HomeMy WebLinkAbout8A TH13 - Duluth Feasibility Report
Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com
4646 Dakota Street SE
Prior Lake, MN 55372
CITY COUNCIL AGENDA REPORT
MEETING DATE: FEBRUARY 5, 2018
AGENDA #: 8A
PREPARED BY: JASON WEDEL, PUBLIC WORKS DIRECTOR/CITY ENGINEER
PRESENTED BY: JASON WEDEL
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION ACCEPTING THE
REVISED FEASIBILITY REPORT AND ORDERING A PUBLIC HEARING
TO CONSIDER THE DULUTH AVENUE INTERSECTION
IMPROVEMENT PROJECT
DISCUSSION: Introduction
The purpose of this agenda item is to accept the revised Feasibility Report
and schedule a Public Hearing to be held on March 5, 2018 for the Duluth
Avenue Intersection Improvement Project.
History
A feasibility report was originally prepared for the Duluth Avenue
Intersection Improvement project in January 2015. The feasibility report
was accepted and the project was ordered by the City Council on January
26, 2015. However, due to projected tax levy impacts, the project
construction was delayed.
MnDOT is currently scheduled to reconstruct TH13 from CH21 south to
CH282 in 2019. That project will require a full closure of TH13. In an effort
to improve local access and support the City’s businesses in the area, the
City revisited the Duluth/TH13 project in 2017 to determine if it was
financially feasible to get it built prior to the TH13 closure in 2019.
To supplement the funding for the project, the City applied for Cooperative
Agreement funding from MnDOT and was ultimately awarded $710,000.
The total project cost is estimated to be $2,180,000. The remaining
funding is proposed to come from the City’s State Aid funds, tax levy funds,
and assessments. The use of assessments was not included as part of the
funding package outlined in the original feasibility study therefore it is
necessary to amend the feasibility report to follow the necessary
procedures outlined in State Statute 429.
Current Circumstances
The current Duluth/TH13 project includes widening the intersection to
include dedicated left, thru, and right turn lanes on Duluth Avenue in both
directions at the intersection with TH13. It also includes the addition of a
right turn lane into the Holiday Station Store’s northerly entrance, the
construction of a median on Duluth Avenue to restrict the access to the
2
entrance for the Village Lake Mall to right-in/right-out near the intersection,
the construction of a mini roundabout at the intersection of Duluth and
Village Lake Drive, as well as modifications to several of the southerly
entrances to the Village Lake Mall property and the realignment of the
Toronto/Village Lake Drive intersection.
These improvements will significantly improve traffic flow and safety in this
area. To be consistent with the City’s past practices, the City Council
directed staff to include assessments to the benefitting properties in the
project area as part of the overall funding for the improvements.
The City will need to sell bonds to cover the portion of the project costs
proposed to be assessed. The bonds will then get repaid as the City
collects the assessments over a 10-year period. To utilize General
Obligation Improvement Bonds to cover the assessments the City would
need to follow the State Statute 429 process. Outlined in that process is a
requirement to assess a minimum of 20% of the improvement cost. The
City contacted two different appraisers to get their opinions on whether
there would be enough benefit from the project to the assessed properties
to support a 20% assessment. The consensus was that it would be difficult
to levy assessments at that level.
The other bonding option the City has is to utilize Street Reconstruction
bonds. The use of Street Reconstruction bonds is outlined in State Statute
475. The use of Street Reconstruction bonds does not require any
percentage of the project cost to be assessed, but it does not preclude the
use of assessments. It does however require that the City have a five-year
Street Reconstruction Plan that has been adopted by the City Council that
includes the project area. The City’s five-year Street Reconstruction Plan
did not previously include this project.
To address this issue of the project not being included in the Street
Reconstruction Plan, Finance Director Erickson brought to the City Council
on January 8, 2018 a revised Street Reconstruction Plan that included the
project area and a public hearing was held to provide an opportunity for the
public to speak regarding the amended plan. There was no public input
provided at the public hearing and the amended plan is currently within the
30-day period where it is subject to a reverse referendum. Barring any
petition against the amended plan, the revised Street Reconstruction Plan
will be approved on February 7, 2018.
Despite not utilizing General Obligation Bonds, the City is still required to
follow the process outlined in State Statute 429 due to the fact that
assessments are being included. As part of that process is was necessary
to amend the feasibility report to include the proposed assessments. To
determine the assessment amounts, the City hired Nagell Appraisal to
provide a report that reviewed the proposed improvements and provided a
general range of benefit to the adjacent properties based on the
improvements to the roadway itself as well as the improved function of the
street network in the area. The appraiser noted that the benefit ranged
3
from $125 to $175 per linear foot for the first 100 feet of road frontage and
$50 - $100 per linear for street frontage in excess of 100 feet.
This information was present to the Special Assessment Task Force on
January 12, 2018. The consensus of the committee was to utilize the low
end of the benefit range provided by the appraiser. It was also the
consensus of the committee to assess based on acreage rather than street
frontage due to the amount of the existing street frontage being
disproportionate to the various properties. For example, Wells Fargo has a
significant amount of street frontage on Duluth but the total area of their
property is relatively small. The Village Lake Mall on the other hand has
very little frontage on Duluth but they have a very large area compared to
the other properties in the area. The total assessment amount was
therefore calculated on the total street frontage within the project area and
apportioned to each benefiting property based on their area. These
assessment amounts are reflected in the amended feasibility report.
Conclusion
In summary, the project is feasible, necessary and cost-effective to
maintain the City’s road system. Approval of the revised Feasibility Report
is the next step in the 429 processes and does not grant final approval of
the project. If the Council accepts the Feasibility Report, the Chapter 429
special assessment statute requires the Improvement Hearing be
conducted before the City Council considers ordering the project.
A public hearing is proposed for March 5, 2018. At that meeting, the
proposed improvements, project schedule and assessments will be
presented to the residents.
ISSUES: This is the first project the City has completed where Street Reconstruction
bonds are being utilized as part of the overall funding in combination with
assessments. Since the City is unable to able to assess 20% of the project
cost, this has required a dual process of amending the City’s 5-year Street
Reconstruction plan to include this project as required by State Statute 475
in combination with following the requirements outlined in State Statute 429
for assessing benefitting properties. This method of financing allows the
City to assess at a level below 20%.
FINANCIAL
IMPACT:
The Duluth Avenue Intersection Improvement Project is proposed to be
financed by a combination of funding source as shown below:
Special Assessments $172,850
Tax Levy $897,150
MSAS (State Aid) $400,000
MnDOT $710,000
Total $2,180,000
The total amount proposed to be assessed is $172,850 The remaining
funding will come from the tax levy, State Aid and MDOT. The approved
4
2018 Capital Improvement Program and Budget contemplate these
expenditures.
ALTERNATIVES: 1. Approve a Resolution accepting the revised Feasibility Report and
establishing a Public Hearing Date.
2. Table the item and direct staff to make further modifications as
needed.
RECOMMENDED
MOTION:
Motion and second for alternative #1
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 18-___
A RESOLUTION ACCEPTING THE REVISED FEASIBILITY REPORT AND SCHEDULING A
PUBLIC HEARING TO CONSIDER THE DULUTH AVENUE INTERSECTION IMPROVEMENT
PROJECT (TRN15-000003)
Motion By: Second By:
WHEREAS, Pursuant to Resolution 14-135, the City Council, on September 8, 2014 ordered a
Feasibility Report to be prepared by the City’s Engineering Department with
reference to the Duluth Avenue Intersection Project; and
WHEREAS, the Feasibility Report for the Duluth Avenue Intersection Project includes signal
replacement, storm sewer, aggregate base, concrete curb and gutter, bituminous
surfacting and appurtenant work; and
WHEREAS, the Feasibility Report was updated in 2018 to include new information on financing
including additional funds from MnDOT as will as incorporating assessments; and
WHEREAS the revised Feasibility Report for the Duluth Avenue Intersection Project, dated
February 5, 2018 contains information that the proposed project is necessary, cost
effective, and feasible.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The City Council hereby accepts the revised Feasibility Report as submitted.
3. The Council will consider the improvement of such streets improvements in accordance with
the Report and the assessment of property as described in the Report for all or a portion of
the cost of improvements pursuant to Minnesota Statutes Chapter 429 at an estimated cost
of the improvements of $2,180,000.
4. A Public Hearing shall be held on such proposed improvements on the 5th of March, 2018 at
Prior Lake City Hall, with the address of 4646 Dakota St SE, City of Prior Lake, Minnesota at
7:00 p.m. statutory notice and publication requirements shall be followed.
