D-4. Carver Beach Area Street Project Approve Plans and Order Ad for Bids0
CITY OF
CHANHASSEN
7700 Market Boulevard
PC 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
h_4
MEMORANDUM
! 6
TO: Paul Oehme, Director of Public Works /City Engineer
FROM: Alyson Fauske, Assistant City Engineer a'1
DATE: February 9, 2015 p KA
SUBJ: 2015 Street Rehabilitation (Carver Beach Area) Project No. 15 -01:
Approve Plans and Specifications; Authorize Advertisement for Bids
PROPOSED MOTION
"The City Council approves the plans and specifications for the 2015 Street
Rehabilitation (Carver Beach Area) Project No. 15 -01 and authorizes the
advertisement for bids.
City Council approval requires a simple majority vote of the City Council
present."
Park & Recreation
Phone: 952.227.1120
BACKGROUND
Fax: 952.227.1110
At the August 11, 2014 work session, staff reviewed with Council the proposed 2015
Recreation Center
Street Improvements in the Carver Beach area. Kerber Boulevard, a Municipal State Aid
2310 Coulter Boulevard
Phone: 952.227.1400
Route is also proposed to be resurfaced in 2015.
Fax: 952.227.1404
On October 27, 2014, the City Council authorized preparation of the feasibility study.
Planning &
eso
Natural urces
R
l eso7.1130
On November 19, 2014, staff held an Open House for the proposed project.
Phone:
Fax: 952.227.1110
At the December 8, 2014 City Council meeting, the feasibility study was accepted and
Public Works
the public hearing was called for January 26, 2015.
7901 Park Place
Phone: 952.227.1300
On January 26, 2015, the City Council held the public hearing and authorized the
Fax: 952.227.1310
preparation of plans and specifications.
Senior Center
DISCUSSION
Phone: 952.227.1125
Fax: 952.227.1110
Every year the City considers streets that are in poor condition to be rehabilitated or
Website
reconstructed. For the 2015 Street Rehabilitation Project, staff is proposing to make
www.ci.chanhassen.mn.us
improvements to approximately 4.3 miles of streets in the Carver Beach neighborhood.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 2
The street segments within the proposed project were identified by the City's Pavement
Management software in conjunction with site investigations and utility infrastructure inspection.
The proposed improvements generally consist of full depth pavement milling and repaving.
Severe pavement and subgrade distresses will be removed and replaced. Minor drainage
improvements are also proposed to be addressed. The water main is thought to be in relatively
good condition since there are no major water main breaks recorded in the area. Some hydrants
however have been identified as needing replacement because they have mechanical problems.
A feasibility report was prepared by the Engineering Department staff. It is estimated the City
will save about $150,000 with feasibility report preparation, design and construction observation
not being outsourced to a consultant. A copy of the feasibility report is available in the
Engineering Department. Below is a summary of the feasibility findings.
STREET IMPROVEMENTS
Approximately 4.3 miles of streets are proposed to be milled and repaved within the Carver
Beach area. The streets in this area are 39 years old with the exception of Nez Perce Court,
G:\ENG\PUBLIC\-2015 PROJECTS \I5 -01 2015 Street Improvements \Public and Council Meetings \a memo 02 -09 -2015 approve plans.docx
... ::: Ila
.
•,
I�
_ -•••
am
1
�..� �� �� III►��
era
� C
I
�= �_ .��
The proposed improvements generally consist of full depth pavement milling and repaving.
Severe pavement and subgrade distresses will be removed and replaced. Minor drainage
improvements are also proposed to be addressed. The water main is thought to be in relatively
good condition since there are no major water main breaks recorded in the area. Some hydrants
however have been identified as needing replacement because they have mechanical problems.
A feasibility report was prepared by the Engineering Department staff. It is estimated the City
will save about $150,000 with feasibility report preparation, design and construction observation
not being outsourced to a consultant. A copy of the feasibility report is available in the
Engineering Department. Below is a summary of the feasibility findings.
STREET IMPROVEMENTS
Approximately 4.3 miles of streets are proposed to be milled and repaved within the Carver
Beach area. The streets in this area are 39 years old with the exception of Nez Perce Court,
G:\ENG\PUBLIC\-2015 PROJECTS \I5 -01 2015 Street Improvements \Public and Council Meetings \a memo 02 -09 -2015 approve plans.docx
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 3
which was constructed in 1980. The streets were sealcoated in 1993 and 1998 and various areas
were heavily patched in 2011.
