1) is constructed, the estimated
assessment amount is $29,534.08/lot; $16,882.73/lot for the three units that are currently
connected to the City sanitary sewer. If urban curb and gutter street section (Option 2) is
constructed, the estimated assessments are $30,106.81 and $17,455.45/lot, respectively. Staff is
recommending Council approve the urban street section. The assessments are proposed over a
lO-year period at 6% interest. Final assessment amounts will be based on the awarded bid for
the construction contract.
Drainage and Runoff
A portion of the runoff from the southern portion of Dogwood Road within the Arbors
Development will be conveyed to a storm water pond constructed with the development. The
storm sewer that would be constructed and associated with the development will be assessed
100% to the development. To treat the run off from Tanadoona Drive and Dogwood Road, staff
has looked for ponding opportunities in the project area. The only potentially available site is on
the Camp Tanadoona property. The Board of Directors for the camp met in February and is
receptive to granting an easement. Staff has ordered an appraisal for drainage easement area and
will continue negotiations with the Camp. If an easement for a storm water pond cannot be
acquired, an environmental manhole will be installed at the intersection of Dogwood Road and
Tanadoona Drive to treat the roadway runoff prior to discharging into Lake Minnewashta.
METHOD OF FINANCING
The proposed assessment methodology for the streets and right-of-way, utilities and drainage
improvements are outlined in the previous sections of this report. Funding for this project is
proposed as follows:
Option 1: Option 2:
Rural Street Section Urban street section
(no curb and gutter) (curb and gutter)
Special assessments $1,500,699 $1,541,362
Revolving Assessment Fund $408,826 $431,163
Storm Sewer Utility Fund* $252,275 $365,075
Total: $2,161,800 $2,337,600
* Both options include costs for construction of a storm water pond.
G:IENGIPUBLICI06-06 Dogwood Road ImpI03-l2-07 public hearing auth plans specs.doc
March 12,2007
Page 6 of 6
SCHEDULE
The anticipated project schedule is as follows:
Public hearing; Authorize preparation of plans and specifications March 12,2007
Approve plans and specifications; Order advertisement for bid March 26, 2007
Bid opening April 27, 2007
Assessment hearing; Accept bids; Award contract May 29,2007
Construction begins June, 2007
Construction substantially complete October, 2007
RECOMMENDATION
Staff requests the City Council conduct a public hearing for the Tanadoona Drive/Dogwood
Road Improvements, City Project 06-06 and adopt a resolution authorizing the preparation of
plans and specifications for the improvements.
Attachment:
1. Project Location Map.
2. Preliminary Assessment Roll.
3. Petition for Public Improvement.
c: Chadd Larson, Kimley-Hom & Associates.
G:\ENGIPUBLICl06-06 Dogwood Road Imp103- 12-07 public hearing auth plans specs. doc
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CITY OF CHANHASSEN
DOGWOOD ROAD IMPROVEMENTS
CITY PROJECT 06-06
EXHIBIT
CITY OF
CHA1Vrt~
2112/2007
Notes:
1. The drainage pond is proposed to be 100% City of Chanhassen cost.
2. The drainage assessment only includes improvements adjacent to the proposed Arbors development which has a total project cost of $81 ,300. This drainage assessment has been calculated based on 12 benefiting, existing and proposed lots.
The Arbors Development (Carlson) is proposed to be assessed for the 3 proposed lots that front Dogwood Road. The remaining 9 lots are proposed to be City of Chanhassen costs.
3. The Westwood Community Church property was assessed for watermain and sanitary sewer lateral charges as a part of City of Chanhassen project 00-10. Therefore, this property is proposed to only be assessed for watermain and sanitary sewer services.
City of Chanhassen Cost
Project Total
20,325.00
365,075.00
385,400.00
!
$
$
$
262,000.00
!
!
$
$
474,100.00
!
$
$
$
6,545.45
116,181.82
63,818.18
180,000.00
$
$
$
$
56,221_82
1 ,541 ,362.27
796,237.73
2,337,600.00
$
!
$
$
$
37,676.36
37,676.36
668,755.45
367,344.55
1,036,100.00
$
!
$
!
$
~
262,000.00
6,000_00
474,100.00
250083320,250083330,
250092710
250083310
Assessment Totals
15
16
Westwood Comm.
44
4
40%
40%
0%
0%
Services Only
Services Only
40%
40%
Peterson Trust
4
100%
$
25,600.00
100%
$
50,605.41
~
$
6,545.45
$
120,427.22
Brandt -
East
7
100%
$
164.834.09
0%
$
100%
$
44,800.00
100%
$
88,559.46
100%
14
258940020
Brandt -
Carlson
Carlson - ExistiQ9...home
13
258940010
40%
100%
11
12
252880040
252880050
Newell
40%
0%
40%
Newell
40%
0%
100%
12,651
12,651.35
40%
10
252880030
Getsch Corp.
40%
0%
100%
100%
100%
100%
100%
.35
.35
40%
9
252880020
Getsch Corp.
