HomeMy WebLinkAbout7C - 1995 Public Imp. Projects
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AGENDA NUMBER:
PREPARED BY:
SUBJECT:
DATE:
7C
BRUCE LONEY, ASSISTANT CITY ENGINEER
DISCUSS FEASIBILITY STUDY ON 1995 IMPROVEMENT
PROJECTS
NOVEMBER 21, 1994
INTRODUCTION:
The purpose of this Agenda item is to discuss the attached
Feasibility Study and provide staff input and direction on
proceeding with the 1995 Feasibility Study and implementation of
City projects.
BACKGROUND:
At the August 1, 1994, City Council meeting, staff presented a
1995 project summary list as part of the 1995-1999 Capital
Improvement Program. The City Council reviewed the proposed
projects by year and adopted the 1995-1999 Capital Improvement
Program. The Council also authorized the staff to prepare a
Feasibility Study for the 1995 projects as approved by the Council.
In the adopted Resolution No. 94-43, there were ten projects listed
for inclusion in the Feasibility Report. They are described in the
following 15 project areas:
1. Ridgemont Avenue sanitary sewer, water and street
improvement from north of T.H. 13 to Rutledge Street.
2. Creekside Circle street improvement from T.H. 13 to end
terminus.
3. Tower Street paving from CSAH 23 to Duluth Avenue.
4. Centennial Street SU"eet improvement from Candy Cove
Trail to end terminus.
5. Pike Lake Trail sanitary sewer, water, street and walk
improvements from CSAH 42 to Caniage Hill Parkway.
6. Street overlay project for streets in Titus Addition.
7. Pixie Point Circle street improvement project from 150th
Street to 150th Street.
4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 4474245
AN EQUAL OPPORTUNITY EMPLOYER
8. Street improvement project in Oak Ridge Court
Subdivision which includes . Oak Ridge Circle, Indian
Ridge Circle, Euclid Avenue, Fulbright Circle, and
Flandrau Circle.
9. Street improvement project in Candy Cove ParklLakeside
Manor Subdivisions which includes Candy Cove Trail,
Woodlawn Circle, Hill Circle, Manor Road, and Lemley
Circle.
10. Fish Point Park drainage channel improvements.
11. Construction of restrooms/storage in Memorial Park.
12. CSAH 18 from City limits to CSAR 42, City
improvements.
13. CSAR 44 from T.R. 13 to east City limit line, City
improvements.
14. County Road 83 from County Road 82 to CSAH 42, City
improvements.
15. Construction of restrooms/shelter in Grainwood Crossing
Park.
From the adopted resolution to the preparation of Feasibility
Report, it was determined that certain project improvements were
inadvertently omitted and one project area needed to be redefined
to include all potential assessable property. These changes have
been incorporated into the Feasibility Report and are as follows:
1. Project Area No. 13 (CSAH 44) improvement description
has been changed to include "a traffic control signal".
2. Project Area No. 14 (CR 83) improvement description has
been changed to include "a traffic control signal".
In the attached Feasibility Report, there are nine projects in which
all or a portion of the costs will be assessed to benefitting
properties. These projects are as follows:
1. Ridgemont Avenue from 300 feet north of T.R. 13 to
Rutledge Street. Improvement project consists of
reconstructing the existing pavement on Ridgemont
Avenue, and installing sanitary sewer and water to
properties along Ridgemont Avenue.
2. Street overlay/reconstruction of Creekside Circle from T.R.
13 north to end terminus. Project consists of replacing the
existing street pavement.
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3.
Street paving construction of existing aggregate surfaced
on Tower Street.
4. Street paving construction of existing aggregate surfaced
on Centennial Street.
5. Pike Lake Trail from CSAH 42 to proposed Carriage Hills
Parkway. Improvements include sanitary sewer,
watermain, storm sewer, street and walks on existing
aggregate surfaced road.
6. Street overlay of existing bituminous pavements on
Martindale Street, Henning Circle and Hickory Avenue.
7. Street reconstruction of existing paved Pixie Point Circle.
8. Street reconstruction of existing paved streets in Oak Ridge
Court Subdivision.
9. Street reconstruction of existing paved streets In Candy
Cove Park and Lakeside Manor Subdivisions.
10. Fish Point Park drainage channel improvement and this
project will be funded with the City's Storm Water Quality
Funds.
Also included in the Feasibility Report are other City projects in
which project Ad Valorem financing can be leverage against the
429 Assessment Bond. These projects included the following:
11. Construction of restrooms/storage beneath the grandstand
in Memorial Park.
12. CSAH 18 from the north City limits to CSAH 42, the City
cost share of improvement.
13. CSAH 44 from T.H. 13 to east City limit line, the City cost
share of improvement.
14. County Road 83 from County Road 82 to CSAH 42, the
City cost share of improvement.
15. Construction of restrooms/shelter in Grainwood Crossing
Park.
DISCUSSION:
The projects in the Feasibility Report were divided into two areas.
One for the City's consulting engineer and the remainder for City
Staff. The two reports were consolidated so that the Council can
determine at once the effect of all projects.
The attached report indicates the estimated City costs for each
project, along with preliminary assessment estimates. At the end
of the Feasibility Report, page 18, a project financing summary is
included to show project cost splits. The total project cost of the
fifteen projects is $3,627,000.00.
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Financing of this project cost is as follows:
1.)
2.)
3.)
4.)
5.)
6.)
Assessments ...................................... $
Tax Levy ........................................... $
Trunk Reserve .................................. $
Collector Street Fund ........................ $
Capital Park Fund ............................. $
Storm Water Utility Fund .................. $
1,808,184.00
1,516,042.16
102,724.00
71,450.00
20,000.00
108,600.00
Project Cost Total .............................. $ 3,627,000.00
The tax levy of $1,516,042.00 would result in an annual increase
of taxes of $49.41 on an average Prior Lake home with a
$120,000.00 market value. The tax increase would be over a ten
year period unadjusted for future valuation growth. This would
equate to a property tax increase based upon the 1994 property tax
statements of 7.11 %. Based upon Council discussions at the CIP
meeting and the Council indicated they would support a tax levy
increase of $938,000.00 or an average increase of 4.69%.
The increase tax levy from the approved CIP to the Feasibility
Study is due to the following:
1.) Increased project cost and associated tax levy on street
improvement projects from $480,000.00 to $673,600.00 for
a $193,600.00 increase.