Passed and adopted by the Prior Lake City Council this 5th day of February, 2018
VOTE Briggs McGuire Thompson Braid Burkart
Aye ☐ ☐ ☐ ☐ ☐
Nay ☐ ☐ ☐ ☐ ☐
Abstain ☐ ☐ ☐ ☐ ☐
Absent ☐ ☐ ☐ ☐ ☐
______________________________
Frank Boyles, City Manager
FEASIBILITY REPORT
TH 13 / DULUTH AVENUE SE
VILLAGE LAKE DRIVE
IMPROVEMENTS
PRIOR LAKE, SCOTT COUNTY, MINNESOTA
FEBRUARY 5, 2018
Prepared for:
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
WSB PROJECT NO. 010097-000
FEASIBILITY REPORT
TH 13 / DULUTH AVENUE SE / VILLAGE LAKE DRIVE IMPROVEMENTS
FOR THE
CITY OF PRIOR LAKE, MINNESOTA
February 5, 2018
Prepared By:
701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800
Building a legacy – your legacy.
Equal Opportunity Employer | wsbeng.com
February 5, 2018
Honorable Mayor and City Council
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
Re: Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
Dear Mayor and City Council Members:
Transmitted herein is the feasibility report for the proposed TH 13 / Duluth Avenue SE / Village
Lake Drive Improvements project, which is located in the southeast portion of the City along
Duluth Avenue at the intersection of TH 13. The proposed project consists of the installation of
a new signal system at the Duluth Avenue and TH 13 intersection and would be partially funded
as part of the MnDOT Cooperative Agreement Program. The report includes proposed
geometric modifications to the intersection of Duluth Avenue with Village Lake Drive involving a
mini-roundabout along with access modification to Village Lake Mall area and the intersection
with Toronto Avenue. The report contained herein presents project costs along with the
proposed financing.
We are available at your convenience to discuss this report. Please feel free to contact me at
763-287-7189 or dsterna@wsbeng.com if you have any questions.
Sincerely,
WSB & Associates, Inc.
Don Sterna, PE
Sr. Project Manager
Enclosure
cc: Jason Wedel, PE, City Engineer / Public Works Director
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
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.
Don Sterna, PE
Date: February 5, 2018 Lic. No. 19103
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ........................................................................................................ 1
2. INTRODUCTION ...................................................................................................................... 3
2.1 Authorization ................................................................................................................... 3
2.2 Project Overview............................................................................................................. 3
2.3 Scope ............................................................................................................................... 3
3. EXISTING CONDITIONS ....................................................................................................... 5
3.1 Existing Conditions: Right-of-Way ............................................................................... 5
3.2 Existing Conditions: Traffic ........................................................................................... 5
3.3 Existing Conditions: Drainage ...................................................................................... 7
3.4 Existing Conditions: Utilities .......................................................................................... 9
4. DESIGN ALTERNATIVES ................................................................................................... 15
4.1 Design Option 1 (Duluth Avenue / TH 13 Intersection Improvements Only) ...... 16
4.2 Design Option 2 (Duluth Avenue / TH 13 Intersection Improvements Only) ...... 18
4.3 Design Option 2A (Duluth Avenue / TH 13 Intersection Improvements Only) .... 20
4.4 Design Option 3 (Duluth Avenue and Village Lake Drive Intersection
Improvements) ........................................................................................................................ 22
4.5 Design Option 4 (TH 16 Signal Replacement) ......................................................... 24
4.6 Drainage-Proposed Conditions .................................................................................. 25
4.7 Summary of Project Alternatives ................................................................................ 26
4.8 Optional Aesthetic Treatments ................................................................................... 26
5. PUBLIC AND BUSINESS INVOLVEMENT ...................................................................... 27
5.1 Holiday Gas Station ..................................................................................................... 27
5.2 Subway Restaurant ...................................................................................................... 27
5.3 Byerly’s, Lund’s Grocery Store ................................................................................... 27
6. PERMIT REQUIREMENTS .................................................................................................. 28
7. CONSTRUCTION PHASING ............................................................................................... 29
8. FINANCING ............................................................................................................................ 30
8.1 Opinion of Cost ............................................................................................................. 30
8.2 Funding .......................................................................................................................... 30
8.3 Preliminary Assessment Roll ...................................................................................... 31
9. PROJECT SCHEDULE ........................................................................................................ 33
10. FEASIBILITY, NECESSITY AND COST EFFECTIVENESS ......................................... 34
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
11. PROPOSED RIGHT-OF-WAY AND EASEMENTS ......................................................... 35
12. CONCLUSIONS AND RECOMMENDATIONS ................................................................ 36
Appendix A
Figure 1 – Location Map
Figure 2 – Property Owners Map
Figure 3 – Existing Drainage Area Map
Figure 4 – Existing Public Utilities Map
Figure 4B– Existing Private Utilities Map
Figure 5 – Pavement Insets Typical Sections
Figure 5A – Design Option 1 Typical Sections
Figure 5B – Design Option 2 Typical Sections
Figure 5C – Design Option 3 Typical Sections
Appendix B
Figure 6 – Design Option 1
Figure 7 – Design Option 2
Figure 8 – Design Option 2A
Figure 9 – Design Option 3
Figure 10 – Design Option 4
Figure 11 – Proposed Right-of-Way and Temporary Easements
Figure 12 – Drainage Map
Figure 13 – Assessment Parcels
Appendix C
Opinion of Probable Cost
Design Option 3
Appendix D
Preliminary Assessment Roll
SECTION I
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 1
1. EXECUTIVE SUMMARY
The TH 13 / Duluth Avenue / Village Lake Drive Improvement Project is a cooperative project with
MnDOT that involves the replacement of the signal system, pedestrian improvements, and geometric lane
configuration modifications along Duluth Avenue at the intersection of TH 13. Also, the City proposes to
improve the Duluth Avenue and Village Lake Drive intersection in conjunction with the Cooperative
Agreement Project. The purpose of this project is to reduce traffic congestion, improve signal operations,
add traffic capacity, expand pedestrian accessibility and mobility, improve safety, and maintain
accessibility to local businesses near the Duluth Avenue / TH 13 intersection. The intersection is currently
a signalized intersection. TH 13 is a two-lane divided roadway with right and left turn lanes, currently
carrying about 16,000 vehicles per day. Duluth Avenue is a two-lane urban local roadway with a north
bound and south bound left-thru lane and a dedicated right turn lane at the signalized intersection with TH
13, carrying about 3,500 to 4,300 vehicles per day. Village Lake Drive is a three (3) lane urban local
roadway with about 4,600 vehicles per day. A map of the project location can be found in Figure 1 of
Appendix A.
The traffic volumes on TH 13 / Duluth Avenue SE / Village Lake Drive have increased steadily over the
past five years due to population growth and the expansion of commercial space on either side of TH 13.
The Duluth Avenue / TH 13 intersection currently experiences heavy traffic volumes, and the close
proximity of local access on Duluth Avenue to the signal disrupts traffic flow and causes congestion
backups on TH 13 and Duluth Avenue. In addition, pedestrian safety and pedestrian mobility are also a
concern with the current intersection configuration.
To address this issue and to improve traffic capacity on Duluth Avenue, MnDOT has selected this
intersection as part of their 2019 Cooperative Agreement Program that encompasses upgrading traffic
signal systems on TH 13 and widen Duluth Avenue to add individual left, right and thru lanes. The City
also wants to use this opportunity to revise geometrics and access along Duluth Avenue and Village Lake
Drive to develop a mini-roundabout on Duluth Avenue and the intersection with Village Lake Drive.
This feasibility report discusses several design alternatives, which include variations to the geometric
layout as well as the option to utilize decorative street lighting on the signal system and painting of the
signal to match the Main Avenue / TH 13 signal. The proposed project will include the following elements:
Complete signal system replacement including signal poles, mast arms and indicators, pedestals
in the median of TH 13, and inductive loops in the Duluth Ave approaches.
Revised intersection geometry to include dedicated left and right turn lanes for each leg on Duluth
Avenue approach.
Left Turn Yield on Flashing Yellow Arrow signs will be installed for the Duluth Ave approaches.
Signal cabinet and controller will be replaced (including MMU with graphics display, load
switches, and all other hardware needed to complete the signal operations)
Improvements to pedestrian facilities which will be designed in accordance with current ADA
Accessibility Guidelines.
Intersection improvements to Duluth Avenue and Village Lake Drive.
Business access improvements on Village Lake Drive.
Realignment of the Toronto Avenue intersection with Village Lake Drive.
The proposed schedule for the project allows for the complete construction of utility relocations, signal
systems, curb & gutter, aggregate base, bituminous paving, and pedestrian improvements in 2018. A
head of the planned TH 13 Pavement Rehabilitation Project in 2019. However, MnDOT may require all
additional right-of-way and easements to be fully acquired prior to letting the project. A narrative of the
proposed construction phasing is included in section 7 of this report.
