HomeMy WebLinkAbout4.C.1. Accept a preliminary engineering report from WSB, Inc. for 4th Avenue and Shenandoah Drive Improvements Project 2015-7, Res. No. 7661 Consent Business 4. C. 1.
SHAKOPEE
TO: Mayor and City Council
FROM: Bruce Loney, Public Works Director
DATE: 12/15/2015
SUBJECT: Accept a Preliminary Engineering Report from WSB, Inc. for 4th
Avenue and Shenandoah Drive Improvements Project 2015-7 - Res.
7661 (E)
Action Sought
Adopt Resolution No. 7661, a resolution receiving a Preliminary Engineering report
and calling for a public hearing on the 4th Avenue & Shenandoah Drive
Improvements Project 2015-7.
Background
On July 21, 2015, the City Council approved an extension agreement with WSB &
Associates, Inc. to prepare a Preliminary Engineering Report for 4th Avenue from
Shenandoah Drive to CR 83 and Shenandoah Drive from 4th Avenue to CR 101
Improvements. This report has been completed and is attached for Council review.
The purpose of the report is to evaluate the existing infrastructure (streets, utilities,
drainage) and make recommendations for any improvements that are needed. The
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 date for the public hearing for this project for January
19, 2016. The approval of Resolution No. 7661 does not order the project nor does
it commit the Council to constructing any improvements. The intent of this
resolution is to accept the 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 January 19, 2016 public hearing on the
report to the public and the City Council.
Recommendation
Offer Resolution No. 7661, A Resolution Receiving a Report and Calling a Hearing
for the 4th Avenue & Shenandoah Drive Improvements Project, Project No. 2015-7
and move its adoption.
Budget Impact
If the project is approved, it will be funded by the Tax Increment Financing (TIF)
from Amazon, Storm sewer fund, Sanitary sewer fund, Special assessments,
Shakopee Public Utilities and the Capital Improvement Fund.
Relationship to Vision
This supports Goal E: Deliver effective and efficient public services by a staff of
well-trained, caring and professional employees.
Requested Action
Adopt Resolution No. 7661, a resolution receiving a Preliminary Engineering report
and calling for a public hearing on the 4th Avenue & Shenandoah Drive
Improvements Project 2015-7.
Attachments: Res. No. 7661
Preliminary Engineering Report
RESOLUTION NO. 7661
A Resolution Receiving A Report
And Calling A Hearing For The
4th Avenue & Shenandoah Drive Improvements Project
Project No. 2015-7
WHEREAS, pursuant to an Extension Agreement with WSB & Associates, Inc., as
approved by the City Council adopted July 21, 2015, a report has been prepared by WSB &
Associates, Inc., with reference to the 4th Avenue & Shenandoah Drive Improvements, Project No.
2015-7, and this report was received by the Council on December 15, 2015.
NOW, THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF SHAKOPEE,MINNESOTA:
1. The Council will consider the 4th Avenue & Shenandoah Drive Improvements 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 4th Avenue and Shenandoah Drive
Reconstruction of$2,755,587.78.
2. A public hearing shall be held on such proposed improvements on the 19th day of
January, 2016, 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 of the 2015-7 Public Improvement
Project.
4. The City Council shall let the contract for all or part of the improvements as authorized
by Minnesota Statutes 429.041,no later than three years from the date of adoption of this resolution.
Adopted in session of the City Council of the City of Shakopee,
Minnesota,held this day of , 2015.
Mayor of the City of Shakopee
ATTEST:
City Clerk
ENGR/2016PROJECCS/4thAV ENUE/WORD/RES 7661-RECEI V E-REPORT-CALLING-HEARING
SHAKOPE E
City of Shakopee
129 Holmes Street South •Shakopee, Minnesota 55379
FEASIBILITY
VT t4U...,400,1,1040141,1W~ftp izZst
Report
December 10, 2015
4th Avenue and
Shenandoah Drive
r ,
osionoit
Improvements
City of Shakopee
Scott County, Minnesota
WSB Project No. 01811-510
701 Xenia Avenue South,Suite 300
Minneapolis,MN 55416
WSB Tel:(763)541-4800 • Fax:(763)541-1700
�.a,,x,„a.r i, wsbeng.com
FEASIBILITY REPORT
4TH AVENUE AND SHENANDOAH DRIVE IMPROVEMENTS
FOR THE
CITY OF SHAKOPEE, MINNESOTA
December 10, 2015
Prepared By:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
763-541-4800
763-541-1700 (Fax)
Feasibility Report
4th Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51
CERTIFICATION
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.
V
Tom Voll, PE
Date: December 10, 2015 License No. 43412
Feasibility Report
4th Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51
TABLE OF CONTENTS
TITLE SHEET
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY 3
2. INTRODUCTION 4
2.1 Authorization 4
2.2 Project Overview 4
2.3 Scope 4
3. BACKGROUND 5
4. EXISTING CONDITIONS 5
5. DESIGN OPTIONS 5
5.1 Street 7
5.2 Sidewalks and Trails 7
5.3 Storm Sewer 8
5.4 Water Main 8
5.5 Sanitary Sewer 8
5.6 Street Lighting 9
5.7 Easements and Right-of-Way Acquisitions 9
5.8 Relocation of Overhead Power Lines 9
5.9 Railroad Crossing Improvements 10
SPECIAL ASSESMENTS 10
6.1 Street 10
6.2 Storm Sewer 10
6.3 Water Main 10
6.4 Sanitary Sewer 10
7. PROJECT COSTS AND FINANCING 11
7.1 Estimated Costs 11
7.2 Funding Sources 11
8. PROJECT SCHEDULE 12
10. CONCLUSIONS AND RECOMMENDATIONS 13
APPENDIX 14
Figure 1: Shenandoah Drive Layout
Figure 2: Option 1 Layout
Figure 3: Option 2 Layout
Figure 4: Future County Improvements to CSAH 83 and CSAH 101
Cost Estimates and Assessment Rolls: Option 1 and Option 2
Feasibility Report
40 Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 2
1. EXECUTIVE SUMMARY
The intent of this section is to highlight the important issues of this project. More detailed
information is contained in the body of the report.