2.) County road improvement projects changed from the 1995
CIP. CSAH 42 at a City projected cost of $200,000.00 was
removed and CSAH 44 inserted at a City cost of
$550,000.00 for an increase of $350,000.00.
3.) CSAH 18 project was not included in 1995 CIP and was
previously removed from the 1994 Bond issue due to a
delay in the project. Project cost is projected to be
$60,000.00 and has been added as this project is a County
priority for this year.
Staff reviewed the projects to determine which projects could be
deferred to reduce the tax impact. The following is a commentary
on each project with regard to project need:
Area 1 - Ridgemont Avenue
Ridgemont Avenue is in poor condition, and has been patched for
several years and is again in need of patching. The street has
looked bad for several years but total breakup of the street has not
occurred as may have been expected. This project was deferred in
1994 in order to reduce the City's tax levy impact. Patching of
Ridgemont Avenue for 1995 is estimated to be about $7,000.00.
Approximately 800 feet of this street does not have municipal
sewer and water. The west side of the street abutts Lakefront Park
and consequently the City will be responsible for nearly fifty
percent of this project. The City's additional cost to install sewer,
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water and street improvements versus only street improvements is
approximately $8,800.00.
Area 2 - Creekside Circle
The pavement for Creekside Circle is in poor condition.
Bituminous patching was done in 1993-1994 and additional
patching in 1995 will be in the range of about $7,000.00. This
street is at the end of its life, and this project was deferred in 1994
in order to reduce the City's tax levy impact.
Area 3 - Tower Street
Tower Street is an existing aggregate surfaced road and this project
would be to place a temporary pavement section in 1995 as this
street connects Priordale Mall with the County Market grocery
store. The City's annual maintenance cost which includes dust
control is $1800/year. Tower Street would be permanently
improved when CSAH 23 is realigned to Five Hawks Avenue.
Project is proposed to be paid for with Street Collector Funds.
Area 4 - Centennial Street
Centennial Street is an existing aggregate surfaced street which has
sanitary sewer and water utilities. This project proposes to
construct permanent bituminous paving and concrete curb and
gutter improvements to City standards.
Area 5 - Pike Lake Trail
Pike Lake Trail is currently an aggregate surfaced road and
designated as a local collector on the City's State Aid System.
Permanent street improvements will reduce the City's maintenance
of gravel roads and correct erosion problems associated with Pike
Lake Trail. Improvements will be assessed to benefitting property
owners.
Area 6 - Titus Addition Street Overlay Project
Existing bituminous pavements are in a deteriorated condition.
Residential lots are outside MUSA line and will be for some time.
The area to the south of Titus Addition will be in Ag Preserve for
at least an additional 8 years. Development of this area would be
considered leap frog. These street pavements are at a point in their
life cycle that an overlay could be done at reduced cost to extend
the street life approximately 15 years. The cost is less than normal
due to no public utility adjustment if the overlay is done at this
time. This project would be considered a street improvement in
which 60% of the project cost is assessed and 40% is the City's
responsibility.
Area 7 - Pixie Point Circle
Pixie Point Circle street pavement is in a deteriorated condition
with cracks and pot holes in the pavement. Reconstruction of the
street pavement is necessary due to a high number of flat
driveways to the street. Pavement life can be extended with
patching. This project would be considered a street improvement in
which 60% of the project cost is assessed and 40% is the City's
responsibility.
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Area 8 - Oak Ridge Court Subdivision
The streets in this area are in similar condition to Pixie Point Circle
with numerous cracks and patched areas. Reconstruction of the
street pavement section was estimated with the benefitting property
owners assessed 60% of the project cost while the remaining 40%
project cost is the City's responsibility.
Area 9 - Candy Cove/Lakeside Manor Subdivision
These streets in these areas are in similar condition to those in
Pixie Point Circle and Oak Ridge Court with numerous cracks and
patched areas. Most of the streets have an existing 6" high
bituminous curb which is in poor to fair condition. Reconstruction
of the streets was estimated in the project cost with 60% of the cost
assessed to benefitting properties and the City responsible for the
remaining 40% of the project cost.
Area 10 - Fish Point Park Draina~e Improvement
This project would correct an erosion problem through the park
and provide a water quality pond to collect sediment from entering
Prior Lake. The City would pay for this project using Storm Water
Quality Funds generated from the Storm Water Utility Fee.
Area 11 - Memorial Park Restrooms
The Parks Director and City Council have indicated a need to
upgrade the restrooms and provide additional storage for Memorial
Park ball field facility. This project was deferred from the 1994
Feasibility Study in favor of the Sand Pointe Parking Lot project.
Area 12 - CSAH 18 City Improvements
Scott County is proposing to upgrade CSAH 18 to a four lane
facility in 1995 pending receipt of approvals and permits from the
Court. It is the City's responsibility to pay for a portion of the cost
of the improvement.
Area 13 - CSAH 44 City Improvements
Scott County is proposing to upgrade CSAH 44 to a four lane
facility in 1995 and the City is responsible for City participation
costs and any City improvements associated with the project.
Area 14 - CSAH 83 City Improvements
Scott County has been working with the Dakota Community to
construct a four lane facility from CSAH 42 to County Road 82.
The City will be responsible for a portion of the trail improvement
cost and this cost is listed in the Feasibility Study.
Area 15 - Grainwood Crossing Park Restrooms
The Parks Director has indicated a need to construct restrooms and
a shelter in the recently purchased Grainwood Crossing Park area
as part of the grant requirements. The City needs to construct a
shelter and provide restrooms within three years as a condition of
receiving the grant.
At the August 1, 1994 Council Meeting in which the 1995 CIP was
approved, the Council indicated that they would support a tax levy
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of $938,000.00 or a 4.69% property tax increases when utilizing
1994 as a base year for property taxes. The total tax levy for all
fifteen projects is $1,516,042.16 approximately $580,000.00 more
than the 1995 CIP.
To maintain the tax levy amount to $938,000.00 or less as
contained in the 1995 approved CIP, the following projects funded
in part by tax levy can be included for a public hearing:
Project Description Tax Levy Amount Assessed Amount
1) Ridgemont Avenue $40,122.16 $151,854.00
2) Creekside Circle $62,360.00 $93,540.00
3) Memorial Park Restrooms $65,000.00
4) CSAH 18 $60,000.00
5) CSAH 44 $550,000.00
6) Grainwood Crossing Park Shelter $15,000.00
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TOTAL
$792,482.16
$245,394.00
With a 429 Special Assessment Improvement Bond, at least 20%
of the bond issue must be assessed per State Statute. In the above
example, the percent assessed is $245,394.00 divided by
$1,037,876.16 or 23.64%. Bond Counsels usually recommend
25% to ensure that the 20% assessed amount is met. It may be
prudent to consider writing down a share of tax levy costs by other
funds if in the event, it is anticipated that assessment appeals may
occur at the time of the Public Hearing prior to bonding.