SECTION I
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 2
The total project costs for the street and utility improvements as proposed herein are estimated to be
approximately $2,180,000, including 5% contingency and 22% indirect cost. The proposed funding for
the project will be funded through MnDOT, Municipal State Aid, City funds and Special Assessments.
MnDOT will fund $710,000 of the signal improvements and a portion of Duluth Avenue as part of their
Cooperative Agreement Program with the remainder to be funded by a combination of Municipal State
Aid, City Funds and Special Assessments.
Five (5) options total were studied that ranged from just replacing the signal to widening Duluth Avenue to
increase safety and capacity with additional turn lanes on Duluth Avenue that also included improvements
to Village Lake drive intersection. Option 4 looked just at a straight forward signal replacement however
this would have been funded 100% by the city at this time. Option1, 2 and 2A involved widening on
Duluth Avenue to improve signal operations and would be eligible only up to $294,052 in MnDOT funding.
Option 3 looked at addressing additional capacity to channelize vehicle turning on Duluth Avenue and
improvements to Village Lake Drive to address business concerns to improve traffic flow, which MnDOT
would fund up to $710,000 of the improvement increasing the benefit to the City.
The project as described herein is necessary, feasible, and cost-effective from an engineering standpoint.
It is the recommendation of WSB & Associates, Inc. that the City Council approve the proposed
improvements.
SECTION II
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 3
2. INTRODUCTION
2.1 Authorization
This feasibility report was authorized by the City Council of Prior Lake at its January 26, 2015 meeting. In
December, 2017 the City Council requested the report be updated to include work at Village Lake Drive
as well as utilizing assessments to fund a portion of the project costs.
2.2 Project Overview
The City of Prior Lake has identified the need for professional engineering service for the design and
construction of a new traffic signal and related geometric modifications at the intersection of TH 13 with
Duluth Avenue and improvements to the intersection of Duluth Avenue and Village Lake Drive along with
business access modifications along Village Lake Drive. Figure 1 in Appendix A illustrates the proposed
project area.
In 2012 the City of Prior Lake, together with Scott County and the Minnesota Department of
Transportation (MnDOT), completed a Transportation Study of the Prior Lake Downtown South Area. As
part of the alternatives considered, the baseline scenario (and all subsequent alternatives) included
improvements at TH 13 and Duluth Avenue. Variations in alternatives focused on the alignment of Duluth
Avenue north of TH 13.
The study included work by both a Transportation Advisory Committee (TAC) and a Citizen and Business
Group (CBG) that helped to form the study process, develop alternatives, and review and comment on
the evaluation process and measures. Their input was used in the refinement of alternatives.
Currently Duluth Avenue is a two-lane urban roadway with a left-thru lane and a dedicated right turn lane
at the signalized intersection with TH 13. The Duluth Avenue / TH 13 intersection experiences heavy
traffic volumes, and the close proximity of local access on Duluth Avenue to the signal disrupts traffic flow
and causes congestion backups on TH 13 and Duluth Avenue. In addition, pedestrian safety and
pedestrian mobility is also a concern with the current intersection configuration. A secondary concern
from the businesses on the south side of TH 13 is the reduction to a right-in, right-out access just south of
TH 13. Traffic accessing the businesses on the east side of Duluth Avenue will be shifted south to the
intersection with Village Lake Drive. Currently a stop condition exists on Duluth Avenue, thereby
increasing the potential of traffic delays accessing the business on the east side of Duluth Avenue. To
address this issue, MnDOT has selected this intersection as part of their 2018 Cooperative Agreement
Program that encompasses revising and upgrading several traffic signal systems on TH 13 and improve
traffic capacity on both TH 13 and Duluth Avenue.
The City wants to use this opportunity to revise geometrics at Village Lake Drive and Duluth Avenue and
access along Village Lake Drive. The purpose of this project is to develop improvements that will:
Provide a safe intersection for all motorists and pedestrians
Improve traffic flow and reduce delay
Improve pedestrian mobility
Maintain access to local businesses
Minimize impacts to adjacent properties
Meet current MnDOT design requirements
2.3 Scope
The scope of this feasibility report includes the construction of a new traffic actuated signal system with
an emergency vehicle preemption system, intersection safety and capacity improvements, geometric
layout alternatives, storm sewer modifications, and pedestrian improvements for the following:
SECTION II
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 4
Duluth Avenue – starting at the intersection of Village Lake Drive SE, extending to the north and
ending approximately 400 feet north of TH 13.
Intersection improvements at Duluth Avenue and Village Lake Drive.
Village Lake Drive business access.
Realignment of Toronto Avenue to a 90-degree intersection with Village Lake Drive.
Remove the stop condition on Village Lake Drive at Toronto Avenue.
The new traffic actuated signal system to be constructed shall be designed to the current MNDOT
standards and shall employ LED signal indications, LED luminaries, PVC loop detectors, audible
pedestrian systems, flashing yellow arrows, mast arm pole signing. The signal system shall be
interconnected to the other signal systems on TH 13.
All pedestrian facilities within the project limits will be designed in accordance with current ADA
Accessibility Guidelines.
The feasibility report as presented herein discusses the current and future operating conditions of the
roadway and intersection, offers several design alternatives, and addresses the estimated project costs
for the improvements.
SECTION III
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 5
3. EXISTING CONDITIONS
3.1 Existing Conditions: Right-of-Way
The properties adjacent to the project located south of TH 13 are primarily commercial businesses, which
include Holiday Gas Station, Ace Hardware, Wells Fargo Bank, South Lake Village Mall, Prior Lake
Transmission, Prior Lake Post Office and the Brooksville Apartments. The South Lake Village Mall is
located east of the project that contains several businesses which also currently have accessibility from
Duluth Avenue and Village Lake Drive. The existing adjacent property located north of TH 13 includes
several homeowners to the west of Duluth Avenue and the commercial businesses located east of Duluth
Avenue, which include Subway Restaurant and Honest-1 Auto Care. Figure 2 in Appendix A is an aerial
map showing the location of the adjacent property owners.
3.2 Existing Conditions: Traffic
Duluth Avenue is currently a two-lane urban local roadway with a north bound and south bound left-thru
lane and a dedicated right turn lane at the signalized intersection with TH 13, carrying a total between
3,500 to 4,300 vehicles per day. TH 13 is currently a divided two-lane rural minor arterial roadway with
west bound and east bound right and left turn lanes, carrying a total of about 16,000 vehicles per day.
The existing traffic signal includes protected left turn signal phasing for eastbound and westbound left-
turns on TH 13, but has no turning movement phases for Duluth Avenue. The TH 13 / Duluth Avenue
intersection experiences heavy traffic volumes, and the close proximity of local access on Duluth Avenue
to the signal disrupts traffic flow and causes congestion backups on Duluth Avenue and TH 13. In
addition, existing pedestrian facilities along Duluth Avenue currently lack continuity, do not provide safe
pedestrian accessibility, and are not up-to-date with current ADA accessibility guidelines.
MnDOT’s Crash Mapping Analysis Tool (MnCMAT) database indicates that there were three crashes at
the intersection from January 2013 through December 2015 (the latest time for which MnDOT has
provided crash information), and one of those resulted in a serious injury. The City of Prior Lake also
maintains crash records, and these have been incorporated into the MnCMAT data for a fully
comprehensive data set. Both the crash rate and severity rate at the intersection fall below the Metro and
statewide averages.
Turning movement counts at the intersection were conducted in October of 2014. The data from the
turning movement counts were put into the Synchro modeling software to determine the operations of the
intersection with current and future conditions. A twenty-year growth factor of 1.2 was used to determine
future volumes at the intersection and modeling was based on forecasted 2023 volumes (using a growth
rate of 1% per year based on the 1.2 growth factor). As shown below in Table 1 and Table 2, the existing
intersection currently operates a Level of Service (LOS) C; however, without redesign of the intersection
and the traffic signal system, the forecasted volumes are expected to create a Level of Service (LOS) of F
by 2023.
Table 1. Current (10/2014 Volumes) Intersection Operation
SECTION III
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 6
Table 2. Future (2023) Volumes with No-Build Condition
Below is a list of descriptions for Level of Service (LOS):
INTERSECTION LOS
LOS A – At this level of service, almost no signal phase is fully utilized by traffic. Very seldom does
a vehicle wait longer than one red indication. The approach appears open, turning
movements are easily made and drivers have freedom of operation.
LOS B – At this level, an occasional signal phase is fully utilized and many phases approach full
use. Many drivers begin to feel somewhat restricted within platoons of vehicles
approaching the intersection.
LOS C – At this level, the operation is stable though with more frequent fully utilized signal phases.
Drivers feel more restricted and occasionally may have to wait more than one red signal
indication, and queues may develop behind turning vehicles. This level is normally
employed in urban intersection design.