Staff recommends that rehabilitation of the majority of the streets within project area be
accomplished by a full -depth mill and repaving with four -inch bituminous surface. This
methodology consists of milling or grinding up the entire width of the street, removing some
millings and paving two, two -inch lifts of bituminous over the millings. This technique was
successfully used for the 2013 street project in the Greenwood Shores, Melody Hill and Sandy
Hook areas.
The streets that have concrete curb and gutter —Nez Perce Court and the northern 130 feet and
the southern 200 feet of Nez Perce Drive —are proposed to be rehabilitated with an edge mill and
overlay. These streets are newer than the rest of Carver Beach. The concrete curb and gutter is
more effective in conveying drainage off of a street section and typically extends the life of the
pavement. An edge mill and overlay consists of milling or grinding up six feet of the street on
each side of the road, then installing two inches of new pavement over the entire street width.
The street
conditions in
this area were
last surveyed in
2013; the results
are shown on the
graphic to the
right.
The streets
within the
project area are
generally rural
residential with
bituminous curb
and minimal
concrete curb
and gutter to
f ;1;++ ff
FEW
.� .� rte'► ���� I mail
a%, i a e runo .
Curb and gutter is proposed to be added behind the existing storm sewer manholes that are set
within bituminous curb. A small amount of drain tile was included in the feasibility estimate in
the event that groundwater is encountered during construction and drain tile can be installed to
alleviate the situation. Rural residential roads are proposed to be milled and overlaid with four
inches of bituminous.
The street widths within the project area range between 16 and 26.5 feet wide. During field
investigation, staff noted that many street sections are wider than they appear as soil and sod has
encroached on to the road surface and vegetation has grown on top of the bituminous. The
G: \ENG \PUBLIC\. 2015 PROJECTS \I5 -01 2015 Street Improvements \Public and Council Meetings \cc memo 02 -09 -2015 approve plans.docx
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 4
feasibility study estimate is based on the average observed street widths. Each street segment
will be resurfaced to a consistent width, therefore some streets may be wider than they appear
today and there may be more boulevard restoration than a typical mill and overlay project.
STORM SYSTEM IMPROVEMENTS
Staff has inspected the storm sewer structures and televised the storm sewer that was accessible
with the Utility Department camera. Based on these observations, some minor replacement and
repairs of the existing storm sewer is proposed with this project. These improvements are
included in the estimated storm sewer costs.
Because there are no additional impervious surfaces that will be added to the 2015 project area, it
does not trigger any of the federal, state or local regulations. Further, given the era during which
this area was developed, there is very little right -of -way and limited property available to
construct water treatment best management practices. Additionally, in 2012 the watershed
district designed and constructed several stormwater best management practices within Carver
Beach on private property.
The current vertical alignment
of Woodhill Drive is lower
than the typical bounce of the
wetland on the north side of
the road. This results in
frequent inundation of
Woodhill Drive and
subsequent sediment
deposition onto the road.
�y, F
=•-
—per �I
`
8 ,A`� < ��
r
i 7_ 2
The profile of the road will be raised with this
project and the culvert hydraulics under
Woodhill Drive will be improved. Additional
downstream water quality treatment through a
filtration swale, pond expansion or some
combination of the two is being considered for
a future in -house project.
The current pond at Lotus Trail and Napa Drive
is undersized for its watershed therefore staff is
evaluating possible expansion of the pond and
improvements to the hydraulics.
G: \ENG\PUBLIC\ 2015 PROJECTS \15 -01 2015 Street Improvements\Public and Council Meetings \cc memo 02 -09 -2015 approve plans.docx
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 5
Additional pond depth is not possible given the proximity to Lotus Lake and the water table.
The project includes removal of material deposition within the pond.
Lotus Trail between Napa Drive and Ponderosa Trail
currently has five storm sewer outlets to Lotus Lake.
Based on data obtained in the field, two of these outlets - to
can be abandoned with this project. a.
Limiting the number of discharge points to a water body is
beneficial for water quality as there are fewer locations for ,.
nutrient deposition and scour to occur within the water
body. Additionally there are fewer structures to maintain,
thereby reducing the City's maintenance costs.
Drainage from both of the abandoned outlets will connect
to the same outlet. A larger discharge pipe will be
installed at this outlet to accommodate the additional
drainage that will be conveyed to this system.
Drainage from Fox Hill Drive, Lotus
Trail and Broken Arrow has been
directed to a curb cut south of the
parking area for Carver Beach Park.
This has resulted in gully erosion on
the side slope of Lotus Trail and the
delivery of sediment into Lotus Lake.