Staff will make a presentation on the Feasibility Study and will
discuss the merits of each project. Council can eliminate any
project or portions of a project at this time.
With the 429 Special Assessment projects, if the Council approves
the Feasibility Report, Public Hearings must be conducted on the
proposed improvements prior to implementing projects. Staff
would also conduct Informational Meetings prior to the Public
Hearings. This meeting is for Council to provide direction and
priorities on those projects presented in the Feasibility Study.
ISSUES:
The main issue associated with the Feasibility Study is:
"Does the Council continue to support the tax levy amount of
$938,000.00 or is some greater or lesser amount acceptable?"
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To construct all of the projects, the tax levy impact would be
$1,516,042.00. The Council tentatively approved $938,000.00 as
tax levy impact in the 1995 CIP approval process. In order to meet
the previous target, projects with tax levy funding must be
eliminated or the Council must approve a higher tax levy.
On the projects in which the tax levy is listed as the source of
funding, the Council has indicated that Memorial Park restrooms
and CSAH 44 improvements are a priority to the City. CSAH 18 is
proposed to be built this year by Scott County when the necessary
approvals are obtained. County Road 83 improvements would be
the City's participating amount for a trail improvement in which
CR 83 plans have not been finalized. Grainwood Crossing Park
restrooms and shelter are a Parks project which needs to be done
within three years as part of the grant received by the City. The
shelter should be built next year per Bill Mangan and portable
restrooms can be used.
The main requirement for financing a 429 bond issue is that 20%
of the project cost must be assessed. Staff would recommend at
least 25% of the project cost be assessed to avoid the possibility of
assessment deductions and thus an amount less than 20%. Per
Mary Eppel of Briggs & Morgan, a bond issue with less than 25%
assessed would be supported as long as the assessed total was over
the statutory 20% limit.
The 429 assessable projects can be summarized as follows:
1.) Ridgemont Avenue and Creekside Circle are hold over
projects from the 1994 Feasibility Study and the streets are
in poor condition. Staff would recommend that these
projects proceed to a Public Hearing for public input and
comment.
2.) Centennial Street and Pike Lake Trail are gravel roads in
which permanent street improvements are proposed. These
projects are almost 100% assessed, however, the
assessment rates are fairly high.
Pike Lake Trail will have a temporary bituminous
pavement placed by Knob Hill per the preliminary plat
discussions. With the zoning for the Wensmann parcel not
yet finalized, it may be prudent to wait until the zoning is
determined and a development is proposed.
Centennial Street improvement project was proposed by
staff to convert a gravel road to permanent bituminous
street.
3.) Titus Subdivision, Pixie Point Circle, Oak Ridge Court
Subdivision and Candy CovelLakeside Manor Subdivision
streets are considered street overlay/reconstruction projects
in which 60% of the project cost is assessed and 40% of
project cost is City tax levy. Approval of these type of
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projects will increase the tax levy amount to be funded and
will increase the assessed percentage of bond issue.
Staff has outlined one scenario on page 7 in which there are two
projects with assessments (Ridgemont Avenue and Creekside
Circle) and four projects funded by tax levy (Memorial Park
Restrooms, CSAH 18, CSAH 44 and Grainwood Crossing Park
Shelter). There are many other scenarios with the number of
projects proposed, however, the proposed scenario seems to meet
the previous Council goal of tax levy increase and meets the
statutory bonding requirements for a 429 Bond.
Staff will present the project scope and financing of each project at
the Council Meeting, and will discuss the merits of each project.
Staff intends to amend the Feasibility Study, if necessary,
depending on Council direction and ask Council to consider
accepting the Feasibility Study at the December 5, 1994 Council
Meeting.
ALTERNAtIVES:
The alternatives are as follows:
1. Discuss the Feasibility Report and provide staff direction
and priorities on completing the Report for future Council
approval.
2. Table this item for a specific reason.
RECOMMENDATION: Staff recommends that Council provide direction as to the number
of projects and tax levy impact amount that Council desires to
support. Council approval of the revised Feasibility Study would
be scheduled for December.
ACTION REQUIRED: No action is required at this meeting. Staff will amend the
Feasibility Report based on Council's comments and bring the
Feasibility Report back for Council approval at the December 5,
1994 meeting.
FINANCIAL IMPACT: IS provided on page 18 of the
AG1121.ENG
9
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PRELIMINARY REPORT AND ESTIMATE OF COST
FOR THE CITY OF PRIOR LAKE
ON 1995 PUBLIC IMPROVEMENT PROJECTS
SANITARY SEWER, WATERMAIN, STORM SEWER,
GRADING, CURBING, WALKS, STREET PAVING,
AND APPURTENANT WORK
NOVEMBER 15, 1994
I hereby certify that this Feasibility Study was written by me or under my direct supervision and
that I am a duly registered Professional Engineer under the laws of the State of Minnesota.
~4'L'--1~ )
Terry I. Ma: , P.E.
Reg. No. 15316
//;/5194
,
Date
Prepared by: Cindy Blanski, Staff Engineer
FEAS-I02.045
102-045-10
PRELIMINARY REPORT AND ESTIMATE OF COST
FOR THE
CITY OF PRIOR LAKE
ON 1995 PUBUC IMPROVEMENT PROJECTS
GRADING, SANITARY SEWER, W ATERMAIN, STORM SEWER,
CURBING, WALKS, STREET PAVING,
AND APPURTENANT WORK
NOVEMBER 15, 1994
I. TYPE OF WORK
The improvements proposed for construction during 1995 include sanitary sewer,
watennain, stonn sewer, sidewalk, bikepath, bituminous overIayment, and street
reconstruction, including grading, concrete curb and gutter, and boulevard restoration.
The proposed project locations within the city limits of Prior Lake are shown by Exhibit 1.