On July 21, 2015, the City of Shakopee retained the services of WSB & Associates to prepare a
preliminary engineering report to analyze the reconstruction of the following streets:
• 4th Avenue from Shenandoah Drive to CSAH 83 (Canterbury Road)
• Shenandoah Drive from 4th Avenue to CSAH 101
The proposed improvements consist of reconstructing 4th Avenue, trail and/or sidewalk
improvements and the reclamation of Shenandoah Drive.
Two options for improvements to 4th Avenue are proposed:
1. Option 1 consists of reconstructing 4th Avenue to an urban section with curb and gutter,
trail along the north side and sidewalk along the south side. The estimated costs for the
proposed improvements for Option 1 are $4,561,580.
2. Option 2 consists of reclaiming both 4th Avenue and Shenandoah Drive and changing 4th
Ave to a 3-lane rural section with a trail along the north side. The estimated costs for the
proposed improvements for Option 2 are $2,755,590.
The project proposed funding sources are as follows:
Option 1
Tax Increment Financing(TIF) $2,319,076.00
Capital Improvement Fund $ 650,738.92
Storm Sewer Fund $1,168,938.38
Shakopee Public Utilities Commission(Water Main) $ 97,968.75
Sanitary Sewer Fund $ 16,156.25
Assessments (30%of street improvements) $ 286,370.70
Sanitary&Water Sewer Service(new)Assessments $ 22,330.00
TOTAL $4,561,579.00
Option 2
Tax Increment Financing(TIF) $2,319,076.00
Capital Improvement Fund $ 0
Storm Sewer Fund $ 51,068.74
Shakopee Public Utilities Commission(Water Main) $ 94,050.00
Sanitary Sewer Fund $ 15,510.00
Assessments (30%of street improvements) $ 254,446.24
Sanitary&Water Sewer Service(new)Assessments $ 21,436.80
TOTAL $2,755,587.78
WSB and City Staff recommend Option 2, due to significantly lower construction costs, reduced
impacts to existing utilities and properties, shorter construction duration and meets the increased
demands of corridor's transportation and pedestrian needs. Please see the Recommendations
Section for additional discussion and details.
Feasibility Report
4i8 Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 3
2. INTRODUCTION
2.1 Authorization
This feasibility report was authorized by the City Council of Shakopee at its July 21, 2015
meeting.
2.2 Project Overview
The City of Shakopee has identified the need for professional engineering services for the design
and construction of improvements and related geometric modifications to 4th Avenue between
Shenandoah Drive and CSAH 83, as well as Shenandoah Drive between 4th Avenue and CSAH
101.
Currently 4th Avenue is a two-lane rural section roadway,which is proposed to be reconstructed
to either a three-lane urban section or a three-lane rural section roadway. This need has been
identified due to development in the area and the addition of the Fulfillment Center distribution
site. An 8 foot trail along the north side and a 5 foot sidewalk along the south side were also
studied as part of this report. Shenandoah Drive is currently a four-lane rural section and will be
reclaimed from 4th Avenue north to CSAH 101, as part of the project improvements.
As part of the preliminary design,project improvements at the intersections of 4th Avenue and
CSAH 83 and Shenandoah Drive and CSAH 101 were designed to fit the future geometric
improvements being proposed by Scott County. In addition railroad crossing improvements were
considered at the Shenandoah Drive railroad crossing near the CSAH 101 intersection.
The purpose of this project is to develop improvements that will:
• Relieve congestion and improve safety
• Reconstruct the existing pavements to handle the increased area traffic
• Maintain/improve access to local businesses
• Improve pedestrian mobility and safety
• Minimize impacts to adjacent properties and utilities
• Minimize the duration of construction to meet area development needs
2.3 Scope
The scope of this feasibility report includes the construction of roadway pavement
improvements, geometric layout options, drainage and utility improvements, and pedestrian
improvements for the following:
• 4th Avenue widening to a 3-lane roadway—starting at the intersection of Shenandoah
Drive, extending to the east and ending at the intersection of CSAH 83.
• Reclamation of Shenandoah Drive—starting at the intersection of 4th Avenue, extending
to the north and ending at the intersection of CSAH 101. Railroad crossing improvements
are proposed at the Shenandoah Drive railroad crossing near the CSAH 101 intersection.
Figure I in the Appendix illustrates these proposed improvements.
All proposed pedestrian facilities within the project limits will be designed in accordance with
Feasibility Report
4'"Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 4
current ADA Accessibility Guidelines. The proposed railroad crossing improvements will be
designed in accordance with Union Pacific's standards and requirements.
The feasibility report as presented herein discusses the current and future operating conditions of
the roadway and intersection, offers two design options, and addresses the estimated costs for
each alternative.
3. BACKGROUND
4th Avenue was originally a part of the County Road system. It became a City street
subsequent to the completion of County Road 17 in about 1974. Sanitary sewer, water
main and storm sewer exist within the project limits and are determined to be in good
condition. The existing pavement on 4th Avenue and Shenandoah Drive are at a point
where it requires more than normal maintenance. There are transverse and longitudinal
cracks, areas of patching and these streets have been on the Capital Improvement Plan for
several years. It is anticipated that increased commercial development in the area will
also contribute to further pavement deterioration and now is the time recommended for
roadway improvements. The Fulfillment Center development has committed$2.3 million
in Tax Increment Financing(TIF)money to assist in the proposed roadway
improvements.
4. EXISTING CONDITIONS
4th Avenue is a two-lane rural section roadway that is 28-feet wide,with 6 to 8-foot wide
gravel and/or bituminous shoulders. Shenandoah Drive is a rural section road that is 48-
feet wide with 4 lanes. There is no main line storm sewer on either street and drainage is
provided via road side ditches with culverts at driveways. There have been ponding
improvements made with the past industrial park developments that have been designed
with excess capacity. The water main is 12-inch and runs along the north side of 4th
Avenue. With the Fulfillment Center development a 12-inch water main was extended
along Shenandoah Drive and will connect to a main to the west by SPUC's site. Sanitary
sewer extends along the east and west halves of 4th Avenue and provides sufficient
service to the surrounding properties.
There is currently a five foot sidewalk along the parcel at the southeast corner of 4th
Avenue and Shenandoah Drive. With construction of the new Fulfillment Center
distribution site, an 8-foot path was installed to the north of their property line along the
east side of Shenandoah Drive and stops short of the existing railroad crossing. No other
sidewalk or path exists along the project.