In conjunction with this project,
concrete curb and gutter will be
installed on the east side of Lotus Trail
from Fox Hill Drive to the Carver
Beach Park parking lot. A catch basin
with a sump manhole will be installed
to capture sediment and dissipate energy before discharging into a stilling basin which will be
constructed to provide treatment of the surface water prior to discharging to Lotus Lake.
.7
...J ♦t
Staff will continue discussions with property owners on Broken Arrow Drive about snow storage
and property access concerns resulting from the management practice that was installed in 2012
by the watershed district.
Gi,ENG \PUBLIC\ 2015 PROJECTS\15 -01 2015 Street Improvements\Public and Council Meetings \cc memo 02 -09 -2015 approve plans.docx
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 6
Grades past the
eastern end of Lone
Eagle Drive drop
quickly and gullies
have formed.
�7
C
Y
tl6
nderosa Dt e
I
4
Staff looked at ,,,,
limiting the portion -
of Lone Eagle Lpr1C Ea e
Drive past the - - - g
driveway to 824 �-
� 225
Lone Eagle; A
however, this
section is needed to
provide access to
the vacant
» V1 dhitl Dr
properties on the , - -
(� 025 7�7� r]9
north side of the i 257 t i ,,, �,,
right of way. Staff will work with the resident on the south side of the road where the erosion is
occurring to determine what could be done to alleviate the issue.
SANITARY SEWER SYSTEM IMPROVEMENTS
Staff has inspected the sanitary sewer manholes and provided recommended repairs, such as
inflow /infiltration barriers, replacing rings with a riser section, replacing the castings or cover,
and rebuilding the manhole.
The sanitary sewer system in the project area was televised and staff received the results
December 18, 2014. Upon review of the televising records, the recommended sanitary sewer
repairs are more extensive than originally anticipated. Staff researched alternative sanitary sewer
repair methods to save money without compromising standards and has reduced the estimated
sanitary sewer repair cost.
Many manholes within Carver Beach include two -inch high adjusting rings which raises the
manhole access to the street grade. Infiltration into the sanitary sewer system can occur via the
mortared joints between the adjusting rings, therefore the more adjusting rings in a manhole the
more opportunity for infiltration into the sanitary sewer system. Typically an additional section
is installed at the top of the manhole to reduce or eliminate the number of rings. The alternative
included in the plans is to install taller adjusting rings instead of adding a section to the manhole.
This addresses the infiltration concerns as the number of mortared joints is reduced. An example
of the existing, typical fix and proposed fix is illustrated below.
G: \ENG \PUBLIC \_2015 PROJECTS15 -01 2015 Street Improvements\Public and Council Meetings \cc memo 02 -09 -2015 approve plans.docx
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 7
CURRENT CONDITION: 2' ADJUSTING RINGS TYPICAL: REPLACE RINGS WITH NEW SECTION
Sheet -rtaca
Street surface
1
4 mortar)o,w,
manlrole srr tion
PROPOSED FIX: TALLER ADJUSTING RINGS
Street surface
mortar i01nt.
The public hearing notice notified residents about the opportunity to have their sewer service
televised by the Utility Department. A special insert was included in the notices for the
properties where inflow /infiltration is suspected. As of January 29, 2015, one service was
televised; no issues were found. Seven properties are scheduled for televising between January
30 and February 4.
WATER SYSTEM IMPROVEMENTS
The water main in this area is ductile iron. City records do not show any water main breaks in
this area; however, and the soils do not appear to be highly corrosive. It is recommended to
replace some hydrants at this time that have mechanical problems.
PROJECT FUNDING
Special assessments to the benefitting properties are proposed to pay for a portion of the
proposed 2015 Street Improvement Project No. 15 -01 per the City's assessment practice. The
remaining project costs are proposed to be paid from City funds. All the utility improvements
are proposed to be paid for by the associated utility fund. The preliminary funding is shown
below:
Funding Source
Estimated
Project Cost
Amount
Budgeted
Assessments /Revolving Assessment Fund
$1,620,070.20
$1,850,000.00
Stormwater Management Fund
$100,000.00
$125,000.00
Water Utility Fund
$121,365.00
$125,000.00
Sanitary Sewer Utility Fund
$222,000.00
$188,000.00
$2,063,435.20
$2,288,000.00
G:\ENG\PUBLIC\-2015 PROJECTS \15 -01 2015 Street Improvements \Public and Council Meetings \cc memo 02 -09 -2015 approve plans.docx
2015 Street Rehabilitation Project 15 -01:
Approve Plans &Specifications; Authorize Ad for Bids
February 9, 2015
Page 8
Cost estimates include 5% indirect costs and 8% contingency.