Areas 1 and 2 had been included previously in the 1994 Capital Improvement Report,
dated January 3, 1994. A brief description of the improvements shown by Exhibit 1 is as
follows:
ARF.A 1 - Ridg,-mnnt AVfIlnufIl
Ridgemont Avenue from the existing concrete curb and gutter to Rutledge Street, including
sanitary sewer, watennain, stonn sewer, grading, aggregate base, concrete curb and
gutter, concrete sidewalk, bituminous surfacing, and appurtenant work.
ARF.A 2 - CrPPkil;idfll Cirrlfll
Street reconstruction of Creekside Circle, including grading, aggregate base, storm sewer,
concrete curb and gutter, bituminous surfacing, and appurtenant work.
ARF.A 3 - TnwfIlr Strfllfllt
Street construction of Tower street, including grading, aggregate base, bituminous
surfacing, and appurtenant work.
ARF.A 4 - Cpntfllnnial StrPPt
Street construction of Centennial Street, including stonn sewer, grading, aggregate base,
concrete curb and gutter, bituminous surfacing, and appurtenant work.
A RF.A 5 - Pikfll T ,akfll Trail
Pike Lake Trail Street construction and utility improvements, including sanitary sewer,
watermain, storm sewer, grading, aggregate base, concrete curb and gutter, concrete
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sidewalk, bituminous path, bituminous surfacing, and appurtenant work.
AR'F.A it - Tihl!li': Addition
Bituminous resurfacing of Martindale Drive, Henning Circle, and Hickory Lane within the
Titus Subdivision. In addition, work includes the reconstruction of Martindale at Pike
Lake Trail, including grading, aggregate base, bituminous curb, bituminous surfacing and
appurtenant work.
AR'F.A 7 _ PiYi.. Point Cirt'lp
Street reconstruction of Pixie Point Circle, including grading, aggregate base, storm
sewer, concrete curb and gutter, bituminous surfacing, and appurtenant work.
AR'F.A R - Ogle Ridgf' Court ~lIhdivi!li':ion
Street reconstruction of Oak Ridge Circle, Flandrau Circle, Fulbright Circle, Indian Ridge
Circle, and Euclid Avenue, including storm sewer, grading, aggregate base, concrete curb
and gutter, bituminous surfacing and appurtenant work.
ARF.A 9 _ Cgndy Cnvp 'PgrlelT .gkP-li:idp Mgnnr ~uhdividnn!li':
Street reconstruction of Candy Cove Trail, Manor Road, Woodlawn, Hill and Lemley
Circles, including grading, aggregate base, storm sewer, concrete curb and gutter,
bituminous surfacing, and appurtenant work.
A.RRA. 10 - Fish Point ]Jgrk
Drainage channel improvement from Forest Oaks Subdivision to Prior Lake within Fish
Point Park, including channel excavation, channel lining, and appurtenant work.
ll. LOCATION OF THE PROJECTS
The ten projects shown by Exhibit 1 are located in the following areas:
A R RA 1 - R idgpmnnt A vpnllP
Ridgemont Avenue from approximately 300 feet north of Trunk Highway 13 to Rutledge
Street within the following subdivisions:
The Oaks
Edwards 1st Addition
Hannen 2nd and 3rd Addition
Widerstrom 1st Addition
Mitchell pond
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Calvin Erbele's 1st Addition
In Sections 35 and 36, Township 115 north, Range 22 west, Scott County, Minnesota.
AREA 2 - CrPPkll;id.. Cin-Ip
Creekside Circle from Trunk Highway 13 to the cul-de-sac within la-Anna Stepka Hi-
View 3rd Addition in Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
AREA 3 - Tnwpr StrP.Pt
Tower Street from County Road 23 to Duluth Avenue in Section 2, Township 114 north,
Range 22 west, Scott County, Minnesota.
AREA 4 - Cpntpnnial Stl"PPt
Centennial Street from Candy Cove Trail to the turnaround, within the Centennial
Addition, and adjacent to unplatted property west of Candy Cove Trail. In Section 36,
Township 115 north, Range 22 west, Scott County, Minnesota.
AREA 5 - Pikp T ..akp Tnllil
Pike lake Trail from County Road 42 to the proposed north plat line in the plat of Knob
Hill in Section 26, Township 115 north, Range 22 west, Scott County, Minnesota.
AREA 6 - Tihlll; Additinn
Martindale Drive from Pike Lake Trail to end terminus; Henning Circle from Martindale
Drive to cul-de-sac; Hickory Lane from Martindale Drive to end terminus; within Titus
First Addition in Section 23, Township 115 north, range 22 west, Scott County,
:Minnesota.
ARF.A 7 - PiYiP Pnint Cirdp
Pixie Point Circle, with the beginning and end at 150th Street within the following
subdivisions:
Eastwood 1st Addition
Eastwood 2nd Addition
Buckeye's 1st Addition
Feons 1st Addition
And, R.L.S. Number 1 in Section 25, Township 115 north, Range 22 west, Scott County,
:Minnesota.
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AI'P..lI ~ - Oak Ridgf'! Cnnrt Snhdividnn
Oak Ridge Circle, with the beginning and end at Euclid Avenue; Euclid Avenue from
150th Street to Oak Ridge Circle; Indian Ridge Circle from Fairlawn Shores Trail to the
cul-de-sac; Fulbright Circle from Oak Ridge Circle to the cul-de-sac; FIandrau Circle from
Oak Ridge Circle to the cul-de-sac, within the following subdivisions:
Oak Ridge Court
Oak Ridge Court 1st and 2nd Addition
In Section 36, Township 115 north, Range 22 West, Scott County, Minnesota.
ARRA 9 - Candy CnvfIl PDrklT.JIkP!ddfll Mannr ~lIhdividnn~
Candy Cove Trail, with the beginning and end at Trunk Highway 13; Woodlawn Circle
from Candy Cove Trail to the cul-de-sac; Hill Circle from Woodlawn Circle to the cul-de-
sac; and Manor Road from Woodlawn Circle to Candy Cove Trail within the following
subdivisions:
Candy Cove Park
Lakeside Manor 1st, 2nd, and 3rd Additions
In Section 36, township 115 north, Range 22 west, Scott County, Minnesota.
A 1'P..lI 10 - Fi~h Point hrk
Channel improvements in Fish Point Park from Forest Court to Prior Lake, adjacent to
Shangri-LA Subdivision, in Section 36, Township 115 north, Range 22 west, Scott
County, Minnesota.
m. DESCRIPTION OF PROJECT
Project descriptions for the various areas are as follows:
A RRA 1 - Ridg.-rnnnt A vfIlnup
Currently, Ridgemont Avenue is the only access to quite a few residential platted areas.