5. DESIGN OPTIONS
There are two options that were studied for this report.
Option 1:
Option 1 consists of reconstructing 4th Avenue to a 3-lane urban section with curb and
gutter,trail along the north side and sidewalk along the south side. Option 1 is shown in
Feasibility Report
46 Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 5
Figure 2 in the Appendix. This option proposes shifting the centerline alignment of 4th
Avenue approximately 5 to 6-feet south so that the proposed south sidewalk edge is in
line with the existing south right-of-way. Shifting the roadway allows the existing 12-
inch trunk water main that runs along the north side of the existing roadway edge to
remain in place. This would save an estimated$853,500 in water main relocation costs.
This option also avoids requiring lowering of the water main due to profile grade changes
required from switching the roadway to an urban section since the water main can remain
in the proposed boulevard with sufficient cover. Also,with the urban section, storm
sewer would be required to be placed where the current water main exists. By keeping
the road as far south in the right-of-way as possible conflicts with the street storm sewer
can be avoided.
As part of the preliminary design,project costs were also considered for an urban section
similar to the above option,but keeping the proposed centerline where the existing
centerline is located. This alignment would result in the north curb line to fall on top of
the existing water main. With this considered option it is was also proposed to lower the
profile grade to reduce grading costs and in some areas would not provide the desired
7.5-feet of cover over the water main.Numerous conflicts with curb line catch basin
structures will occur with the existing water main. Therefore,the water main would
require relocation north and installed within the boulevard. Due to the shallow bedrock in
the area it is anticipated that rock excavation would also be required to relocate this water
main,which greatly increases project costs. Due to the high costs and extended
construction schedule necessary to complete the water main replacement and grading,
this option was dropped for further consideration by City staff and as recommended by
WSB.
Option 2:
Option 2 consists of reclaiming both 4th Avenue and Shenandoah Drive and changing 4th
Avenue to a 46-foot wide, 3-lane rural section with a trail along the north side. Proposed
Option 2 is shown in Figure 3 in the Appendix. This option was considered for several
reasons listed below:
1. The existing roadway width including the gravel/bituminous shoulders is
approximately 48-feet wide. The proposed 3-lane rural section will fit within
these existing limits and would require minimal grading.
2. Reclaiming and re-using the existing bituminous asphalt pavement reduces costs
and can be installed at the same profile grade elevations. This eliminates the need
for cut and fill grading associated with the urban section option and allows for
continued vehicle traffic use and access during construction.
3. There is no curb and gutter, or 5-foot wide sidewalk proposed, thus reducing
project costs and construction schedule along with necessary easement
acquisitions.
4. The proposed trail will fit more easily within the existing right-of-way reducing
potential property acquisition costs.
5. This option also allows for constructing the trail with the roadway or at a future
date giving the City flexibility in reducing the project construction time and also
allowing for more time to acquire additional easements necessary to install the
trail.
6. This option allows for many of the private utilities to remain in place, especially
along the south boulevard which reduces the project construction schedule
Feasibility Report
4th Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 6
necessary to require these utilities to relocate.
7. A rural section roadway can be completed much quicker than an urban section
with very minor to no storm sewer improvements.
8. The Fulfillment Center has indicated they are scheduled to open in the summer of
2016 and with the anticipated traffic generated by this site and a short
construction timeline for the 4th Avenue and Shenandoah Dive improvements is
desirable.
The other proposed project improvements are as follows:
5.1 Street
4th Avenue is proposed to be reconstructed to either a 3-lane urban section or rural section
roadway with. Shenandoah Drive is proposed to be reclaimed at its current width of 48-
feet.
4th Avenue is currently designated as a State Aid street and is proposed to be built to State
Aid Standards if State Aid Funds are utilized now or in the future. 4th Avenue is
considered a local collector, as this street serves as a connector street between County
State Aid Highway(CSAH) 17 and CSAH 83. It is proposed to have"no parking"and
be constructed to 9-ton vehicle weight design as a three lane roadway to meet the City's
Transportation Plan. The existing posted speed limit on 4th Avenue is 50 mph,but no
official speed study was found to have been completed by the State. The proposed posted
speed limit on 4th Avenue is recommended to be 40 mph. This recommendation is based
on the anticipated traffic volumes, increased development along the corridor, clear zone
requirements and the proposed addition of new pedestrian facilities along the corridor.
Shenandoah Drive is proposed to be reclaimed at its current width of 48-feet as 9-ton
design vehicle weight design. The existing posted and proposed speed limit on
Shenandoah Drive is 30 mph.
The County is proposing future improvements to 4th Avenue and County Road 83
intersection and the Shenandoah Drive and CSAH 101 Intersection. These future
improvements are shown in Figure 4 in the Appendix. The City's proposed project will
be designed with consideration to the County's future projects.
The total estimated cost for the street improvements are:
Option 1 with Shenandoah Drive- $2,829,316.87
Option 2 with Shenandoah Drive- $2,349,154.50
5.2 Sidewalks and Trails
For Option 1, it is proposed to have an 8-foot path along the north side of 4th Avenue
connecting it to the path along Shenandoah Drive. It's also proposed to continue the
existing 5-foot sidewalk, along the south side of 4th Avenue, east to CSAH 83. Both the
sidewalk and path are proposed with an 8-foot boulevard.
For Option 2, it is proposed to have an 8-foot path along the north side of 4th Avenue
connecting it to the path along Shenandoah Drive. With this option the path is proposed
Feasibility Report
4'"Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 7
with an 8-foot boulevard.
Per City Policy, new sidewalk and bituminous trail are proposed to be paid by the City.
However,the trail along Fulfillment Center's property was not constructed due to the
potential grading associated with the City's 4 Avenue improvements, so they have
elected to pay $12,000 for that segment of walk when the City project commences. The
trail along their property was a requirement with the site development plans.
The total estimated cost for the sidewalk and trail improvements for Option 1 are
$372,556.25.
The total estimated cost for the trail improvements for Option 2 are$130,059.60.
5.3 Storm Sewer
The proposed storm sewer system is identified in Options 1 and 2 in the Appendix
Figures and Preliminary Schedule Cost Estimates. For Option 1 the improvements
consist of new structures and piping along the 4th Avenue corridor. Curb and gutter costs
are also included in the storm sewer costs since this is considered part of the urban street
sections drainage system.