LOS D – At this level, the motorist experiences increasing restriction and instability of flow. There
are substantial delays to approaching vehicles during short peaks within the peak period,
but there are enough cycles with lower demand to permit occasional clearance of
developing queues and prevent excessive backups.
LOS E – At this level, capacity is reached. There are long queues of vehicles waiting upstream of
the intersection and delays to vehicles may extend to several signal cycles.
LOS F – At this level, saturation occurs, with vehicle demand exceeding the available capacity.
The intersection of Duluth Avenue and Village Lake Drive is currently a three-way tee intersection with a
one-way stop from Duluth Avenue. Village Lake Drive is a two-way urban local roadway with a center-left
turn lane located at centerline of the roadway. Since the access to the Prior Lake Post Office is located
within close proximity to the intersection of Duluth Avenue, this center-left turn lane often causes
confusion to drivers and can sometimes lead to head-on traffic at this location, see the following figure.
SECTION III
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 7
Existing center-left turn lane can cause confusion and lead to head-on traffic
3.3 Existing Conditions: Drainage
The project area is located within the Prior Lake - Spring Lake Watershed District (PLSLWD) and consists
of primarily impervious pavement surface throughout the project limits. There are three sub-drainage
boundaries that encompass the project area which include UPPL-7, UPPL-8 and UPPL-13. These
subwatersheds flow into the Cates Creek system and ultimately to Upper Prior Lake. There is currently an
existing storm sewer system in place to collect and treat the runoff from these drainage areas. From
Figure 3, shown below and in Appendix A, it can be seen that the storm system located south of TH 13
directs the runoff into the existing storm pond UPPL-P13 and that the storm system located north of TH13
directs runoff into the existing storm pond UPPL-P7. It should be noted that the proposed project limits
would not increase the impervious surface by more than 1 acre. The project will increase the impervious
area in which case additional storm water management requirements would be necessary.
SECTION III
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 8
Figure 3. Hydrologic map of existing sub-watersheds
SECTION III
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 9
3.4 Existing Conditions: Utilities
There are several utilities located within the project corridor. The public utilities include City sanitary
sewer, storm sewer, and watermain. The private utility owners include Integra Telecom, Mediacom, Xcel
Energy, CenterPoint Energy and Zayo Group (formerly Access Communications). Figures 4A & 4B,
shown below and also located in Appendix A, display the existing utilities throughout the site. A utility
coordination meeting is scheduled in February 2018 in order to discuss any potential conflicts. The most
significant relocation will involve the relocation of the Xcel power pole and transformer along the Holiday
Gas Station site to address the widening of Duluth Avenue and the relocated driveway entrance.
Figure 4. Existing Public Utilities
SECTION III
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 10
Figure 4B. Existing Private Utilities
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 15
4. DESIGN ALTERNATIVES
For all of the design alternatives, the west curb line will remain in its existing location and that the east
curb line is proposed on a new alignment to allow for roadway widening. The design will utilize much of
the existing pavement by mill and overlay operations where the existing roadway can remain in place.
The portion of the street that is widened will be constructed with a full aggregate and bituminous section.
The proposed pavement sections are shown below in Figure 5 and typical cross sections are shown in
Figures 5A through 5C in Appendix A.
Figure 5. Proposed Pavement Sections
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 16
4.1 Design Option 1 (Duluth Avenue / TH 13 Intersection Improvements Only)
Design Option 1 consists of installing a new signal system at the intersection of TH 13 / Duluth Avenue,
improvements to pedestrian mobility via the construction of new sidewalks and bituminous trails, and
widening Duluth Avenue to provide individual dedicated left, right and thru lanes. Option 1 eliminates the
southerly intersection of Anna Trail / Duluth Avenue by constructing a cul-de-sac at this location and also
eliminates the existing access from Duluth Avenue to the South Lake Village Mall parking lot. These close
proximity access point were eliminated in order to alleviate traffic congestion at the intersection. Figure 6,
shown below and in Appendix B, is an illustration of Design Option 1.
Figure 6. Design Option 1
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 17
Option 1 Pros:
Reduces traffic congestion at the intersection by eliminating close access points to TH 13.
Adds dedicated left, right and through lanes on Duluth Avenue.
Maintains existing access to the Holiday Gas Station.
Improves pedestrian safety and mobility by creating additional sidewalks and bituminous paths.
Option 1 Cons:
Causes impacts to residents along Anna Trail by forcing them to utilize the northerly intersection
of Anna Trail / Duluth Avenue.
Causes impacts to local businesses and users of the South Lake Village Mall parking lot located
east of the corridor by eliminating the accessibility from Duluth Avenue.
Potential to increase traffic congestion at the intersection of Village Lake Drive and Duluth
Avenue by eliminating existing accessibility to the South Lake Village Mall parking lot from Duluth
Avenue.
Does not address business access along Village Lake Drive.
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 18
4.2 Design Option 2 (Duluth Avenue / TH 13 Intersection Improvements Only)
Design Option 2 also consists of installing a new signal system, improvements to pedestrian mobility, and
widening of the existing roadway. However, this option incorporates a concrete median that delineates
oncoming traffic and maintains “right-in/right-out” accesses at Anna Trail, the Holiday Gas Station, and at
the South Lake Village Mall parking lot location. Figure 7, shown below and in Appendix B, illustrates
Design Option 2. It should be noted that truck tanker turning movements were analyzed for this option in
order to evaluate the accessibility at the Holiday Station.
Figure 7. Design Option 2
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 19
Option 2 Pros:
Provides “right-in/right-out” access at Anna Trail, Holiday Gas Station, and at the South Lake
Village Mall parking lot location.
Adds dedicated left, right and through lanes on Duluth Avenue.
Reduces traffic congestion by eliminating left turn movements near the intersection.
Improves safety by delineating oncoming traffic and eliminating left turn movements.
Improves pedestrian mobility by creating additional sidewalks and bituminous paths.
Improves pedestrian safety by providing pedestrian refuge at the crosswalk locations within the
concrete medians.
Option 2 Cons:
Causes impacts to the Holiday Gas Station by eliminating left turns out of the north driveway
entrance.
Potential to increase traffic congestion at the intersection of Village Lake Drive and Duluth
Avenue by eliminating left turn access to the parking lot along Duluth Avenue.
Does not address business access along Village Lake Drive.
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 20
4.3 Design Option 2A (Duluth Avenue / TH 13 Intersection Improvements Only)
Similar to Design Option 2, Design Option 2A consists of a concrete median, but it is stopped short of the
north entrance to the Holiday Gas Station and the existing full accessibility at this location is maintained.
The main Holiday Station entrance was shifted about 15 feet south thereby allowing for a longer median
and left turn lane while increased the separation with the South Lake Village Mall entrance. This
additional entrance separation will deter vehicles from turning left out of the Shopping Center which is a
major concern of MnDOT. Figure 8, shown below and in Appendix B, illustrates Design Option 2A. It
should be noted that a tanker truck turning movements were analyzed for this option in order to evaluate
the accessibility at the Holiday Station.
Figure 8. Design Option 2A
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 21
Option 2A Pros:
Provides “right-in/right-out” access at Anna Trail and at the South Lake Village Mall parking lot
location.
Adds dedicated left, right and through lanes on Duluth Avenue.
Maintains existing access at the Holiday Gas Station.
Improves safety by delineating oncoming traffic and reducing left turn movements.
Improves pedestrian mobility by creating additional sidewalks and bituminous paths.
Improves pedestrian safety by providing pedestrian refuge at the crosswalk locations within the
concrete medians.
Option 2A Cons:
Continued traffic congestion caused by the left turn movement at the north access to the Holiday
Gas Station.
Potential to increase traffic congestion at the intersection of Village Lake Drive and Duluth
Avenue by eliminating left turn access to the parking lot along Duluth Avenue.
Does not address business access along Village Lake Drive.
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 22
4.4 Design Option 3 (Duluth Avenue and Village Lake Drive Intersection Improvements)
Design Option 3 expands on Design Option 2A at TH 13 intersection and adds a dedicated right turn lane
for Southbound Duluth Avenue at Holiday Station. The existing full accessibility at both entrances to
Holiday are maintained. The main Holiday Station entrance was shifted about 15 feet south thereby
allowing for a longer median and left turn lane while increased the separation with the South Lake Village
Mall entrance. This additional entrance separation will deter vehicles from turning left out of the Shopping
Center which is a major concern of MnDOT.
Design Option 3 also expands the project limits on Duluth Avenue and on Village Lake Drive shown
below in Figure 9 and also in Appendix B, incorporates a three-legged mini-roundabout at Village Lake
Drive intersection. Mini-roundabouts are typically meant to be implemented in locations with no or little
semi-truck movement, or at least very limited right turn truck movement. In order to accommodate left-
turning truck movements, the concrete island located at the center of the roundabout is surmountable
(drive over type curb) and designed to carry the truck loading as they maneuver through the intersection.