SCHEDULE
The assessment hearing is tentatively scheduled for April 27, 2015. The project is expected to
begin in May, 2015 with substantial completion by August 30, 2015.
Attachments: 1. CIP Pages
2. Resolution
G: \ENG \PUBLIC 2015 PROJECTSV 5 -01 2015 Street Improvements\Public and Council Meetings \cc memo 02 -09 -2015 approve planc.docx
Projects By Funding Source 2015 thru 2019 Department Street Improvements
City of Chanhassen, MN Contact Paul Oehme
Project # ST -012
Project Name Annual Street Improvement Program
Account #1 601 -xxxx -4751
Account #2
Account #3
Account #4
Type Improvement
Useful Life Unassigned
Category Streets/Highways
Priority n/a
Total Project Cost: $22,769,500
Annual project to rehabilitate and reconstruct streets in the City. Current 5 -year plan shows the following neighborhood areas:
2015 - Carver Beach area (south and west of Carver Beach Road)
MSA - Kerber Blvd overlay (north of West 78th Street) and Dakota Ave (Hwy 5 to Lake Dr E)
2016 - North Manor Road, Washta Bay Road, Tanagers Lane, Sandpiper Trail, Piper Ridge Lane and Minnewashta Woods Drive
MSA - Park Road overlay and Park Place
2017 - Flamingo Drive area, Ches Mar Drive, Lone Cedar and Saddlebrook Pass neighborhood
MSA - Bluff Creek Drive overlay and Bluff Creek Drive Trail extension.
2018 - Orchard Lane, Forest Avenue, Forest Circle, Oriole Avenue, 64th Street and 96th Street
2019 - Fox Path area, Frontier Trail (north of 77th Street), Choctaw and Kurvers Point
MSA - Minnewashta Parkway overlay
Justification
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 when utilities 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.
The Highway 212 improvement project included a pedestrian trail along the first 2,500 feet of Bluff Creek Drive. The resulting "gap" represents a
missing link in the City's trail system south to Flying Cloud Drive. Bluff Creek Drive is a difficult stretch of road to negotiate as a pedestrian in
the absence of a trail. This trail segment is planned to be constructed along with the 2017 MSA street reconstruction.
Prior Expenditures 2015 2016 2017 2018 2019 Total
97695,000 construction 3,250,000 2,460,000 3,022,400 1,687,300 2,654,800 13,074,500
Total Total 3,250,000 2,460,000 3,022,400 1,687,300 2,654,800 13,074,500
Prior Funding Sources
2015
2016
2017
2018 2019
Total
9,695,000 Assessment/Revolving
1,850,000
1,560,000
1,622,400
1,687,300 1,754,800
8,474,500
Assess Fund
Total MSA
1,400,000
900,000
1,400,000
900,000
4,600,000
Total 3,250,000
2,460,000
3,022,400
1,667,300 2,654,800
13,074,500
Budget Impact/Other
project may decrease maintenance costs.
88
Projects By Funding Source 2015 thru 2019
Department Water System Improvements
City of Chanhassen, MN Contact Paul Oehme
Project # W -024
Project Name Watermain Replacement
Type Improvement
Useful Life Unassigned
Category Utilities
Account #1 700 - 70254751 Account #3 Priority n/a
Account #2 Account #4
cription Total Project Cost: $4,270,000
tcement of existing water main lines in coordination with the reconstruction of the City street projects or minor fixes of water distribution
n for street rehabilitation projects.
Justification
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
2015
2016
2017
2018
2019
Total
2,375,000
Construction
125,000
825,000
75,000
770,000
100,000
1,895,000
Total
Total 125,000
825,000
75,000
770,000
100,000
1,895,000
Prior
Funding Sources
2015
2016
2017
2018
2019
Total
2,375,000
Water Utility Fund
125,000
825,000
75,000
770,000
100,000
1,895,000
Total
Total 125,000
825,000
75,000
770,000
100,000
1,895,000
projects will decrease maintenance costs.
III
Projects By Funding Source 2015 rhru 2019
City of Chanhassen, MN
Project # SWMP -019
Project Name Street Improvement Projects -Storm Water Mgmt
Account #1 720 - 7025 -4751 Account #3
Account #2 Account #4
Department Surface Water Management
Contact Paul Oehme
Type
Improvement
Useful Life
Unassigned
Category
SWMP
Priority
n/a
Total Project Cost: $1,775,000
:scrnpuon
annual amount set aside for storm water management infrastructure construction or expansion associated with street improvement projects
[ertaken by the engineering and public works departments.