Option 2 will require few to no modifications to the corridor's drainage infrastructure
other than driveway culvert replacements along the north side necessary for the proposed
trail construction.
Storm water quality and rate control ponding requirements for the project are anticipated
to be met by the oversized ponds constructed on the south east industrial park sites.
The total estimated cost for the storm sewer improvements are:
Option 1: $1,168,938.38
Option 2: $93,236.88
5.4 Water Main
No proposed major water main improvements or repairs are anticipated with this project.
Some costs were included for minor repairs. With this project minor adjustments to gate
valve boxes and hydrant relocation will be required. Two parcels along the south side of
4th Avenue have requested water service be extended to their property line. These service
costs would be paid for by the property owner.
The total estimated project cost for the proposed water main improvements are:
Option 1: $97,968.75
Option 2: $94,050.00
5.5 Sanitary Sewer
No proposed sanitary sewer main improvements or repairs are anticipated with this
project. Some costs for minor repairs to the sewer main were included as contingency.
With this project minor adjustments to sanitary sewer manhole castings will be required.
Feasibility Report
4'°Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 8
Two parcels along the south side of 4th Avenue have requested sewer service be extended
to their property line. These service costs would be paid for by the property owner.
The total estimated project cost for the sanitary sewer costs are:
Option 1: $16,156.25.
Option 2: $15,510.00.
5.6 Street Lighting
Street lights are proposed on 4th Avenue, as necessary,to meet the City's Street Lighting
Policy. Street lights installed as part of reconstructing existing streets will be included in
the overall project costs and included in the assessment calculations.
The total estimated project cost for the street lighting costs are:
Option 1: $177,375.00
Option 2: $170,280.00
5.7 Easements and Right-of-Way Acquisitions
Right-of-way acquisition costs for oversizing 4th Avenue to City collector standards are
typically included as a project cost. Additional right-of-way easements are needed for the
street, trail and/or sidewalk improvements. Parcels that are anticipated to require
additional right-of-way are shown in Figures 2 and 3 in the Appendix. These costs were
estimated for this project,but will be determined in final design through a property
appraisal process.
The total estimated cost for the easements are:
Option 1: $170,000
Option 2: $55,000
5.8 Relocation of Overhead Power Lines
With Option 1,the overhead power lines that exist along 4th Avenue and Shenandoah
Drive will likely require relocation on the south side of 4th Avenue due to the sidewalk
construction. These lines are owned by SPUC and the west portion of these were already
relocated underground with the recent industrial site development. Xcel's lines on the
northeast half of the project are not anticipated to be impacted with either proposed
improvement option.
City ordinance on right-of-way management allows the City the right to require the
existing overhead lines upon relocation to be placed underground. The placement of
power lines underground may result in property owners converting their service line from
overhead to underground. The additional costs are not included in the project costs,but
identified as a potential cost for property owners due to this project.
Other private utilities such as gas, cable television and communication lines exist in the
project corridor. These lines may require relocation due to the proposed improvements
and Option 1 has significantly more potential utility impacts than Option 2. The impact
and extent of these relocations will be determined in final design. The costs for
relocation will be the responsibility of the utility owner.
Feasibility Report
4'"Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 9
5.9 Railroad Crossing Improvements
Shenandoah Drive currently has a crossing with the Union Pacific Railroad for its 48-
foot width of roadway. The City is considering a wider width with a 4-foot wide median.
The purpose of the median is for safety and prevents vehicles from driving around the
railroad crossing stop gates. The City is proposing trail crossing on the east side with a
new concrete trail crossing,pavement markings and advance warning signs. Typically,
these costs have been paid by the City in past street crossings. We have included costs
for the median and trail improvements with this report.
The total estimated project cost for these improvements are:
Option 1: $54,312.50
Option 2: $52,140.00
SPECIAL ASSESMENTS
A preliminary assessment roll is included in the Appendix. Actual Assessments will be
based on the final project costs and apportionments.
6.1 Street
4th Avenue was recently overlaid from Shenandoah Drive to 2,080 feet east. Since these
properties were previously assessed for this work they are not proposed to be assessed
with this project. The properties to the east of this line are proposed to be assessed 30%
of the street reconstruction costs to those properties abutting the project limits based on
front footage. Sidewalk and trail improvements are not included in these assessments.
6.2 Storm Sewer
The General Storm Sewer Fund will fund 100% of the storm sewer improvements. Curb
and gutter is considered part of the storm drainage system it will be paid for under this
fund.
6.3 Water Main
Shakopee Public Utilities will fund 100%of the water main improvements. Any existing
water service connections that are found to be deficient and replaced will be assessed
100% directly back to the benefited property. New water services will also be assessed
100%directly back to the benefited property.
6.4 Sanitary Sewer
The Sanitary Sewer Enterprise Fund will fund 100% of the sanitary sewer improvements.
New sewer services will be assessed 100%directly back to the benefited property.
Feasibility Report
4th Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
, WSB Project No.1811-51 Page 10
7. PROJECT COSTS AND FINANCING
7.1 Estimated Costs
Itemized cost estimates for each option are included in the Appendix. The following
costs were prepared using 2015 construction costs and are subject to change, depending
on the final design of the project,bids received, and actual work performed. A summary
of the estimated construction costs plus a 10% contingency, 25%
engineering/administration(indirect)costs for Option 1 and 10%contingency, 25%
engineering/administration(indirect) costs for Option 2 for the project are as follows:
Option 1
Roadway Improvements $2,829,316.87
Trail and Walk Improvements $ 372,556.25
Railroad Crossing Improvements $ 54,312.50
Storm Sewer Improvements $1,168,938.38
Water Main Improvements $ 97,968.75
Sanitary Sewer Improvements $ 16,156.25
Sewer and Water Service Improvements $ 22,330.00
TOTAL PROJECT COST $4,561,579.00
Option 2
Roadway Improvements $2,349,154.50
Trail Improvements $ 130,059.60
Railroad Crossing Improvements $ 54,140.00
Storm Sewer Improvements $ 93,236.88
Water Main Improvements $ 94,050.00
Sanitary Sewer Improvements $ 15,510.00
Sewer and Water Service Improvements $ 21,436.80
TOTAL PROJECT COST $2,755,587.78
7.2 Funding Sources
A summary of the estimated funding apportionment for the recommended improvements
is as follows:
Option 1
Tax Increment Financing(TIF)* $2,319,076.00
Capital Improvement Fund $ 650,738.92
Storm Sewer Fund $1,168,938.38
Shakopee Public Utilities Commission(Water Main) $ 97,968.75
Sanitary Sewer Fund $ 16,156.25
Assessments (30% of street improvements) $ 286,370.70
Sanitary&Water Sewer Service(new)Assessments $ 22,330.00
TOTAL $4,561,579.00
Option 2
Tax Increment Financing(TIF)* $2,319,076.00
Capital Improvement Fund $ 0
Storm Sewer Fund $ 51,068.74
Feasibility Report
4ib Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 11
Shakopee Public Utilities Commission(Water Main) $ 94,050.00
Sanitary Sewer Fund $ 15,510.00
Assessments (30%of street improvements) $ 254,446.24
Sanitary&Water Sewer Service(new)Assessments $ 21,436.80
TOTAL $2,755,587.78
*After final project costs are determined, the City can decide how the $2.3 million of TIF
money is applied.
