HomeMy WebLinkAbout5.B.2. 2009 Bituminous Overlay Project No. 2009-3-Res. No. 6866
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CITY OF SHAKO PEE
Memorandum
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TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Jeff Weyandt, Assistant City Engineer
SUBJECT: 2009 Bituminous Overlay, Project No. 2009-3
DATE: January 6, 2009
INTRODUCTION:
Attached is Resolution No. 6866, a resolution receiving a report and calling for a hearing
on the 2009 Bituminous Overlay Project, Project No. 2009-3.
BACKGROUND:
On October 21, 2008 the City Council ordered the preparation of a feasibility report to
analyze a bituminous overlay of various streets throughout the City by Resolution No.
6827.
The purpose of the feasibility report is to evaluate the existing infrastructure (streets,
utilities,. drainage) and make recommendations for any improvements that are needed.
The feasibility report also addresses the estimated costs for the improvements and the
proposed assessments that result from the project being constructed. The attached
resolution sets a public hearing for this project on February 17, 2009. The approval of
Resolution No. 6866 does not order the project nor does it commit the Council to
constructing any improvements. The intent of this resolution is to receive the feasibility
report and set the public hearing date. The public hearing will allow the property owners
adjacent to the project area and the general public the opportunity to address the City
Council on this project.
Staff will make a full presentation at the February 17, 2009 public hearing on the
feasibility report to the public and the City Council.
ALTERNATIVES:
1. Adopt Resolution No. 6866. This action will receive the feasibility report and set
the date for the public hearing for February 17,2009.
2. Deny Resolution No. 6866. This action will halt the project until such time that
City Council reconsiders the resolution.
3. Move to receive the feasibility report but do not set a date for the public hearing at
this time. This action will place the project on hold until such time as the City
Council sets a date for the public hearing.
4. Table Resolution No. 6866 to allow time for staff to prepare additional
information and/or revise the feasibility report as directed by the City Council.
RECOMMENDATION:
Offer Resolution No. 6866, A Resolution Receiving a Report and Calling a Hearing for
the 2009 Bituminous Overlay, Project No. 2009-3 and move its adoption.
ACTION REOUESTED:
Offer Resolution No. 6866, A Resolution Receiving a Report and Calling a Hearing for
the 2009 Bituminous Overlay, Project No. 2009-3 and move its adoption.
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Jeff Weyandt, P.E.
Assistant City Engineer
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ENGR/2009-PROJECTS/2009BlTUMINOUSOVERLAYIWORDIMEM-6866-RECEIVE-REPORT-CALLING-HEARING
RESOLUTION NO. 6866
A Resolution Receiving A Report
And Calling A Hearing For The
2009 Bituminous Overlay Project
Project No. 2009-3
WHEREAS, pursuant to Resolution No. 6827 of the City Council adopted October 21,
2008, a report has been prepared by the City Engineer, with reference to the 2009 Bituminous
Overlay Project, Project No. 2009-3, and this report was received by the Council on January 20,
2009.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF SHAKOPEE, MINNESOTA:
1. The Council will consider the 2009 Bituminous Overlay Project and all appurtenant
work in accordance with the report and the assessment of abutting and benefited property for all or
a portion of the cost of the improvements pursuant to Minnesota Statutes Chapter 429 at an
estimated total cost of the improvement for the 2009 Bituminous Overlay of$1,038,948.00.
2. A public hearing shall be held on such proposed improvements on the 17th day of
February, 2009, at 7:00 P.M. or thereafter, in the Council Chambers of City Hall, at 129 South
Holmes Street, Shakopee, Minnesota, and the Clerk shall give mailed and published notice of such
hearing and improvement as required by law.
3. The work of this project is hereby designated as part ofthe 2009-3 Public Improvement
Project.
Adopted in session of the City Council of the City of Shako pee,
Minnesota, held this day of ,2009.