Justification
Street improvement projects frequently require construction or expansion of storm water management infrastructure in order to comply with
federal. state and local regulations, as well as protecting existing and proposed development adjacent to the projects.
Prior Expenditures 2015 2016 2017 2018 2019 Total
1,100,000 Construction 125,000 200,000 75,000 200,000 75,000 675,000
Total Total 125,000 200,000 75,000 200,000 75,000 675,000
Prior Funding Sources
1,100,000 Surface Water Utility Fund
Total Total
2015
2016
2017
2018
2019
Total
125,000
125,000
200,000
200,000
75,000
75,000
200,000
200,000
75,000
76,000
675,000
675,000
Budget Impact/Utner
[nventory, inspection and maintenance of new infrastructure will be required. Citywide. No map
96
Projects By Funding Source 2015 thru 2019
City of Chanhassen, MN
Project # SS -012
Project Name Inflow and Infiltration Abatement
Account #1 701- 70xx4751
Account #2
Account #3
Account #4
Department Sanitary Sewer Improvements
Contact Paul Oehme
Type
Improvement
Useful Life
Unassigned
Category
Utilities
Priority
n/a
Total Project Cost: $1,700,000
This annual project includes televising, repairs and rehabilitation of existing sanitary sewer. The program also detects and eliminates points of
entry of ground water and surface water into the City sanitary sewer system Projects have been identified from the 2006 Inflow and Infiltration
Report and aspects of the program are included in the annual street project. The projects were reviewed by Metropolitan Council and approved in
lieu of surcharge fees.
Justification
City staff has identified numerous older sewer lines that are in need of repair. The City of Chanhassen pays the Metropolitan Council for sewage
treatment. Those payments are based on the amount of flow generated by the City of Chanhassen. Surface water and ground water that makes its
way into the system either through breaks, displaced joints, manhole covers, or private connections to the system increase the amount charged to
the City for sewage disposal and increasing the load on the City's lift stations.
Prior
825,000
Total
Expenditures 2015 2016 2017 2018 2019 Total
Maintenance 75,000 200,000 200,000 200,000 200,000 875,000
Total 75,000 200,000 200,000 200,000 200,000 875,000
Prior Funding Sources
2015
2016
2017
2018
2019
Total
r-825,000-1 Sewer Utility Fund
75,000
200,000
200,000
200,000
200,000
875,000
Total
Total 75,000
200,000
200,000
200,000
200,000
875,000
Budget Impact/Other
The efforts may decrease operational costs, MCES fees and emergency call outs. It is also the City's intent to use connection charges to help fund
for those costs. It is the City's belief that as new customers come on line those connection fees should help fund future infiltration problems.
79
Projects By Funding Source
City of Chanhassen, MN
Project # SS -014
Project Name Sanitary Sewer Replacement
2015 thru 2019
Department
Sanitary Sewer Improveme
Contact
PaulOehme
Type
Improvement
Useful Life
Unassigned
Category
Utilities
Account #1 701 - 70254751 Account #3 Priority n/a
Account #2 Account #4
Description I Total Project Cost: $1,640,000
teplacement or rehabilitation of existing sanitary sewer lines in conjunction with the reconstruction of the City street.
Justification
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
925,000 Construction
Total
Prior Funding Sources
925,000 Sewer Utility Fund
Total
2015 2016 2017 2018 2019 Total
75,000
300,000
40,000
250,000
50,000
715,000
Total 75,000
300,000
40,000
250,000
50,000
715,000
2015
2016
2017
2018
2019
Total
75,000
300,000
40,000
250,000
50,000
715,000
Total 75,000 300,000 40,000 250,000 50,000 715,000
This project will decrease maintenance costs.
80
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: February 9, 2015 RESOLUTION NO: 2015 -XX
MOTION BY: SECONDED BY:
A RESOLUTION APPROVING PLANS AND SPECIFICATIONS
AND AUTHORIZING AD FOR BIDS FOR THE 2015 STREET
IMPROVEMENT (CARVER BEACH AREA)
PROJECT NO. 15-01
WHEREAS, pursuant to the resolution passed by the Council on January 26, 2015, the City
Engineer has prepared plans and specifications for the 2015 Improvement (Carver Beach area)
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
QuestCDN.com, 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 27, 2015, for the 2015 Street
Improvement (Carver Beach area) Project No. 15 -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 9"' day of February, 2015.
ATTEST:
Todd Gerhardt, City Manager
Denny Laufenburger, Mayor
YES NO ABSENT