In order to accommodate right-turning truck movements, the concrete medians would also need to be
designed as surmountable. This becomes an issue since trucks will need to encroach the opposite
approach lane, posing a complicated situation if a car is waiting to enter the intersection. This situation is
not a significant concern if truck traffic is infrequent and / or only occurs during non-peak hours. In
addition, the realignment of Village Toronto Avenue Allows for consolidation and improvements of
entrances for the South Lake Village Mall area.
Figure 9. Design Option 3
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 23
Option 3 Pros:
Provides “right-in/right-out” access at Anna Trail & at the South Lake Village Mall parking lot
location
Adds dedicated left, right and through lanes on Duluth Avenue.
Adds a dedicated SB right turn lane for Holiday Gas Station.
Adds a center Left turn lane on south leg of Duluth Avenue.
Maintains existing full access at the Holiday Gas Station
Improves safety by delineating oncoming traffic and reducing left turn movements.
Improves pedestrian mobility by creating additional sidewalks and bituminous paths
Improves pedestrian safety by providing pedestrian refuge at the crosswalk locations within the
concrete medians
Improves safety and traffic congestion at the intersection of Village Lake Drive and Duluth
Avenue by eliminating left turn movements
Roundabout acts as a traffic calming device which would help reduce the number of vehicles
speeding at this location
Eliminates the center-left turn lane near the Post Office entrance which currently can cause
confusion to drivers and has a potential for head-on traffic at this location
Eliminates the center-left turn lane near the Wells Fargo entrance which currently can cause
confusion to drivers and has a potential for head-on traffic at this location.
Improves pedestrian safety and mobility by providing pedestrian refuge at designated crosswalks
within the concrete median
Consolidates shopping center access along Village Lake Drive.
Realigns Toronto Avenue and removes the stop condition on Village Lake Drive.
Option 3 Cons:
Left-turning truck turning movements can cause traffic congestion and confusion
Additional financial costs.
Additional impacts related to construction phasing
Addition Right-of-Way and easement acquisitions required.
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 24
4.5 Design Option 4 (TH 16 Signal Replacement)
Design option 4 consists only of installing the new signal system at the intersection of TH 13 and Duluth
Avenue, with no geometric changes along Duluth Avenue. The new traffic actuated signal system to be
constructed shall be designed to the current MNDOT standards and shall employ LED signal indications,
LED luminaries, PVC loop detectors, audible pedestrian systems, flashing yellow arrows, mast arm pole
signing. The signal system shall be interconnected to the other signal systems on TH 13. Figure 10,
shown below, is an illustration of Design Option 4.
Figure 10. Design Option 4
Option 4 Pros:
Reduced financial costs
Reduced construction impacts
Potential to improve traffic congestion in the short term by incorporating flashing yellow arrow and
interconnected to other signal systems along the corridor
Option 4 Cons:
Short term solution
Does not address pedestrian mobility
Does not address long term traffic congestion at the intersection.
Does not address intersection congestion at Duluth Avenue and Village Lake Drive.
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 25
4.6 Drainage-Proposed Conditions
The proposed conditions Hydrology will maintain the existing drainage patterns to basins UPPL-8 and
UPPL-13. The proposed drainage systems will connect to the inplace storm sewer at the project limits for
conveyance downstream. See Figure 11 in Appendix B for detailed drainage map.
The recommended improvement results in an overall impervious area increase of approximately 0.182
acres which triggers the Prior Lake-Spring Lake Watershed (PLSLWD), MPCA Construction Stormwater
Permit, MPCA MS4 and City Public Works Design Manual regulations.
The project must meet the following minimum requirements pertaining to stormwater:
Net reduction from pre-project conditions (on an annual average basis) of stormwater discharge
volume, TSS and Total Phosphorus
Standard rate control (no increase in rate from 2-, 10-, and 100-yr, 24-hr Atlas 14/MSE3 rainfall
events), assuming the project will create more than 3,500 square feet of new impervious area and
disturb more than 10,000 square feet of land
NPDES permit requirements, with a Storm Water Pollution Prevention Plan (SWPPP) that meets
the requirements of MNR100001.
PLSLWD permit requirements.
The existing basins downstream of the project are anticipated to provide rate control and treatment for the
proposed improvements. The NPDES stormwater volume control requirements are anticipated to be
meet by installing infiltrations systems in the project corridor. Due to the timing of the project the City may
not be able to satisfy all volume control requirements for the Project. The PLSLWD volume requirements
may require a Memo of Understanding (MOA) to allow for future volume control “credits”. It is proposed
that City Staff pursue the off-site credits to satisfy the PLSLWD project requirements.
Figure 11. Drainage Map
SECTION IV
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 26
4.7 Summary of Project Alternatives
Table 4, shown below, summarizes the benefits of each alternative. The higher the ranking means a
higher benefit.
Table 4. Summary of Alternatives
Design Option Benefits
Project Benefits Option 1 Option 2 Option 2A Option 3 Option 4
Reduces Traffic Congestion M=2 H=2 M= 2 M =3 L =1
Improve Pedestrian Mobility M=2 H=3 H=3 H = 3 L =1
Improves Intersection Safety M=2 H=2 M=2 M =3 L =1
Maintains Accessibility L=1 M=2 H=3 M =3 H =3
Minimizes Impacts L=1 M=2 H=2 M =2 H= 3
Total Ranking 8111214 9
Key: H = High, Rank 3
M = Medium, Rank 2
L = Low, Rank 1
4.8 Optional Aesthetic Treatments
Optional aesthetic treatments that have been incorporated into the previous downtown projects have
included decorative signal amenities and landscaping elements. The proposed signal amenities for this
project include decorative street lighting on the signal poles with a dark bronze painted finish to match the
new Main Avenue / TH 13 signal system, as seen in the figure below. Landscaping elements have also
been incorporated to enhance the entrances to the downtown area. The cost associated with these
optional aesthetic treatments are Included in the project construction cost estimates.
Proposed Signal Amenities to match the Main Avenue and TH 13 intersection
SECTION V
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 27
5. PUBLIC AND BUSINESS INVOLVEMENT
Back in 2015, the City met with the businesses to discuss the project and since there has recently
reengaged each business that would be affected by the proposed option 3 improvements. The general
feeling has been from the business community that a solution to the traffic delays at the intersection of
Duluth Avenue with Village Lake Drive must be part of any improvements to improve accessibility
especially to the South Lake Village Mall and Wells Fargo Bank businesses.
5.1 Holiday Gas Station
Holiday Gas Station has consulted with Westwood Engineering to do their own traffic study with
consideration to the proposed options listed in this report. Based on their study they also recommend
Option 2A, which is a median on Duluth Avenue that stops before Holiday’s access driveways. Below is
the response the City received from the Holiday Companies for this project:
“As we understand from the information presented at the Open House meeting, that there currently is not
a safety/accident issue with the intersection. There are challenges, but looking for creative solutions
would be a more prudent approach in this case. We believe that the installation of a median is not only
pre-mature, but may very well present unintended traffic consequences as well as have a significant
impact on the viability of area businesses. Many businesses, including ours are service by large semi-
tractor/trailers and tankers. Access for these delivery vehicles, as well as our customer is paramount to
the operation and success of these businesses. Holiday encourages the City Council to strongly consider
an option that maintains their current full access movement at both driveways.”
5.2 Subway Restaurant
WSB & Associates has had discussions with the Subway restaurant regarding the project. Subway is
located at the northeast quadrant of the intersection and has access from Duluth Avenue. The existing
access will remain in the same location; however minor grade changes will be necessary to
accommodate the additional roadway width. Subway’s primary concern was maintaining accessibility
during construction. It should be noted that all businesses, including Subway, will have accessibility
throughout the construction process by utilizing innovative construction techniques which are discussed
further in the construction phasing section 7 of this feasibility report.
5.3 Byerly’s, Lund’s Grocery Store
Lund’s grocery store has expressed some concern in regard to accessibility and visibility. Below is a
statement from their response:
“We are asking that you consider leaving the northwestern entrance into the mall open (option 2) for
customers that are traveling north. We understand that with the proposed median a southbound traveler
will not be able to use this entrance as they do today. With that being said, we would like to ask that there
be consideration for a right-in /right-out (RIRO) off eastbound TH 13 to allow eastbound traffic to enter at
the front of the mall and also give southbound travelers the option to get on TH 13 and maneuver into the
RIRO to the mall.”
WSB & Associates has had discussions with MnDOT regarding Lund’s request for the right-in / right-out
access proposed to be located on the south side of TH 13 east of the Duluth Avenue Intersection.