It is proposed that Ridgemont Avenue be reconstructed from the existing concrete curb and
gutter north to Rutledge Street as shown by Exhibit 2. Ridgemont Avenue has been
patched in numerous locations and has extensive cracks. The portion of road proposed for
improvement does not have concrete curb and gutter. Reconstruction of the existing road
to an urban section with concrete curb and gutter and minor stonn sewer improvements
is proposed. The typical street section is shown by Exhibit 3.
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Street reconstruction provides the opportunity to extend a lateral sanitary sewer line south
in order to provide service to the existing homes on the east side of Ridgemont and
undeveloped parcels. In addition, the watennain will be extended south also. The
proposed utility improvements are shown by Exhibit 4.
The project consists of 3,200 linear feet of concrete curb and gutter, 1,600 linear feet of
bituminous surfacing and 900 feet of sanitary sewer and watennain. The Ridgemont
Avenue project is a hold-over from the 1994 Capitol Improvement project and will be
assessed to the benefitting property owners and included in the 429 bond issue.
A RRA 2 - CrPPkil;idp Cirt"lp
Creekside Circle is shown by Exhibit 5. The pavement on this street has pot holes and has
been patched in several locations. There is extensive alligator cracking. Currently,
stormwater runoff is conveyed by existing ditches to the cul-de-sac where a catch basin
collects the runoff and discharges it to the creek. The north end of the road has a
bituminous berm that will be replaced with concrete curb and gutter. Other improvements
include street reconstruction with new bituminous surfacing and storm sewer
improvements. The proposed typical sections consist of both an urban and rural section
as shown by Exhibit 6. The rural portion will remain as is in order to maintain adequate
cover over the existing watermain. This project consists of approximately 800 linear feet
of concrete curb and gutter and 1,100 linear feet of bituminous surfacing. This project is
also a hold-over from the 1994 Capitol Improvement project and will be assessed to the
benefitting property owners and included in the 429 bond issue.
ARF.A 3 - Towpr Strppt
Tower Street, shown by Exhibit 7 is an existing gravel road with a rural section from
County Road 23 to approximately Duluth A venue and is highly traveled due to its
proximity to The Ponds Athletic Complex. It is anticipated that this stretch of Tower
Street will be reconstructed in the future; therefore, concrete curb and gutter and storm
sewer is not warranted at this time. The proposed street section is shown by Exhibit 8.
The project consists of 300 feet of street construction. The project will be paid by the
City, utilizing general tax levy or street collector funds.
A RRA 4 - Cpntpnnial StrPflt
Centennial Street is an existing gravel road and is shownx by Exhibit 9. Currently, storm
water runoff flows overland to a wooded area west of the wooded turnaround. It is
proposed that Centennial Street be reconstructed with bituminous surfacing and concrete
curb and gutter and minor storm sewer improvements. The total length of street
reconstruction is 600 feet. The typical street section is shown by Exhibit 10.
As shown on Exhibit 9, drainage easements must be acquired. The project will be
assessed to benefitting property owners.
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102-045-10
AR'F.A ~ - Pik.. T.Jllk.. Tr.lil
Pike Lake Trail is shown by Exlubit 11. This street is designated as a Municipal State Aid
(MSA) route. Currently, the street has a gravel surface and is rural in nature with no curb
and gutter. The portion of Pike Lake Trail south of the Maple Hill Subdivision will be
built by a developer as part of the Knob Hill Subdivision; therefore, costs for street
reconstruction within the Knob Hill Subdivision are not included in this report.
Proposed improvement includes street reconstruction with storm sewer, retaining wall,
concrete curb and gutter, concrete sidewalk, bituminous bike path, and bituminous
surfacing. Street reconstru~tion provides the opportunity to extend the sanitary sewer
south and loop the watermain to the Knob Hill Subdivision.
As shown on the exhibits, right-of-way for the road and drainage easements must be
acquired. Costs for acquiring any right-of-way or easements are included in the project
cost for Pike Lake Trail. The proposed typical section is shown by Exhibit 12. Pike Lake
Trail, north of Knob Hill will be designated as a Municipal State Aid route. Some of the
project will be financed by City Street Collector funds. Benefitting property owners will
be assessed, and the project costs non-eligible for MSA funding will be included in the 429
bond issue.
A RF.A 6 - Tihl!li: Addition
The properties within the Titus 1st Addition have wells and individual septic systems. It
is not anticipated that City sewer and water will be extended to the area for at least 20
years. The streets have extensive cracking and have had severa1large areas patched. The
streets have a bituminous benn and stonn sewer. Exhibit 13 shows the streets within Titus
1st Addition proposed for improvements, which includes milling the existing bituminous,
blending it with existing base, and placing a 1.5" overlay. Martindale Drive will be
reconstructed at Pike Lake Trail in order to improve the vertical curve at the intersection.
This is currently very steep. In addition, areas with severe cracking will have the
pavement removed and patched prior to the overlay. The project consists of resurfacing
approximately 3,000 linear feet of street and reconstruction of 100 linear feet. The typical
sections are shown by Exhibit 14. Benefitting property owners will be assessed, and the
City portion of the project costs included in the 429 bond issue.
ARF.A 7 - pjYifl' Point ~irt"JfI'
Pixie Point Circle is shown by Exhibit 15. This street has bituminous pavement and
existing storm sewer. The pavement has pot holes and extensive cracks. The proposed
improvement includes reconstruction of the existing street with new bituminous surfacing,
including concrete curb and gutter and storm sewer replacement. The project consists of
approximately 3, 100 linear feet of concrete curb and gutter and 1,500 linear feet of
bituminous surfacing. The proposed typical section is shown by Exhibit 16. The project
will be assessed to the benefitting property owners and included in the 429 bond issue.
FE.AS-I02.045
-7-
102-045-10
A.REA. R - Oak RidV Cnnrt Snhdividnn
The streets shown by Exhibit 17 within the Oak Ridge Court Subdivision have numerous
cracks and patched areas. Currently, the street has bituminous curb and storm sewer.
Proposed improvements include street reconstruction with bituminous surfacing, concrete
curb and gutter, and storm sewer. The proposed typical sections are shown by Exhibit 18.