Mayor of the City of Shakopee
ATTEST:
City Clerk
ENGR/2009-PROJECTS/2009BITUMlNOUS-OVERLAYIWORDIRES-6866-RECEIVE-REPORT-CAILlNG-HEARlNG
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JANUARY, 2009
I lFeasib6DDffy Reporrlf
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SHAKOPEE
:1 COZVUvlUNITY PRIDE SINCE 1857
I 2009 Bituminous Overlay
I . Shenandoah Drive
. 4th Avenue
I . 13th Avenue I
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. Stagecoach Road I
I . Boiling Springs Lane I
I Street Improvements and Appurtenant Work I
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I FEASIBILITY REPORT
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I 2009 BITUMINOUS OVERLAY
I City Project Number 2009-3
I January, 2009
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I SHAKOPEE
COMMUNITY PRIoo SINcE 1857
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I Prepared By:
I City of Shako pee
Engineering Department
129 South Holmes Street
I Shakopee,AflV 55379
(952) 233-9369
I (952) 233-3803 (Fax)
I Feasibility Report
2009 Bituminous Overlay
City of Shakopee, MN
I City Project No: 2009-3
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I FEASmILITY REPORT
I FOR
I 2009 Bituminous Overlay
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I City Project No. 2009-3
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I I hereby certify that this plan, specification, or report was prepared by me or under my
direct supervision and that I am a duly licensed Professional Engineer under the laws
of the State of Minnesota.
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I Date i /1'-//0,\ License No. 41342
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I Feasibility Report
2009 Bituminous Overlay
City of Shakopee, MN
I City Project No: 2009-3
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I TABLE OF CONTENTS
I Description Paee No.
Introduction 1
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I Scope 1
I Background 1
I Proposed Improvements 2
I Special Assessments 3
I Estimated Costs 4
I Funding Sources 4
I Conclusion 4
I Appendix
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I Feasibility Report
2009 Bituminous Overlay
City of Shakopee, MN
I City Project No: 2009-3
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I 1. INTRODUCTION
I On October 21, 2008 the City Council ordered the preparation of a feasibility
report to analyze an potential bituminous overlay of Boiling Springs Lane, from
I Stagecoach Road to 900 Feet North of Preserve Trail; Stagecoach Road, from
Preserve Trail to 600 Feet South of 13th Avenue; 13th Avenue, from Stagecoach
Road to the City Limits; 4th Avenue, from Shenandoah Drive to the Certain-Teed
I property; and Shenandoah Drive by Resolution No. 6827.
This project is included in the City's 2009 Capital Improvement Program.
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2. SCOPE
I This report will determine the feasibility of a bituminous overlay, and any
necessary improvements to existing concrete curb & gutter and utilities. The
I project has been separated into two project areas due to their location and nature
of the improvements. Area "A" is Stagecoach Road, from Preserve Trail to 600
Feet South of 13th Avenue; 13th Avenue, from Stagecoach Road to the City Limits;
I 4th Avenue, from Shenandoah Drive to the Certain-Teed property; and Shenandoah
Drive. Area "B" is Boiling Springs Lane from Stagecoach to 900 Feet North of
Preserve Trail. The report will also determine the cost effectiveness of the
I proposed improvements, provide a cost apportionment, preliminary cost estimate
and a preliminary assessment roll.
I 3. BACKGROUND
I The streets located within Area "A" were originally constructed between 1982
and 1987, which included bituminous pavement with aggregate shoulders with the
I exception of 13th Avenue, which includes concrete curb & gutter. Stagecoach
Road was formally a County road which may have been gravel for some time.
I The residential streets located within Area "B" were originally constructed in
1983, which included bituminous pavement with aggregate shoulders.
I Area "A" has numerous zoning uses which include RR, RIB, B1, CC, II, 12, and
MR. Area "B" is zoned RR.
I Streets in Area "A & B" have received routine maintenance which may have
included crack sealing, seal coating, patching, and aggregate shouldering material.