8. PROJECT SCHEDULE
In consideration of the effort required to complete the project as presented,the following
schedule is proposed. This schedule may be revised as the project progresses:
Preliminary Design/Feasibility Stage
Notice to Proceed(City Council) July 21, 2015
City Council Approves Feasibility Report/Orders Public Hearing December 15, 2015
Public Hearing/Open House January 19, 2016
City Council Authorizes Plans and Specs January 19, 2016
Final Design Phase
Detail Design January, 2016/February 2016
MnDOT State Aid Review February, 2016
City Council—Approves Final Plans and Authorize Ad for Bid February 16, 2016
Bidding Phase
Advertise for Bids February 23, 2016
Open Bids March 16, 2016
City Council Award Contract April 5, 2016
Construction Phase
Begin Construction May, 2016
Construction Completion Option 2 September, 2016
Construction Completion Option 1 November,2016
Feasibility Report
4m Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 12
10. CONCLUSIONS AND RECOMMENDATIONS
Due to increased development in the project area and TIF funds available to offset the cost for
these improvements by the developments it is recommend the project moves forward as
discussed in this report.
In comparison with Option 1, Option 2 (rural section for 4tn Avenue) is recommend due to:
• Lower project costs
• Less impact to business access during construction
• Considerable reduction in construction duration
• Ability to construct the trail at a later date if necessary
• Reduction or elimination of required property acquisitions for easements
• Less impacts to private utilities in the area
• Works better with the existing sloping topography to the north
• Eliminates the need to provide considerable storm sewer infrastructure improvements.
From an engineering standpoint, the recommended improvements are feasible, cost effective and
necessary to maintain the City's existing infrastructure.
Feasibility Report
4'"Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 13
APPENDIX
Figure 1: Shenandoah Drive Layout
Figure 2: Option 1 Layout
Figure 3: Option 2 Layout
Figure 4: Future County Improvements to CSAH 83 and CSAH 101
Cost Estimates and Assessment Rolls:
• Option 1
• Option 2
Feasibility Report
4th Avenue and Shenandoah Drive Improvements
City of Shakopee,MN
WSB Project No.1811-51 Page 14
Date Printed: 12/1/2015
WSB Filename: K:\01611-510\Cad\Working\mvanderbrug\Option 3\Plan\Shenandoah Drive Project - 2.dgn
CR ' r ssr��sxv
WV✓ COUN faYY
' � YZ4Y3;33fi I.gpi hi3i ,..'..
U1 N
n
\1_____
_ _ _ I
' ® I
-i u 0 100 ft 200 ft
a
7I!TAMS BASIN 3
NAL 735.50
F
.—•�
\ _ _
J/
4. L . '-'Ll_l_lil •__ i 4.,
Proposed Railroad Crossing Improvements '`O 1177777777 77771J Ov- - -.! T.r..
\ 1,N o.\\\\ \\\\\\\
• AI F7
777v, ,�no�:
4o n 40 -.—
- -
II \\\: \ , 7
n
IIIIIIIIIIIIIl11 II1IIIIIilIFIEIIIIlI111111111OHI< � '
v ! . i,1611 nuceco oafs ,,zior \\ \ �.. :�1�1
sw sr RACK O \�
' I I 11[1. , , A\\\\\\\\\\\
1" :ft"14"'
1 \V
® /%i ir
DLKE REA_TY diIk`
i LIMITED
\\ PARTNERSHIP
� 279050211 I ® ® E
d
1"" —r— 4th Avenue
AikQ ry
I' RPRISE 1 1
_ '- "' '� w.. ,..�®MINEW
„� .s,ro,U..,. m,.a. ,xk:.' ... ,'=9 + ,3°?71170010
4th Avenue 1 Shenandoah Drive Figure 1
SHAKOPEE City of Shakopee, Minnesota Shenandoah Drive Layout
F fit 9 CV
: 14r
. r,.,,,,'"1.1511.111.11111-
gr ♦ F ate. a.:', u.-. _� ......._. „ ii.
ovi
I �
O
� «.k T
L:nllcoJ
se ." I O
a
L
,n,u �s .. n I 7 x 8 242�
11
r y
_; I
..�. i €ey k«,s
�: Nrd
1 + 5 !I88 xiA
.?Y'` 4 wags..( I I - ‘r'
11_:;.' iNf§
x ,
w
- ' ' , PL .. 0 , ,..
, • ,
, . .
.,„. ...., f \'•• , •ON."' 1 ,0 if
:;`,:.:1,
t otic
www
— ii
I
1
+ a q
��W
° :44
, ;�
U v
i W
IRO
242
2:2
L( « �
,erg{
4 III
WO
. �
wo
W x11 b
I_____ ,!
I Ill
� u 1�� >
N
1
ca
c
mt.'..4::: ......._ 0
_ t
cp
. ,,_,., „._, ___,,-,- -___T ,_.--_—_-_. ! _i :-,,, , ; ..i.-.....„.,,,,-,. ..,..--,...i.,,,,, ... imm .