The project consists of street reconstruction of 4, 100 linear feet of bituminous surfacing
and 8,000 linear feet of concrete curb and gutter. The project will be assessed to the
benefitting property owners and included in the 429 bond issue.
A. REA. 9 - Candy Cnvp Paw:-klT .akP!l>idp Mannr Snhdivi~inn~
The streets shown by Exhibit 19 have numerous patches and cracks. The street has
bituminous curb and storm sewer. The proposed improvement includes street
reconstruction, including concrete curb and gutter, and minor storm sewer improvements.
The proposed typical section is shown by Exhibit 20. This project consists of 5,200 linear
feet of street reconstruction and 10,000 linear feet of concrete curb and gutter. The project
will be assessed to the benefitting property owners and included in the 429 bond issue.
A.RF.A. 10 - Fi~h Pnint Park
Fish Point Park is shown by Exhibit 21. The existing channel that conveys storm water
runoff from adjacent drainage areas has eroded the banks of residential properties in some
areas while other areas the channel is virtually non-existent. The eroded soil is being
deposited in the channel where there is minimal grade, and therefore making the channel
undefined in one area.
It is proposed the channel be re-established using rip-rap and a small water quality pond
be created as shown by Exhibit 22. Existing culverts within the park will be replaced as
necessary for ditch construction. This project will be paid for out of the Stonn Water
Utility fund.
IV. FEASIBILITY
From an engineering standpoint, these projects are feasible, independent of each other, and
can be accomplished as proposed, and not in conjunction with each other or any other
project.
v . ESTIMATED COST
The following costs were prepared based upon an Engineer's Estimate and are subject to
change, depending on the final design of the project, bids received, and actual work
performed. The method of assessment and rate will be determined at the Assessment
Hearing.
FEAS-I02.045
-8-
102-045-10
The estimated project cost for each project is for the installation of associated
improvements and includes indirect project costs. Project costs in Areas 1, 2, and 4-9
include special assessments.
.4. R1(.4. 1 - Ridtpmnnt .4. vIlnup
Ridgemont Avenue from approximately 300 feet north of Trunk Highway 13 to Rutledge
Street:
Street
Storm Sewer
Sanitary Sewer
Watermain
Subtotal
$165,700
5,800
33,800
21 }4oo
$226,700
Indirect Costs (30 % )
ti~ ) 000
TOTAL PROJECT COST
$294,700
ARF.A 2 - C'rPPk~idp C'irrlp
Creekside Circle from Trunk Highway 13 to the cul-de-sac:
Street
Storm Sewer
Subtotal
$106,500
11,400
$119,900
Indirect Costs (30 %)
TOTAL PROJECT COST
1n JlOO
$155,900
ARF.A 3 - Tnwpr StrPPt
Tower Street from County Road 23 to Duluth Avenue:
Street
$19,500
Indirect Costs (10%)
1 ) 9-;0
TOTAL PROJECT COST
$21,450
FEAS-I02.045
-9-
102-045-10
AREA 4 _ Cpntpnnisal ~tftllPt
Centennial Street from Candy Cove Trail to the turnaround:
Street
$64,500
19,350
1 ,flOO
Indirect Costs (30 %)
Easement Acquisition
TOTAL PROJECT COST
$84,850
AREA ~ - Pikp T .sakII' TMlliI
Pike Lake Trail from County Road 42 to the north plat line of Knob Hill:
Street
Stonn Sewer
Water Quality Pond
Sanitary Sewer
Watennain
Subtotal
$169,750
14,350
68,800
35,577
16, f;()()
$325,077
Indirect Costs (30 %)
Q7, '';1
TOTAL PROJECT COST
$422,600
ARF.A 6 - Tihl~ Addition
Martindale Drive, Henning Circle, and Hickory Lane:
Street
Stonn Sewer
Subtotal
$91,200
4 QOO
,
$96,100
Indirect Costs (30 %)
2~, ~OO
TOTAL PROJECT COST
$124,900
FEAS-I02.04S
-10-
102..{)4S-10
A.RRA. '1- PrYt... Pnlnf rl_J...
Pixie Point Circle from 150th Street to 150th Street:
Street
Stonn Sewer
Subtotal
$174,800
4 QOO
,
$179,700
Indirect Costs (30%)
4\4 000
,
TOTAL PROJECI' COST
$233,700
AREA" - Oak Ridg.. Cnurt SlIhdivi...:inn
Oak Ridge Circle, Euclid Avenue, Indian Ridge Circle, Fulbright Circle, and Flandrau
Circle:
Street
Storm Sewer
Subtotal
$481,200
29500
$510,700
Indirect Costs (30%)
1 4\1 ?OO
,
TOTAL PROJECT COST
$663,900
AREA 9 - Candy Cnvp ~rk/T .9k~idp Mannr SlIhdivi~inn
Candy Cove Trail, Woodlawn Circle and Manor Road:
Street
Storm Sewer
Subtotal
$563,800
41,100
$604,900
Indirect Costs (30 % )
1 ~1 4\00
,
TOTAL PROJECT COST
$786,400
FEAS-I02.045
-11-
102-045-10
A REA 10 Fi!lOh Point ~rk
Channelization And
Stonn Sewer
WetlandlWater Quality Pond
Subtotal
$76,300
10,liOO
$86,900
Indirect Costs (25 % )
, 1 ~ 700
TOTAL PROJEer COST
$108,600
IV. PROPERTY TO BE ASSFSSED
The area proposed to be assessed is every lot, piece, and parcel benefitting from said
improvement, whether abutting or not, within the following described areas.
ARF.A 1 - RidgPmont Avpnup
The south half of Sections 35 and 36, Township 115 north, Range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not inclusive, are
as follows:
R.L.S. No. 13, Tract E
Hannen 2nd Addition, Lot 1
Mitchell Pond, Lots 1-3, Block 2
Calvin Erbele's 1st Addition, Lot 1
Edwards 1st Addition, Lot 2, Block 1
The Oaks, Lots 1-3, Block I
Unplatted property south of Hannen 2nd Addition adjacent to Ridgemont Avenue.
AREA 2 - CrPPk~idp Cirrlp
The south half of Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not exclusive, are
as follows:
Property abutting Creekside Circle including Lots 1-16 of the area known and platted as
Ja-Anna Stepka Hi-View 3rd, and the properties south of Lot 16 and Lot 2.