Getsch Corp_
40%
0%
100%
12,651
37,954.05
2,651
40%
8
252880010
3
1
40%
0%
0%
7
258350070
Foley
Dirks
40%
100%
.35
40%
6
258350060
40%
0%
100%
100%
0%
0%
40%
5
258350050
Quist,
Lundell
40%
0%
40%
4
258350040
Etal
40%
0%
100%
0%
40%
3
258350030
Melin
40%
$
~
~
~
~
~
~
~
~
~
~
~
~
~
$
0%
100%
100%
100%
40%
28,257.27
9,419.09
9,419.09
9,419.09
9,419.09
9,419.09
9,419.09
28,257.27
9,419.09
9,419.09
9,419.09
9,419.09
9,419.09
259,025.00
9,419.09
4,909.09
$
20,325.00
100%
100%
100%
100%
0%
$
~
~
~
~
~
~
~
~
~
~
~
~
~
$
90,320.42
30,106.81
West
3
40%
0%
100%
100%
$
~
~
~
~
~
~
~
~
~
~
~
~
~
$
19,200.00
6,400.00
6,400.00
6,400.00
6,400.00
6,400.00
6,400.00
19,200.00
6,400.00
6,400.00
6,400.00
6,400.00
6,400_00
70,400.00
6,400.00
100%
100%
100%
100%
100%
40%
$
~
~
!
!
!
!
!
~
!
~
!
!
!
$
12,651_35
12,651.35
40%
!
!
!
!
!
!
~
!
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!
!
~
!
!
$
$
326,829.91
37,954.05
12,651.35
12,651.35
139,164.86
12,651.35
28,636.36
40%
40%
1 ,636.36
1,636.36
1,636.36
1,636.36
1,636.36
1,636.36
4,909.09
1,636.36
1,636.36
1 ,636.36
1 ,636.36
1 ,636.36
45,000.00
1,636.36
~
!
~
!
~
~
~
~
~
~
~
~
!
$
30,106.81
30,106.81
30,106.81
533.914.86
30,106.81
30,106.81
17,455.45
17,455.45
17,455.45
30,106.81
90,320.42
30,106.81
30,106.81
1
2
Parcel #
258350010
258350020
PID#
Oas
Verain
Owner
REU
40%
Roadway
Assessment
Percentage
40%
Roadway
Assessment
Amount
0%
Drainage
Assessment
Percentage
0%
Drainage
Assessment
Amount
100%
100%
Watermain
Assessment
Percentage
Watermain
Assessment
Amount
100%
100%
Assessment
Percentage
Sanitary
Sewer
Assessment
Amount
40%
Roadway
Right of Way
Assessment
Percentage
Roadway
Right of Way
Assessment
Amount
Total
Assessment
Amount
Sanitary
Sewer
Roadway Assessment
Drainage Assessment
Watermain Assessment
Sanitary Sewer Assessment
Right of Way Assessment
$23,547.73
$6,775.00
$6,400.00
$12,651.35
$4,090.91
per REU
per REU
per REU
per REU
per REU
Total
Dogwood Road Cost
Tanadoona Drive Cost
Drainage Cost
Drainage Pond Cost
Watermain Cost
Sanitary Sewer Cost
Right of Way Cost
$600,000.00
$436,100.00
$194,100.00
$191,300.00
$262,000.00
$474,100.00
$180,000.00
$2,337,600.00
PRELIMINARY ASSESSMENT ROLL
OPTION 2 (ROADWAY WITH CURB AND GUTTER, STORM SEWER AND PONDING)
.~crJ)'Of CHANHASSEN
DOGWOOD ROAD IMPROVEMENTS
CITY PROJECT NO. 06-06
.
Petition for Public Improvement
Property Owner(s) may request the City ofChanhassen to construct a Public Improvement. The first step of a Public Improvement by the City is
a Feasibility Study. Preparation of a Feasibility Study does not in any way bind the Property Owner(s) requesting the Study or the City of
Chanhassen to support or do a project. The Property Owner(s) requesting the Feasibility Study is required to deposit escraw equal to 110% of
the estimated cost of the Study. The City will use the money to pay for the cost of the Feasibility Study. Jf the project is ordered, the total amount
. of the -escrow'wiIlbe-retrnned to the Property Owner(s) and- the' coslof the Feasibility Study paidforoutofthe-Public Improvement -Project-- --
budget. Jf the project is not initiated, any portion of the escraw not used to pay actual costs incurred by the City for the Preparation of the
Feasibility Study will be refUnded to the Property Owner(s). The City Council has sole discretion in ordering the preparation of a Feasibility
Study and ordering a Public Improvement Project.
We the undersigned property owners support the findings and recommendations in Kimley
Horn's Feasibility Study for the installation of sanitary sewer, forcemain, lift station, watermain,
and street improvements as presented to -the neighborhood at the April 27, 2006 meeting at City
Hall. V(e have reviewed the estimated assessment amounts and find them acceptable for the
benefit we would receive. We request that the City Council consider including this project in the
2007 Capital Improvement Program for Summer, 2007 construction.
Si Printed Name Address
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