_—
-— ; aniup UoopuouaUS :
Ai
4 ao 0 0
®y W 'm 1 d , .� 6 ` w Q
Q
.,
z.7 .; , -:-:::%um, ._ ...„,,. 0
ao
w
I!w o
azo o m "°1l`
co
M� a a
--- S peon tingaalaeo ,- m
---?*".i17\••• , ;1
...:
L_
1 -744,--.7-.1;;;---7,--
r'+ ,?' t,.r >W,.,v*Y ,Y.Y. .... Y.Y d
,,. . „. 3 II ' . �.gr`.
P$II` W -Y.Y ss
.00,.........j...7
t It Z . YTr
{{rI M
it OO + _w.r
pp W O
._ It s ti 84u.
_ ;''; :n.-....(
A. r O = "' 6` S0. Yr.
�O
f E '
0 'S's 1 N.
j
R I
Z
11
al
IllilIlIllUi
a 3
% yam t a.� j" fl II Q
. J
N
4 4 ity _- iI , 14 O , E > .0Illillil? ////� Yom .j.! I z 4 i 3 y
lv+.. 4. 4' 1'1 N — i 'il
I.
_t rz 1
0 I 4)
c { �L
E Q
1
eL
$ —___. # '! .�. Y � = coo
. um
: 11
IIIIIUIE Q o
U
co ► 1 W
j � { UI■U1lll■URI il$ o
zn c'4. .
.., ,... ` ;., 5(1) c9
- .11.111111...111111111.1‘ 2) ._
il!!i 1 r tli
rmm..111111111 iiirl ' "15-
......... ,
'6"' 1. 'ilVI'-'11,-;-'-'-':'-'''-' '''''""..' '':',.., ,.. 11111111111111111111111111
:
--
lN.119111111111111111911116111111_•.17
_1
ror,_
!!!i' : ,-- Im....111111.....9011.111..01
i!! , .*..
, .1.111111111..11111111.1k 46
!1 —
cu
'E
- ,A. .1111111111116111111_11_112
.+-':
re*
a.
‘,.. -,.! 5 111111111n.111111.11101
- < ....inillifill.ENI
°* 4' 11....1111....1114
._ : -',-- '-15,11,11 ,4 41
,,,,---- - — ., 111111111211111.11M
. • _ ,x ,1, , _.
• , Eimminimmomi 01, ,4
o .,•
....
1 U 1111011111111111.11.E
aJ -
'--) '
_
A
,,:, i 1• -,'
1.111611.111116111111611111.111.1111107
ion
ni
7,---
• _ , ,r E'': 1.11.11.11116
11111111.111.11.61112Mollig
0 igH ',''
: C) 1......111111...111611.111!
, 1 .
i 41....11111.111111111111111
ne-yette
If
-,----.:--__.7 LT_, :4i :'- l ,, mii...11611166.roll;
e,„ 1111.11111.111....0
9.2 ..
P-
" • -,--, 7-
in.II I.11.9 Bil 6 1..L....•.m.
,-", _ ..,..: ,.... •Fic , ,,'' -
...MEM. M.;
i s2
im.! •' E,' ''''
M.MEM 111115
, , mEm..1111111111..111.: .
.- - -
MEM.'
It'!i 1 - .----"="1 ''.' :1 1111.111m711MEMENIM=M1-
,.
, ...
6.116111.1.1.9.1111.11....II!
MEM
IIIIMMEEMEM Est-
1.1111.1111.11..11 ..,,,
...MEW
5, < .; .5;• '7,_, ;47-1-;-;.-_`-_,'''''''''11"'' 11.1..111111111--•MEW
INNER...M. EIN
411
ME
-,1,-...
t•.•
9- ,--,„ ,-..-- •-:-,- ,.-;
,---- -,-:-_----=- • - % --..-= .=---! -I;a- ! 1! ,'." Oa.'ii.4
IIII Ili 111 MIMI I 611 IIII....•.611.•II.6 I I III 16•I I..11 II I Fill r!.
Z. 1.111111..111.1 ••.,,4 .:21.•
1 61111....1...m.% _ars
.,,, T1 v•.,
I.•m
IMMUNE... ••lin 0 cu
. .-71111- ---------,-, - '
._
. Ern? 'CS c
111111E11..111.•
'MEW = C
11011111..111111..
. :-.-. -*7:_v, **- * •,-, - i I ;
a - a ii, -0 .4„„r.,• ‘so;; i la
n= 6111611.1......_•utiviLli1/4
••••• eL
'a 111111=1111111....: ..___ 0
-_---;: _, i--J",---;- :_--: - _ - ''''',.-H • oi
_ _ :: ,..,!:!, 1 , a 11 •
5°- :7,-,- --- -4-----' --- - _-"- — --: iii : 1
••• _ -! 1 I
,I II 61 I II I I II.1.11•...I.6 II 61 II.Li•II..II 111 imstil .4>icuCi 45(1
MI M
•••Eni•••• •oril
3 - --.1-- ---,---- - ==.._"--. - I-- - ' • t
12 -,---------___ -----== --_ --_,-4---- 6 ... 6 - . i• 1.0111111....M. -- :at '5
s :,---,----, ,---,„ ,
--.--- .-,-..„ L., ,,, .,-•,,„...,--,,,,,,,--.-„....,. , I ,,,,, r. • -- - ,
-- ' iiiiMMEMINEMI
44
anua geopueuaLIS ...E1.11111__mumi
° .. __, _-, -<-.. .... i,,,_i_ .----,, , . ,,, _ .....4.4, ,. . mommmmspi
1-- ;?--; --7 - 1 '''.9 ; :4'1'11. ' ' Illhillid11116Mminmsm!..!1,11
'1 1 -- ;11 -1 ' - 1 -. --- .------ -111 1111.1111.111.1111, ; ctr4
,--
j' )-' <,------- 7;2.-L,'E' I , '''..,'8 ' •,--.'
i 460 i
E ,,_ ,1 ' 1 ,. ,,..„.„ . ;.• ..,..." -
••a........_ AZ
CA
'.:
'co CY
gag
NIf N U
-_-±,x--,..16.
d ,
Z 4
o r r J cD o y' r:
,_,„,z,
�c oft ANN ".$7
F u
H
z�
N4 O
z i sem, ¢o,, #4 al
�' i ,ate: J
,, ,N
— ¢ S peon (�nqpaiueo 2 0 E o 11'a R. R E @ _ - ,...js C
zCU
s. :' e d
Iv
w iia ..„g
• z
v
i o
11;g:P.-
.Ri
w o
r o
tgal
oo ff
i ' ._,c., . i . t,..,
w o t 1 ,� ..,s9
S.:t
a
MO
Ft
¢ 1 - x.. 1 t�1, i s
z ,14::a i
.r„,
N ;::a
C 1
}
artg
s.e L 341
2 :a
IA
::4:;
.... C :.:...