MnDOT has stated that the proposed access is not in compliance with MnDOT accessibility management
guidelines and that they will be providing a letter to the City formally denying the request. It should be
noted that there is an existing right-in / right-out access located on the south side of TH 13 750-feet east
of the Duluth Avenue Intersection, therefore this type of access is currently provided.
SECTION VI
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 28
6. PERMIT REQUIREMENTS
Permits required as part of the proposed improvements are anticipated as follows:
Minnesota Pollution Control Agency (MPCA)
NPDES Construction Activity Permit
Prior Lake-Spring Lake Watershed District (PLSLWD)
Minnesota Department of Transportation
Right-of-Way Permit/ Plan Approval
Cooperative Agreement
Limited Use Permit
SECTION VII
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 29
7. CONSTRUCTION PHASING
It is imperative that access to local businesses and adjacent property owners be maintained at all times
during construction. Therefore, innovative construction techniques, such the use of high early concrete
and temporary bituminous pavement will be utilized to accomplish this goal. Consistent coordination with
local business owners will be fundamental to the success of this project. The roundabout is proposed to
be built first utilizing a road closure on Village Lake Drive along with locate detours to expedite the
construction. All business access will be maintained at all time during this phase of construction.
In addition to maintaining accessibility to the adjacent property owners and businesses during
construction, both Duluth Avenue and Trunk Highway 13 will remain open to traffic during construction. In
order to accomplish this goal, it will be necessary to install a temporary traffic signal system which will
also allow for the installation of the new signal system with minimal disruption to the flow of traffic.
The following construction phasing sequence is recommended for Design Options 2, 2A and 3:
Phase 1: Installation the temporary signal system at TH 13 and Duluth Avenue.
Phase 2: Construct the roundabout with traffic closure at intersection only and detour locale
traffic. Duluth Avenue intersection at TH 13 will remain open and access to business maintained.
Phase 3: Route residential traffic from Anna Trail to the north intersection of Duluth Avenue /
Anna Trail. Conduct removals along the west side of the roadway, relocate the existing hydrant,
and install temporary pavement. Temporary striping and shift traffic slightly to the west on
temporary pavement to allow for roadway widening along the east side of the road.
Phase 4: Conduct removals, excavations, and construction for geometric modification along the
east side of roadway.
Phase 5: Shift traffic to outsides lanes of the roadway to allow for installation of the concrete
median and conduct milling operations.
Phase 6: Shift traffic to inside lanes, remove temporary pavement and installation of curb & gutter
along the west side of the roadway.
Pavement of wearing course and final striping, shift traffic to new roadway alignment.
Phase 7: Installation of the new signal system; this phase of construction should be started
congruent with phase 3 and continue into phase 6.
SECTION VIII
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 30
8. FINANCING
8.1 Opinion of Cost
A detailed Engineer’s Opinion of Probable Cost for Option 3 for the proposed improvements can be found
in Appendix C of this report. These opinions of probable cost incorporate 2018 construction costs and
include a 5% construction contingency and 22% project indirect costs. The project indirect costs include
legal, engineering, administrative, and financing items. A summary of the project costs is shown below:
SUMMARY OF COST
Option
No. 3
Construction
Cost $1,635,000
Project
Indirect Costs
(22%)
$359,700
Right-of-Way $185,300
Total Project
Cost $2,180,000
8.2 Funding
The proposed funding for the project will be funded through MnDOT, Municipal State Aid, and City funds.
MnDOT as part of their Cooperative Agreement will 100% of the signal and about half of the Duluth
Avenue. The remaining proposed geometric improvements to Duluth Avenue and Village Lake Drive
would be funded through MSA funds, tax levi and special assessments.
FUNDING SPLITS
Option
No. 3
MnDOT $710,000
City Municipal
State Aid $400,000
Tax Levy $897,150
Special
Assessments $172,850
Total Project
Cost $2,180,000
SECTION VIII
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 31
8.3 Preliminary Assessment Roll
Assessments will be levied to the benefiting properties as outlined in Minnesota Statute 429 and the City
of Prior Lake’s Assessment Policy. An abbreviated preliminary Assessment Roll is included on the next
page. A detailed preliminary Assessment Roll is included in Appendix D.
Special Assessments to benefiting properties along local streets are proposed to fund about 12% of the
improvements of the identified local city costs for commercial properties identified for the project, with the
remaining 88% paid for with various City funds.
Assessments for this project were calculated using the area assessment method as identified in the City’s
Assessment Policy. The proposed assessment roll and a summary of the proposed assessment
calculations are included below, along with an assessment map identifying the benefiting properties. The
area assessment is calculated as shown below:
Amount to be Assessed = $172,850
Total Parcel Area = 15.04 acres
Proposed per Acre Assessment = $11,495.19
SECTION VIII
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 32
PRELIMINARY ASSESSMENT ROLL
TH 13 / Duluth Avenue / Village Lake Drive Improvements
Project
Construction Method:
Full Street
Reconstruction
Total Assessable Acres: 15.03672
No. Legal Description Parcel Address PID Property Owner
Parcel
Area
(Acres)
Area
Assessment
Amount
($/Acre)
Total
Assessments
1
SubdivisionName BUSSE 1ST ADDN
Lot 002 Block 001 SubdivisionCd
25285 16683 DULUTH AVE SE 252850020
HAYNES
PROPERTIES LLC 0.85465 $11,495.19 $9,824.36
2
SubdivisionName BUSSE 1ST ADDN
Lot 001 Block 001 SubdivisionCd
25285 16711 DULUTH AVE SE 252850010 DAVANN INC 0.45918 $11,495.19 $5,278.36
3
SubdivisionName BROOKSVILLE
CENTER 2ND ADDN Lot 001 Block
002 SubdivisionCd 25177 16800 DULUTH AVE SE 251770041
HOLIDAY
STATIONSTORE
INC 0.71383 $11,495.19 $8,205.61
4
SubdivisionName BROOKSVILLE
CENTER 2ND ADDN Lot 001 Block
002 SubdivisionCd 25177 16800 DULUTH AVE SE 251770040
HOLIDAY
STATIONSTORES
INC 0.51496 $11,495.19 $5,919.56
5
SubdivisionName BROOKSVILLE
CENTER 2ND ADDN Lot 002 Block
002 SubdivisionCd 25177 16820 DULUTH AVE SE 251770050
BJ CARLSON
PROPERTIES LLC 1.3614 $11,495.19 $15,649.55
5
SubdivisionName SOUTH LAKE
VILLAGE Lot 001 Block 001
SubdivisionCd 25470 16731 HIGHWAY 13 S 254700010
BEALMAKE
PARTNERS LLC 5.47648 $11,495.19 $62,953.18
6
SubdivisionName SOUTH LAKE
VILLAGE Lot 002 Block 001
SubdivisionCd 25470 16691 HIGHWAY 13 S 254700020
BEALMAKE
PARTNERS LLC 1.51969 $11,495.19 $17,469.13
7
SubdivisionName BROOKSVILLE
CENTER 2ND ADDN Lot 001 Block
001 SubdivisionCd 25177 16817 DULUTH AVE SE 251770010
WELLS FARGO
BANK 0.71486 $11,495.19 $8,217.45
8
W1/2 SE1/4 & E1/2 SW1/4 COM SE
COR OF 1‐1 BROOKSVILLE CTR 2ND
NW 419.74', NE 25', SE TO NE COR
OF 2‐1, W 125' TO POB EX P/O
LYING S OF LINE COM SE COR
BROOKSVILLE CTR 2ND, N 11‐28‐19
W ALONG E LINE LOT 1 83.60',
CURVE NE 99.36' TO W LINE OF
ABOVE PARCEL & THERE TERM 259020211
WELLS FARGO
BANK 0.49024 $11,495.19 $5,635.40
9
Section 02 Township 114 Range 022
S 200' OF TRACT
16783 TORONTO AVE
SE 259020480 ALKEN HARM 0.32833 $11,495.19 $3,774.22
10
Section 02 Township 114 Range 022
W1/2 SE1/4 COM 977.13' N &
412.50' W OF SE COR, W 412.5', S
273', E 412.5', N 273' TO POB.