FEAS-I02.045
-12-
l02~S-lO
A'RF.A 4 _ C..nflanni"l ~trHt
The south half of Section 36, Township 115 north, Range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not inclusive, are
as follows:
Property abutting Centennial Street including:
Centennial Addition
The unplatted property north of Centennial Addition adjacent to Centennial Street.
The unplatted property south of Centennial Street and east of Centennial Addition.
ARF.A ~ - Pikp. T Jlkp. Tr2il
The north half of Section 26, Township 115 north, Range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not inclusive, are
as follows:
Property abutting Pike Lake Trail including:
Maple Hill, Lots 1, 8 & 9
Knob Hill Subdivision
Unplatted property south of County Road 42 and adjacent to Pike Lake Trail owned by
Minnesota Southern District of Lutheran Churches, and Wensmann Realty.
ARF.A 6 - Titll~ Addition
The north half of Section 23, Township 115, north, range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not exclusive, are
as follows:
Property abutting Martindale Drive, Henning Circle, and Hickory Lane in Blocks I, 2,
and 3, and outlot B, within the area known and platted as Titus 1st Addition.
FEAS-I02.045
-13-
102-045-10
A RF.A 7 - PiYj.. Point Cirri..
The south half of Section 25, Township 115 north, Range 22 west, Scott County,
Minnesota.
Specific PlOperty descriptions included in the above described area, but not exclusive, are
as follows:
Feens 1st Addition
Eastwood 1st Addition, Lots 2-17
Eastwood 2nd Addition including Outlot A
Buckeye's 1st Addition
R.L.S. No.1, Tracts C-I & K-N
R.L.S. No.2, Tract A
ARF.A R - Oak Rirlgp. Court Sl1hrlivi~ion
The north half of Section 36, Township 114 north, Range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not exclusive, are
as follows:
Oak Ridge Court Lot 6, Block 1, Lot 1, Block 2
Oak: Ridge Court 1st Addition, Lots 1-21 & 23-25, Block 1, Block 2, Lots 4-9,
Block 3
Oak Ridge Court 2nd Addition
A RF.A 9 - Canrly Covp ~rk/T .akP-lOirlp Manor SlIhrlivi~inn
Section 36, Township 115 north, Range 22 west, Scott County, Minnesota.
Specific property descriptions included in the above described area, but not exclusive, are
as follows:
Lakeside Manor, Blocks 1 & 2
Lakeside Manor 1 st Addition
Lakeside Manor 2nd Addition, Blocks 1 and 2
Lakeside Manor 3rd Addition
Candy Cove Park Lots 1-32
FEAS-I02.045
-14-
102~5-10
vm. ESTIMATED ASSESSMENTS
The improvement cost will be assessed on an adjusted front footage basis and unit basis
to the benefitting ploperties as per the Assessment Policy adopted by the City Council on
February 21, 1989, and amended on February 5, 1990.
AR'F.A 1 - Ridg..mnnt Avpnup
Total Project Cost
$294,700
Project Assessment (l00%-S, W, & Streets)
Project Assessment (60% - Street Only)
Project Tax Levy (40% - Street Only)
194,372
60,197
40,131
Fnl" SfrP.P.t WhprP. SPWPI" And WAf PI" Will BP. 'Frlpndpd
Project Assessment (100% - Sewer, Water, & Streets) $194,372
Project Assessable Front Footage *1,824 FF
Project Assessment Rate $106.56/FF
Fnl" SfrP.P.f WhprP. SPWPI" And WAf PI" 'Fyj~
Project Assessment (60% - Street Only)
Project Assessable Front Footage
Project Assessment Rate
$60,197
1,051 FF
$57.28/FF
* Note: Front footage includes 964 FF for Lake Front Park which is adjacent to Ridgemont
Avenue. The resulting City cost is 964 FF x $106.56 = $102,724 and is included under
the tax levy column in the Project Financing Summary. In addition, a Trunk Charge for
Trunk Sanitary Sewer and Watennain will be assessed based on property acreage:
Trunk System Acreage Charge for 1994
$3,0001 Acre
A R'F.A 2 - ("rP.P.k~idp Cirdp
Total Project Cost
$155,900
Project Assessment (60%)
Project Tax Levy
93,540
62,360
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
93,540
2,609 FF
$35.85/FF
FEAS-I02.045
-15-
102-045-10
A"REA 4 - ~p.ntpnnigl StJoHot
Total Project Cost
Project Assessment (100%)
$84,850
84,850
Project Assessable Front Footage
Project Assessment Rate
958 FF
$88.57/FF
A"REA ~ - Pikp T ,gkp. Tnil
Total Project Cost
:-
.'
. "$422,600
30,000
392,600
$46,250
1,395 FF
$33. 15/FF
Street Collector Fund
Project Assessment (100%)
Project Assessment (100% Sewer)
Project Assessable Front Footage
Project Assessment Rate
Project Assessment (100% Watermain)
Project Assessable Front Footage
Project Assessment Rate
$47,580
1,885 FF
$25.24/FF
Project Assessment (100% Stonn & Street)
Project Assessable Front Footage
Project Assessment Rate
$298, no
2,035 FF
$146.81/FF
NOTE: A Trunk Charge for Trunk Sanitary Sewer and Watermain will be assessed based
on property acreage:
Trunk System Acreage Charge for 1994
$3,000/ Acre
A REA" - Titm;: Addition
Total Project Cost
$124,900
Project Assessment (60%)
Project Tax Levy
74,940
49,960
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
74,940
6,934 FF
$10.81/FF
FEAS-I02.045
-16-
102-045-10
All""'A "I - Phn... Pnlnt rl....l...
Total Project Cost
$233,700
Project Assessment (60%)
Project Tax Levy
140,220
93,480
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
140,220
2,887 FF
$48.57/FF
ARRA R - Oak RidV ~nnrt Snhdivi4i:inn
Total Project Cost .