-•--- o. o - < r •,r
12'
¢o -C a'
a z m j 3 4:41
Z N
rr /r' 4 1g i N _ F = 4
_ Y
. 1-----: +' �� N i
yy
.°
1 e
5.
r.
cu
,"�'�®• in ssa3
f• . 1
o CO
•
,_: , 0:!1: ,,/,, i.,''
ut N
,) 1 a-
w.
r .,.. O
x
' W
.0
m
PP
`V
v
a)
Lim
} 3:'d
I
kl
• M a,. • " p
f's M .k i x,y 3,.
a
5 illii
1F +
4.
'
' .t�' z `
., s
VI.
,. �N � pc e
yr
74 -~
0
Ci co
0
CSi
cc
ti's '' t
N a)
u) 0
Q
- # yt'z ;
� , Q O
a % U
Ea
AO
C
iii x
o;
v N
�. y
$� N m O
Y sj h v
CD
C L. �i •P ' ;t '� n =
,,�, 1 s+ L S 0 ` a aS m w w i
4.1
0
{ J
* ' ..•, a
— � �,•, ,, ter ��,
,.,$ tyK
`\.. a ; y1v \ � —
' * ‘4 ' ''':
F
s
l � b
r b a;
... �° "g�
i O
r
p
t
4.
.#16
•/ =te\\,.'-- .7.. .-..---a , 5�' '+ ,pi��t i���' /��2 �� x
•
•
,g ;� t‘4e��# rye 1 e f
x,rc
,,
Vet,,,,,,, , ,„Ier----,., __,..4.,,.....- i. . 7,.*-:••_..,„, .......... ,......f.w....--_ ,. Ni„.....i.,-,::;,.4;;..,:::,,,,.r:,.\ 2 2
:,,, . • ','-,L 4,...... -',,-•''- . e7....,...„ '',:.t,-;..ii'-fi.,,c•-•‘ \ '8 2
rn
co
x a�
:f .. ,
•
1r t
n
4-
4,ci d0
',..,,,4-":\;,;.Q `cG \
.. I4
os
IA i il I 'ate
1 !II i Mifflin! iiiii
H ! .. - Lir r
11 ,
H 1
1
F ..
! 11
17, A
11 T
- II
!.. I
t 3,
I -
ii
1 I
i ; 0. 1.
1 i
B
B, i ! 1 !!
.0/
i E'l -
2
a I I
0 ii P 1 ,!
1 i I
-.. 1
i
1
11/:
li 104
I I2
.1--
4
II .,... .1,-;•
I
r , €
ii - - --. ..A.1!---,!--1 gimt 5t, ! ! !s t .1..-,,.
q
3 i 1 t40; MWiliMil !PAN N! g . ! IiiiiiIMI UAniq
1 .
0
_
!. 5.!ig
AW MI 11.,ili M 1 ! 1! iigtw 11011
MW; Wilqg
- .4 ; U2iiWMi2 &&i.W HI ! i , 1 ! g!Miili! LiAzIPEi
ji _.' ! i iNliilillill liiid Nt i !! !""NO111 i!!!pq
1111 Miliiilill liiih ilIl i ; 0 1 2tiidiii t'hifih
01811 R I 1
!Milli i i 11 HI i
P I
J 1
! i
I -
4 PIP il
1
g I
A I
I , I
p
1 i
J1 , F, ;
1
13 i 1 1
I
, I
1
% !
11 1
b
i I
1
g I-9 -
B . .
F F F1
g
I i -
r....
4 I D
1 111! ! li
d 16
,E irt 1
E
i -
I
1 li 1 1 ill 111 ! il
., AI
a g I
1 i
! . 1 iliiil ! Ill ill .1 I!
a . I
jiF
[
,
A ' I
3 P 1
& 1
E ,
11——,1,. .?.§g!
I
I
221iin111141" 111111111111111 il ": MI 111 Pi 1 1 ill iii 1 ll
I
g 2
!
i 'l liqUi2
jgFrF " rn'HriN .. , ,,,,, dR Ag _,93 3
I I
ii
-`i
; 1
i
Ai -ill
illliig ,721-21 ip il 6 q!!!" Tii" 1 A
g ill
3 30 gg rgggEVIA.5nig
I; 1 g5i0sWO ,""i'ik. t'l"E d0 pi ril I:2
iAAi
PA A2 /141°10111 1111114111" P 41 1101 ill ii E ! ill Ili i A
i0, 0 i MIti Ng 1101/13?111111 § 2,E 60. m - 0 R 554 i n
41111111111111 iiiiilliiiiM1 H iM Ill in 1 1 ill M '! i;
411
OU,23F F '
, Vt:F•il.
If 1
. '''21jrilitg
3 i
:.,
; 1
P 1 ,
8' ‘
'
- 1 V
i 2 —
. 0q4tigi
b
— :
3 ;
Ii I ;
$84,4r,
arlag
1 II
1 fr 1
alF,.01 .1
iq
5vi,7:4
' !
1 I
11
,.. .
;
8
.g1 P q514.1.
.9.
.sqsa
0
t i 12 ap-3 '3'
E 11 i
—
4 a it
1 i
i
t_ I 1 i
u LIIIIIIM01111; 11 !:15,1A 1
, ii PI—
'
b
I 4` av,a
1 13
g :
Ii
mlimilvimi 1! in!!