Due to a combination of increased traffic, wear and age, the bituminous surfaces
I in both areas have deteriorated and are in need of resurfacing.
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Feasibility Report Page 1 of4
I 2009 Bituminous Overlay, Project No, 2009-3
City of Shakopee
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I 4. PROPOSED IMPROVEMENTS
I 4.1 Street
I The proposed street improvements are identified in Drawings No.1 to 4 in
the Appendix.
I The proposed street improvements in Area "A" will consist of patching
areas of sub-grade instability, edge milling of the existing pavement near
the curb on 13th Avenue, placement of a 2-inch to a 2-1/2 inch bituminous
I overlay over the existing pavement, and placement of aggregate
shouldering material.
I The proposed street improvements in Area "B" will consist of reclaiming
the existing pavement, correcting areas with sub-grade instability, removal
of a portion of the cul-de-sac remnant, placement of a 2-1/2-inch
I bituminous pavement layer and placement of aggregate shouldering
material.
I The purpose of this project is to resurface the roadway to extend its life,
provide a smoother driving surface and to reduce yearly maintenance costs
by reducing the amount of patching and crack sealing that is needed on a
I yearly basis. Due to the amount of traffic on some of these roads and their
condition, it can be expected to see cracking of the surface (reflective
I cracking) after the first freeze-thaw cycle. Overlaying the roadways now
will delay the expense and inconvenience of a complete reconstruction.
I The total estimated project cost for the proposed street improvements is
$1.038.948. An itemized cost estimate is included in the Appendix.
I 4.2 Sanitary Sewer
I Most properties in this project area are served with Individual Onsite
Sewage Treatment Systems (septic systems). These systems are not
located within the roadway right of way and any maintenance and repairs
I are the responsibility of the property owner. It is anticipated that municipal
sanitary sewer will be made available to these properties in the future. At
that time the property owners can petition the City for municipal sewer
I and water service. When utilities are extended to this area, the streets will
be completely reconstructed to the current City standard street design.
The sanitary sewer was televised and evaluated prior to writing this report
I and there are no proposed improvements to the existing sanitary sewer.
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Feasibility Report Page 2 of 4
I 2009 Bituminous Overlay, Project No. 2009-3
City of Shakopee
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I 4.3 Storm Sewer
I The existing culverts will be evaluated in the rural areas and replaced if
necessary as part of this project. The City's Public Works Department will
I evaluate the storm sewer structures and will make necessary repairs prior
to the overlay.
I 4.4 Watermain
Most properties in this project area are served with individual wells which
I are the responsibility of the property owner. Shakopee Public Utilities will
evaluate the water system where present and will make necessary repairs
prior to the overlay.
I 4.5 Easements
I It is not anticipated that easement acquisition will be required for this
project.
I 5. SPECIAL ASSESSMENTS
I 30% of the project costs for the street improvements are proposed to be assessed
to the benefiting properties adjacent to the proposed improvements.
I Properties adjacent to the improvements in Area "A" will be assessed on a front
footage basis. Properties adjacent to the improvements in Area "B" will be
I assessed on a unit basis. The remaining costs associated with the proposed street
improvements, will be paid with Tax Levy Funds, and State Aid Funds.
I The estimated assessment rate is $12.34 per front foot in Area "A" and $2.300.07
per unit in Area "B". A preliminary assessment roll is included in the Appendix.
Actual assessments will be based on the fInal project costs. Final assessments
I could range from $9.00 to $14.00 per front foot and $1,900 to $2,400 per unit
depending on actual 2009 bid prices for bituminous.
I It is proposed to cap the assessments for properties zoned Rural Residential (RR)
with less than 300 feet of front footage at a maximum front footage of 100 feet.