16829 TORONTO AVE
SE 259020220 FREIER DANNY S 2.6031 $11,495.19 $29,923.13
SECTION IX
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 33
9. 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
Approval to Update Feasibility Report (City Council) ........................................................... December, 2017
City Council Approves Feasibility Report/Authorizes Plans and Specs .............................. February 5, 2018
Improvement Hearing ............................................................................................................... March 5, 2018
Public Meeting / Open House ..................................................................................................... March, 2018
Final Design Phase
Detail Design ...............................................................................................................February / March 2018
MnDOT State Aid Review ........................................................................................................... March, 2018
City Council – Approves Final Plans and Authorize Ad for Bid ...................................................... April, 2018
Pre-Order Signal ............................................................................................................................ April, 2018
Bidding Phase
Advertise for Bids .......................................................................................................................... June, 2018
Open Bids................................................................................................................................ Late July, 2018
City Council Award Contract ............................................................................................. Early August, 2018
Construction Phase
Begin Construction .............................................................................................................. Mid-August, 2018
Construction Completion ............................................................................................... Mid-November, 2018
SECTION X
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 34
10. FEASIBILITY, NECESSITY AND COST EFFECTIVENESS
The improvements proposed in this study are necessary for a number of reasons. The intersection
improvements of TH 13 / Duluth Avenue SE / Village Lake Drive provides the City with a cost-effective
means of continuing the City’s street improvement efforts and ensuring an adequate means of
transportation for local residents. The reconstruction of utilities within the area is ideal at this time due to
the reconstruction of the road and the worsening state of the existing utilities. The main driving force
behind the improvements is increased capacity of Duluth Avenue and its intersections of Village Lake
Drive and TH 13. In addition, MnDOT selected the TH 13 improvements for Cooperative Agreement
funding ranging from $294,052 for Option 2A and $710,000 for Option 3. These improvements will
provide a longer lasting product needing less maintenance over time.
The proposed improvements constitute a project large enough to ensure a competitive bidding
environment, economy of scale, and are deemed to be cost-effective. Based on the information
contained within this report, the proposed project is deemed necessary, cost-effective, and feasible from
an engineering standpoint. The project feasibility is subject to financial review by the City.
SECTION XI
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 35
11. PROPOSED RIGHT-OF-WAY AND EASEMENTS
Right-of-way acquisitions and temporary easements will be necessary at the following properties:
Holiday Station will require an easement for the sidewalk extension and a hydrant relocation.
Temporary construction easements will also be required to facilitate construction grading.
Subway Restaurant will require a temporary construction easement to reconstruct their
driveway.
Wells Fargo Property will require not only right-of-way for the work on Duluth Avenue, but also
permanent sidewalk and retaining wall easements along with temporary easement. Additional
temporary easements along Village Lake Drive will be required for construction.
South Lake Village Mall will require right-of-way on both Duluth Avenue for turn lane widening,
but also on Toronto Avenue to square up the intersection. Permanent sidewalk easement will be
required along Duluth Avenue. Temporary construction easements will also be required along
Duluth Avenue, Village Lake Drive and Toronto Avenue.
Ace Hardware will require two narrow temporary construction easement strips to match
construction back into existing grades.
See Appendix C, Figure 12 for detail right-of-way and easements.
SECTION XII
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000 Page 36
12. CONCLUSIONS AND RECOMMENDATIONS
MnDOT has selected the intersection of Duluth Avenue / TH 13 as part of their 2019 Cooperative
Agreement Program that will complete revising and upgrading several traffic signal systems on
Minnesota’s trunk highway system. MnDOT would fund Option 2A up to $294,052 and up to $710,000 for
Option 3. Based on the preceding discussions, we offer the following conclusions:
1. It will be necessary to make some proposed geometric changes along Duluth Avenue in order to
provide a safe intersection for all users, improve pedestrian mobility, improve traffic flow, and
reduce delay to motorists.
2. Each of the 5 project options are feasible to construct and cost effective through MnDOT,
Municipal State Aid, and City funds from an engineering standpoint.
3. The request by Lund’s/ Byerly’s Grocery Store for the right-in / right-out access which is proposed
to be located at the south side of TH 13 east of the Duluth Avenue intersection was considered
and discussed with MnDOT. However, MnDOT has stated that the proposed access is not in
compliance with their accessibility management guidelines and that they will be providing a letter
to the City formally denying the request. It should be noted that there is an existing right-in / right-
out access located on the south side of TH 13 750-feet east of the Duluth Avenue Intersection,
therefore this type of access is currently provided.
4. Business owners are very concerned about intersection operations at Village Lake Drive
Intersection. The businesses felt any improvements on Duluth Avenue need to include
improvements on Village Lake Drive.
Based on the preceding discussion, WSB & Associates offer the following recommendation:
1. Design Option 3 is recommended for the following reasons:
Reduction of intersection congestion and improvements to traffic flow by eliminating left
turn movements out of South Lake Village Mall parking lot and at Anna Trail.
Greatest improvements to pedestrian safety and mobility by constructing additional
sidewalks and providing pedestrian refuge at crosswalk location in the concrete median
Minimizes impacts to adjacent property owners by providing “right-in/right-out” access at
Anna Trail and at South Lake Village Mall while maintaining existing access at the
Holiday Gas Station.
Improves capacity on Duluth Avenue and Village Lake Drive.
Maximizes MnDOT Cooperative Agreement funding on Duluth Avenue.
Increase operations of the TH 13 / Duluth Avenue SE intersection.
Consolidation of access along Village Lake Drive.
2. Design Option 3 is recommend for evaluation since more circulation of traffic will be directed to
the intersection of Duluth Avenue & Village Lake Drive. This additional traffic flow is primarily due
to elimination of left turn accessibility from Duluth Avenue to the adjacent South Lake Village Mall
parking lot.
APPENDIX
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
APPENDIX A
Figure 1 – Location Map
Figure 2 – Property Owners Map
Figure 3 – Existing Drainage Area Map
Figure 4A – Existing Public Utilities Map
Figure 4B – Existing Private Utilities Map
Figure 5 – Pavement Insets Typical Sections
Figure 5A – Design Option 1 Typical Sections
Figure 5B – Design Option 2 Typical Sections
Figure 5C – Design Option 3 Typical Sections
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
N
0 800 ft 1600 ft
Figure 1
Location Map
Project Location
MINNESOTA
13
23
COUNTY
21
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Property Owners Map
Figure 2
APARTMENTS
BROOKSVILLE
TRANSMISSION
PRIOR LAKE
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Figure 3
Drainage Map
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Figure 4
Existing Public Utilities
MINNESOTA
13
Figure 4B
Private Utility Map
0 60 ft 120 ft
Anna Tr
Duluth Ave
Village Lake Dr 170th St SW
N
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Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
M
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10" AGGREGATE BASE (CV) CLASS 6
6" AGGREGATE BASE (CV) CLASS 6
INSET "A"
CONCRETE WALK BITUMINOUS TRAIL
INSET "D"
4" AGGREGATE BASE (CV) CLASS 6
(PAID FOR AS 3" BITUMINOUS WALK)
6" CONCRETE WALK (SIDEWALK)
4" CONCRETE WALK (MEDIAN)
INPLACE PAVEMENT TO REMAIN
2" MILL
MIXTURE (SPWEB440C)
SPEC 2360 3" TYPE SP 12.5 WEARING COURSE
MIXTURE (SPWEB440C)
SPEC 2360 2" TYPE SP 12.5 WEARING COURSE
COURSE MIXTURE (SPWEB440E)
SPEC 2360 2" TYPE SP 12.5 WEARING
DULUTH AVENUE
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SPEC 2350 3" TYPE SP 12.5 WEARING
INSET "C"
Figure 5
Pavement Sections
ANNA TRAIL
VILLAGE LAKE DRIVE
TORONTO AVENUE
MILL AND OVERLAY
VILLAGE LAKE DRIVE
DULUTH AVENUE
18" OF COMPACTED GRANULAR SUBGRADE
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
South of Trunk Highway 13
North of Trunk Highway 13
Figure 5A
Typical Sections
Design Option 1
Proposed Sections for Design Option 1
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Thru Lane Thru Lane
12'
Turn Lane Thru Lane
14'13'6'
Walk
20'
Blvd
Thru LaneThru Lane
12'
Turn LaneThru Lane
14'10'13'
Trail
6'
Blvd
18'6'
Blvd
5'
Walk
5'
Proposed Sections for Design Option 2
South of Trunk Highway 13
North of Trunk Highway 13
Figure 5B
Typical Sections
Design Option 2
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Thru Lane Thru Lane
12'
Turn Lane
4'
Median Thru Lane
14'13'6'
Walk
20'
Blvd
Thru LaneThru Lane
12'
Turn Lane
4'
MedianThru Lane
14'10'13'
Trail
6'
Blvd
18'6'
Blvd
5'
Walk
5'
Proposed Sections for Design Option 3
Figure 5C
Typical Sections
Design Option 3
Roundabout
Approach Legs
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Thru LaneThru Lane
6'
Blvd
16'6'
Blvd
16'Varies
Thru LaneThru Lane
6'
Blvd
16'6'
Blvd
16'40' (20' Radius)
Median
Median