REA
g :
Ii„ 2.:sgstigii .,. 4
ag
111114
if -21.1x..a33
a`.g.
it !
niiiiiiing1g1I111111. cl U
, g
8P
AggPiiMAnn.M;U g'$1
1
1
I N
3' DiiiltlOOM,1101
Ri .7',1 ilitiliR.,:N3. 2W1
iA ir.§ WM01121,0§WN
W '
Mnnffirnifi
'i.,
Pli
ELM .3 E
4th Avenue and Shenandoah Drive Improvements
Assessment Roll - Option 1
Shakopee, MN
WSB Project Number: 1811-51
Date: 12/10/2015
30%of Street Improvements(East of Recent Overlay) _ Total Footage Cost per foot
4th Ave. $ 286,370.70 6442.83 $ 44.45
PID Property Footage (ft) Assessment Cost
279050010 CANTERBURY PARK HOLDING CORP 579.71 $ 25,766.93
272980021 I & G REAL ESTATE 33E LP 744.69 $ 33,099.96
272980020 J &J MINNEAPOLIS LLC 1181.03 $ 52,494.38
272980010 DUKE REALTY LIMITED PARTNERSHIP 689.73 $ 30,657.10
279040050 INLAND CONTAINER CORP &TEMPLE 1187.12 $ 52,765.07
279040060 CERTAIN TEED CORPORATION 1487.37 $ 66,110.57
279050160 CERTAIN TEED CORPORATION 573.18 $ 25,476.69
TOTALS 6442.83 $ 286,370.70
Sanitary and Water Service Assessments
279050132 SHAKOPEE 2914 LLC N/A $ 11,165.00
279050140 SHAKOPEE 2914 LLC N/A $ 11,165.00
TOTALS $ 22,330.00
$ s 1$ ass.galses a R a
5 5 I5. 51.55i11555 It
Is I
I I I
a I
II
H
1
1 . 1
Ii
.
--
i
-
Jill
,.
H ID
i —
3 ji ... .....
2 — 1
E I I
- b
11
p
1 I 0
A g .g
11 1 1 IP
4 t-
i V
rq a !I
„9..
15.
, m
1.
11
._,
4 g i II
i A it'll!!
I'
o 1 i I I 1 V
(.) I
_ is R
4.. i
c's
.4. g'
.,5 ' el _
A i :< I 1
T., ' 38
rt '
1
1 1 1 V iiil I
R I !
§1, .1--
a 4 1
i 1 HIMIIIIP Hi IP ! I In i !MID HD HVIHHHH iii ” il 1
12 2
E 1 1
H - - .4,g-- c.o. —§A4I-.- .--a --n------glaaa — ta ati a
At ! i WHIHnif II; HI g I 11 ! Hfl;ifil Ifi! HIMUJIH1 iii la ILI !
N Essss 5Et = ea. z a =aatt - t—a ,1 ,E ttt- -- pp t
g ! 1 W,gs,MI.1.12?, e3a 33'3 i g [5t 3 YL1E10g2 .1YAE 04g,ILYALg 2.?.Y. a$ RES !
I I 1
I I
8/ h ' iii 1 il ii 1 H. i
..A A
,i g n 11 i 11 40 ki H i g i H 11 a ffi. g .i,II 11 i I I. t' g'a
111 E 311hhilil lii iii I i
1 H I ITh4-1 Fi = .02;vq0, iq i'e
i ! WEgVH3 ''=1 h'iP;E'01 N q 4
F.LI A i I 111111111111 iii ill i i ii 1 untou tffi Hip..titliNd o.1
1,, P.WHII WO!! !JP. fil i i II ; ri;;;;;J:: 1111 Dininaifl III II H I
inn' R 1 1 t I
a a e m m
_
y 3I e
1
IS 2401,.laJ
a I.
1 0845
a8sss
Tme
I a ..12
3 1 7.,-;7,
81 8 @ 1 8 8 8 8 o 88:
4 46e66
s a I »�H
Hal a - R $ .. 1
•
mg.?,
3 18 1 °11571
C. B 8$e
O g 8 p
zeF
N, 5
w; � " I2 2
i
U 9I19 1 a£ 111111M1:1141g 18 M
3 .s y
.2 a 3i I '1,- 2 '! ---'-- z.!AM A AA
Al.,
I f 1 - - _ a _r.U Ilcri
3,_"ks
e •
a a� » y
a 18 If I- - a a a-_ k -1
I
la ' sa1a @ s asa a as saaaseasaa@aaaaa as @RRns
3r y
93 a= _ 8 2 A^- 1 4 "- .aryA24!!aa A:J
.;.i P I§1 Ef I a iabUaU.7,6'34..64'Ia@I9sa ;1;1:41t!IAa ..�®. VU» E^nau
,
F
]a= 99
a8'',,2E -- = ,,�.. ' - 8... 1 .a aR«....a23gdMRa 8$1 U 1
Z U
bbs� ae �9 $$ a § 8 la gsga 9paa-a asb�ag8@8 m
1C a 1= I @ 9 1 Ill 11$ai3A 81i# 9:139 C« 1p ie
QIQt R5 yt5 t 1 Cb, C EmF tt�ttttttCtCCtnmInf.nnInnnza apb,
I
I 1
e
E ti
ji 44
55U v'gillqW
5 q < y" - d 595 '11
it Po a ?l' 1 3 g ai 11$111.6'. ��;5at .
I' _5 8$ 9C 0,k tly 13 sstctt #0Fza nx!
.,. _ OA �a :,is 5 k „_ & ... ... ..
a
,1 W - S R S A@ @'aiiRR AA" w R _
.�. i t0 'A i iii _ xx llt O ttstt=tt
'a
4th Avenue and Shenandoah Drive Improvements
Assessment Roll - Option 2
Shakopee, MN
WSB Project Number: 1811-51
Date: 12/10/2015
30%of Street Improvements(East of Recent Overlay) Total Footage Cost per foot
4th Ave. $ 254,446.24 6442.83 $ 39.49
PID Property Footage(ft) Assessment Cost
279050010 CANTERBURY PARK HOLDING CORP 579.71 $ 22,894.45
272980021 I & G REAL ESTATE 33E LP 744.69 $ 29,409.99
272980020 J &J MINNEAPOLIS LLC 1181.03 $ 46,642.34
272980010 DUKE REALTY LIMITED PARTNERSHIP 689.73 $ 27,239.46
279040050 INLAND CONTAINER CORP &TEMPLE 1187.12 $ 46,882.85
279040060 CERTAIN TEED CORPORATION 1487.37 $ 58,740.60
279050160 CERTAIN TEED CORPORATION 573.18 $ 22,636.56
TOTALS 6442.83 $ 254,446.24
Sanitary and Water Service Assessments
279050132 SHAKOPEE 2914 LLC N/A $ 10,718.40
279050140 SHAKOPEE 2914 LLC N/A $ 10,718.40
TOTALS $ 21,436.80