100 feet is the smallest residential lot width in the project area. Not capping
I assessments would result in residential property in the overlay area receiving a
higher assessment than the Boiling Springs area, which is receiving a bituminous
reclamation. There is one rural residential lot in Area "A" that has 972 feet of
I front footage. Most likely this lot will be subdivided in the future. It is proposed
to cap the assessable front footage of this lot at 600 feet. Capping the assessable
front footage, as proposed using the current cost estimate, would result in an
I additional City cost of $19,398.48. The City will also pay an estimated
Feasibility Report Page 3 of 4
I 2009 Bituminous Overlay, Project No, 2009-3
City of Shakopee
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I $28,011.80 for the north side of 13th Avenue, which is adjacent to Trunk Highway
I 169 right-of-way. As a result, approximately 25.5% of the total project costs will
be assessed.
I Properties proposed to be assessed are identified on Drawings No. 5-9 in the
Appendix.
I 6. ESTIMATED COSTS
Itemized cost estimates are included in the Appendix. The following costs were
I prepared using 2008 construction costs. Due to the volatility of oil prices,
bituminous prices in 2008 ranged from $49 to $75 per ton. This report used $70
per ton based on some recently bid 2009 projects in the Metro area. The
I bituminous portion of these projects makes up approximately 85% of the total
construction cost. All these estimated costs are subject to change, depending on
the final design of the project, bids received and actual work performed. A
I summary of the estimated construction costs plus a 5% contingency and
engineering and administration costs for the project are as follows:
I (Numbers are rounded
to the nearest dollar)
I AREA "A"
Street Improvements $ 847,275
I AREA "B"
Street Improvements $ 191.673
I Total Project Cost $ 1,038,948
I 7. FUNDING SOURCES
I A summary of the estimated funding apportionment is as follows:
Assessments $ 264,555
I State Aid fund $ 546,393
Tax: Levy $ 228.000
I Total Funding $ 1,038,948
I 8. CONCLUSION
From an engineering standpoint, the proposed improvements are feasible, cost
I effective and necessary for the preservation of the existing infrastructure.
Feasibility Report Page 4 of 4
I 2009 Bituminous Overlay, Project No. 2009-3
City of Shakopee
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I APPENDIX
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2009 BITUMINOUS OVERLAY DATE: DECEMBER 2009 DRAWING No, I
AREA A &B DRAWN BY: JTE 0 1500 3000 1 I
PROJECT LOCATION MAP ~-...- I
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I Area "A" - Shenandoah Drive PROPERTY TO 1
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PRELIMINARY COST ESTIMATE
I 2009 BITUMINOUS OVERLAY BOILING SPRINGS LANE - AREA B
CITY OF SHAKO PEE PROJECT NO. 2009-03
ESTIMATED UNIT EXTENDED
I ITEM # DESCRIPTION QUANTITY UNITS PRICE TOTAL
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1 MOBILIZATION 1 L.S. $ 5,000.00 $ 5,000,00
I 2 TRAFFIC CONTROL 1 L.S, $ 1,000.00 $ 1,000,00
3 BITUMINOUS PAVEMENT RECLAMATION 10,300 S.Y, $ 1.50 $ 15,450.00
4 COMMON EXCAVATION 130 C.Y, $ 15.00 $ 1,950,00
5 SUBGRADE PREPARATION 9,650 S.Y. $ 0.50 $ 4,825,00
I 6 TYPE MV 4 WEAR MIXTURE (B) 1,675 TON $ 70.00 $ 117,250.00
7 AGGREGATE CLASS 5 (100% CRUSHED LIMESTONE) 50 TON $ 18.00 $ 900.00
8 AGGREGATE SHOULDERING CLASS 2 160 TON $ 21,00 $ 3,360,00
I 9 SODDING TYPE LAWN W/6" TOPSOIL 1 500 S,Y. $ 6,00 $ 9,000.00
Sub Total $ 158,735.00
5% Contingency $ 7,937,00
I Total Estimated Construction Costs $ 166,672.00
15% Engineering and Administration $ 25,001.00
TOTAL STREET IMPROVEMENTS $ 191,673.00
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