$663,900
Project Assessment (60%)
Project Tax Levy
398,340
265,560
398,340
6,235 FF
$63.89/FF
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
ARRA C) - ~andy ~nv.. Par1c1T Jl1cP-lrld.. Mannr Snhdivi~inn
Total Project Cost $786,400
Project Assessment (60%)
Project Tax Levy
471,840
314,560
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
471,840
8,978 FF
$52.56/FF
FEAS-I02.04S
-17-
l02~S-lO
PRO}FrT 1i'IN A NrTNG ~TMM ARY
Project A~nt; Tax Capital Trunk CoD.ector Storm Project
Area Levy Park Reserve Street Water Total
Fund Fund Utility
Fund
1. Ridgemont Ave.
Street Only 88,915 *134,035 - - - - 222,950
Street, Sewer - - -
Water 151.854 40.122 - 102.724 - - 294.700
2. Creekside - - - -
Circle 93.540 62.360 155.900
/'
3. Tower - - - - -
Street 21.450 21.450
4. Centennial - - - - -
Street 84.850 84.850
5. Pike Lake - - - -
Trail 392.600 30.000 422,600
6. Titus - - - -
Subdivision 74,940 49 960 124,900
7. Pixie Point - - - -
Circle 140,220 93.480 233,700
8. Oak Ridge - - - -
Court Subdvn. 398,340 265.560 663,900
9. Candy Covel 314,560 - - - -
Lakeside Manor 471,840 786,400
10. Fish Point - - - - -
Park 108,600 108,600
11. Memorial Park - - - - -
Restrooms 65,000 65,000
12. CSAH 18 - 60,000 - - - - 60,000
13. CSAH 44 - 550,000 - - - - 550,000
14. CSAH 83 - - 20,000 - 20,000 - 40,000
15. Grainood
Shelter - - - - -
Crossmsr Park 15.000 15,000
TOTAL **1.808,184 **1.516,042 20,000 102,724 71,450 108,600 **3,627,000
429 BOND TOTAL (Assessments and Tax Levv) 3,324,226
429 Bond must be assessed at a minimum of 20% of the bond amount. (1,808,184)/(3,324,226) = 54%
* Includes City assessment for 964 FF adjacent to Ridgemont Avenue.
** The street, sewer, and watermain option for Ridgemont Avenue was used in these to1als.
FEAS-I02.045
-18-
102-045-10
PRELIMINARY REPORT AND ESTIMATE OF COST
FOR THE
CITY OF PRIOR LAKE
ON 1995 PUBLIC IMPROVEMENT PROJECTS
GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER
CURBING, WALKS, STREET PAVING, LIGHTING
LANDSCAPING, RESTROOMS, SHELTER
TRAFFIC CONTROL SIGNAL AND APPURTENANT WORK
I. TYPE OF WORK
The general nature of this improvement project is for the installation of grading, sanitary
sewer, watermain, stOlm sewer, curbing, walks, street paving, lighting, landscaping,
restrooms, traffic conu'ol signal, and appllltenant work on vaIious projects within the city
limits of Prior Lake. The type of work for each project included in the Feasibility Report
is as follows:
AREA 11 - CONSTRUCTION OF RESTROOMS/STORAGE IN MEMORIAL PARK
Construction of restrooms/storage beneath the grandstand in MemoIial Park.
AREA 12 - CSAH 18 FROM CITY LIMITS TO CSAH 42
CSAH 18 from the City limits to CSAH 42 by the construction of storm sewer, utility
crossings, concrete curb and gutter, sidewalk, landscaping and appurtenant work;
AREA 13 - CSAH 44 FROM T.H. 13 TO EAST CITY LIMIT LINE
CSAH 44 from T.H. 13 to east city limit line by the construction of storm sewer, concrete
curb and gutter, sidewalk, trail, lighting, landscaping, traffic control signal and
appurtenant work;
AREA 14 - COUNTY ROAD 83 FROM COUNTY ROAD 82 TO CSAH 42
County Road 83 from County Road 82 to CSAH 42 by the construction of storm sewer,
concrete curb and gutter, u'ail, landscaping, traffic control signal, and appurtenant work;
Page 1
4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 4474230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
AREA 12 - CSAH 18 FROM THE NORTH CITY LIMITS TO CSAH 42
This project is for the improvements associated with the County Road construction in
which approximately 1,900 lineal feet of roadway is in the Prior Lake city limits. City
improvements to be considered are concrete curb and gutter, storm sewer, walks, utility
crossings, and landscaping. Included in this Feasibility Report are the City's participating
costs within the County project.
AREA 13 - CSAH 44 FROM T.H. 13 TO EAST CITY LIMIT LINE
This project is for the improvements associated with the County Road construction in
which approximately 5,400 lineal feet of roadway is in the Prior Lake city limits. City
improvements to be considered are concrete curb and gutter, storm sewer, sidewalk, trail,
lighting, landscaping, and traffic control signal. Included in this Feasibility Report are
the City's participating costs within the County's Project.
AREA 14 - COUNTY ROAD 83 FROM COUNTY ROAD 82 TO CSAH 42
This project is for the improvements associated with the County Road construction in
which 8,000 lineal feet of roadway is in the Prior Lake city limits. City improvements to
be considered are concrete curb and gutter, storm sewer, sidewalk, trail, landscaping, and
traffic control signal. Included in the Feasibility Report are the City's participating costs
within the County's Project.
AREA 15 - CONSTRUCTION OF RESTROOMS/SHELTER IN GRAINWOOD PARK
This project would enhance the Grainwood Crossing Park near the CSAH 21 bridge
crossing of Upper and Lower Prior Lake. Restrooms and shelter would enhance the use
of the park. The cost of the project will be included in the 429 bond issue.
IV. FEASmILITY
From an engineering standpoint, this project is feasible and can be accomplished as
proposed and not in conjunction with any other project.
v. ESTIMATED COST
The following costs were prepared based upon an Engineer's Estimate and are subject to
change depending on the final design of the project, bids received, and actual work
performed. The method of assessment and rate will be determined at the Assessment
Hearing.
The estimated project cost for each project IS for the installation of associated
improvements and includes indirect project costs.
Page 3
The City's cost would be for 4000 lineal feet of bituminous trail from CSAH 42 to Sioux
Trail which is estimated to be $40,000.00 in which $20,000.00 of the cost is proposed to
be tax levy and $20,000.00 from Capital Park Fund.
AREA 15 - CONSTRUCTION OF RESTROOMS/SHELTER IN GRAINWOOD PARK
Restrooms/shelter construction in Grainwood Crossing Park:
PROJECT COST
(Includes 30% Indirect Costs)
$15,000.00
Project Areas 11 through 15 will be included in the 429 bond issue but will not be
assessed.
These projects have general overall City benefit and are paid by ad valorem tax levy.
I hereby certify that this plan, specification, or report was prepared by me or under my direct
supervision and that I am a duly Registered Professional Engineer under the laws of the State
Date: November 14, 1994
9511 FR. WlIT
Page 5
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