APPENDIX
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
APPENDIX B
Figure 6 – Design Option 1
Figure 7 – Design Option 2
Figure 8 – Design Option 2A
Figure 9 – Design Option 3
Figure 10 – Design Option 4
Figure 11 – Proposed Right-of-Way and Temporary Easements
Figure 12 – Drainage Map
Figure 13 – Assessment Parcels
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
MINNESOTA
13
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7.5:1
7 .5 :1
50'R
50'R
50'R 40'R
20'R
24'
45'R
10'PARKING
Project Layout
0 60 ft 120 ft
Figure 6
Design Option 1
Anna Tr
Duluth Ave
Village Lake Dr
N
Dairy Queen
Holiday Fargo
Wells
South Lake Village Mall
US Post Office
Subway Auto Care
Honest-1
Hardware
Ace
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Project Layout
0 60 ft 120 ft
MINNESOTA
13
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7.5:1
7 .5 :1
50'R
50'R
50'R 40'R
20'R
10'PARKING
1 6 '
Figure 7
Design Option 2
Duluth Ave
Anna Tr
Village Lake Dr
N
Hardware
Ace
Holiday
Dairy Queen
Fargo
Wells
South Lake Village Mall
Subway Auto Care
Honest-1
US Post Office
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Project Layout
0 60 ft 120 ft
MINNESOTA
13
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7
.5
:1
50'R
50'R
50'R 40'R
20'R
10'PARKING
1 6 '
Figure 8
Design Option 2A
Duluth Ave
Anna Tr
Village Lake Dr
N
Hardware
Ace
Holiday
Dairy Queen
Fargo
Wells
South Lake Village Mall
Subway Auto Care
Honest-1
US Post Office
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Project Layout
MINNESOTA
13
Figure 9
Design Option 3
D
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Village Lake Dr
Anna Tr
N
0 60 ft 120 ft
2
4'
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1 6 '
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3
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20'R
1
4
'
R
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L
1
3
'
L
A
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E
Grill & Bar
The Pointe
Sonnet Montessori
Transmission
Prior Lake
US Post Office
Holiday
Dairy Queen
Subway Auto Care
Honest-1
South Lake Village Mall
Hardware
Ace
Apartments
Brooksville
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
PERIMETER 30 FT
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'PERIMETER 30 FT
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ '
PERIMETER = 30 '
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Project Layout
N
0 60 ft 120 ft
MINNESOTA
13
Design Option 4
Figure 10
Revised Signal System
Anna Tr
Village Lake Dr
Hardware
Ace
Holiday
Dairy Queen
Fargo
Wells
South Lake Village Mall
Subway Auto Care
Honest-1
2
0
22
24
1
0
5
1
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1
1
0
4
1203
1
1
0
1
1
1
0
2
203
2
0
5
207
210
215
1
2
3
1
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0
5
1207
3
1
3
2
M
M
M
M
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M
M
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M
M
M
M
M
M
M
M
M
M
M
M
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M
M
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M
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MHM
H
MINNESOTA
13
0'Village Lake Dr
170th St SW
Anna Tr
A
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a
T
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60'
A v
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n
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T o
r o
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t o
Stormwater System Layout
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
Figure 11
Drainage Map
Hardware
Ace
Holiday
Dairy Queen
Fargo
Wells
South Lake Village Mall
US Post Office
Transmission
Prior Lake
Sonnet Montessori
Grill & Bar
The Pointe
Subway
Auto Care
Honest-1
Apartments
Brooksville
EXISTING POND
EXISTING POND
EXISTING POND
BMP - VOLUME CONTROL
OPTION 1
BMP - VOLUME CONTROL
OPTION 2
LOW POINT
BMP - VOLUME CONTROL
OPTION 3
TO UPPL-8
DRAINAGE AREA
TO EAST
DRAINAGE AREA
TO EXISTING POND
DRAINAGE AREA
SYSTEM
TO VOLUME CONTROL
DRAINAGE AREA
UPPL-13 BASIN
DRAINAGE AREA TO
TO UPPL-13 BASIN
DRAINAGE AREA
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
PERIMETER 30 FT
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'PERIMETER 30 FT
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'
REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ '
PERIMETER = 30 '
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City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
MINNESOTA
13
N
0 60 ft 120 ft
Anna Tr
Village Lake Dr
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
PERIMETER 30 FT
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'PERIMETER 30 FT
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ '
PERIMETER = 30 '
Proposed Right of Way
Temporary Easement
Temporary Easement
Temporary Easement
Figure 12
Right of Way
Temporary Easement
Temporary Easement
Temporary Easement
Proposed Right of Way
Proposed Right of Way
Proposed Permanant Easement
Proposed Permanant Easement
South Lake Village Mall
Fargo
Wells
Holiday
Dairy Queen
US Post Office
Transmission
Prior Lake
Sonnet Montessori
Subway Auto Care
Honest-1
Grill & Bar
The Pointe
Hardware
Ace
Apartments
Brooksville
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8
City of Prior Lake, Minnesota
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
MINNESOTA
13
0'
Village Lake Dr
170th St SW
Anna Tr
A
n
n
a
T
r
100'
T o
r o
n
t o
A v
e
nu
e
Parcels
Assessment
Reconstruct
Legend
251770041
251770040
251770050
25
1
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90
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254700010
25
4
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0
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259020480
259020220
252850010 252850020
Dairy Queen
Holiday
Hardware
Ace
US Post Office
Fargo
Wells
South Lake Village Mall
Subway Auto Care
Honest-1
Grill & Bar
The Pointe
Transmission
Prior Lake
Assessment Parcels
Figure 13
Apartments
Brooksville
APPENDIX
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
APPENDIX C
Opinion of Probable Cost
Design Option 3
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0
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2
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,
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0
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.
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2
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9
$4
,
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0
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.
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0
2
7
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2
6
4
$924.00
D
25
7
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L
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I
C
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N
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5
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1
5
.
0
0
25
8
2
.
5
1
8
P
A
V
T
M
S
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R
I
N
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F
T
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0
.
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,
2
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0
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0
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5
0
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,
0
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0
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25
8
2
.
5
1
8
C
R
O
S
S
W
A
L
K
M
U
L
T
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C
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M
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F
T
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.
0
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5
4
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,
3
2
4
.
0
0
4
3
2
$2
,
5
9
2
.
0
0
1
1
2
2
$6,732.00
SU
B
T
O
T
A
L
B
A
S
E
B
I
D
C
O
N
S
T
R
U
C
T
I
O
N
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O
S
T
$1
,
5
5
5
,
7
3
9
.
1
5
$7
1
0
,
8
4
3
.
1
5
$369,887.80 $248,953.20 $226,055.00
+
5
%
C
O
N
T
I
N
G
E
N
C
Y
$7
7
,
7
8
6
.
9
6
$3
5
,
5
4
2
.
1
6
$18,494.39 $12,447.66 $11,302.75
TO
T
A
L
$1
,
6
3
3
,
5
2
6
.
1
1
$7
4
6
,
3
8
5
.
3
1
$388,382.19 $261,400.86 $237,357.75
CO
O
P
E
R
A
T
I
V
E
A
G
R
EE
M
E
N
T
E
L
I
G
I
B
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L
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Y
NO
T
E
S
:
1.
T
O
B
E
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S
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.
2.
T
O
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U
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D
T
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P
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D
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P
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R
.
3.
T
A
C
K
C
O
A
T
I
N
C
I
D
E
N
T
A
L
.
4.
F
E
R
T
I
L
Z
E
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A
N
A
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Y
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I
S
1
0
-
0
-
1
0
5.
T
O
B
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S
E
D
A
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R
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W
A
Y
L
O
C
A
T
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O
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S
6.
C
O
N
T
R
A
C
T
O
R
T
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U
S
E
H
I
G
H
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A
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(
H
E
)
C
O
N
C
R
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T
E
F
O
R
D
R
I
V
E
W
A
Y
S
7.
R
I
P
R
A
P
S
H
A
L
L
B
E
F
I
E
L
D
S
T
O
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8.
C
O
N
S
I
S
T
S
O
F
R
E
M
O
V
I
N
G
T
H
E
T
O
P
S
L
A
B
F
R
O
M
D
R
A
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G
E
S
T
R
U
C
T
U
R
E
S
.
9.
T
O
B
E
A
D
I
V
E
R
S
I
O
N
S
T
R
U
C
T
U
R
E
.
10
.
T
O
B
E
U
S
E
D
F
O
R
S
A
N
I
T
A
R
Y
S
E
W
E
R
P
U
R
P
O
S
E
S
.
11
.
T
O
B
E
U
S
E
D
F
O
R
A
S
A
N
I
T
A
R
Y
S
E
W
E
R
B
Y
P
A
S
S
.
12
.
Q
U
A
N
T
I
T
Y
I
N
C
L
U
D
E
S
3
E
A
C
H
T
O
B
E
U
S
E
D
F
O
R
S
A
N
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T
A
R
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S
E
W
E
R
P
U
R
P
O
S
E
S
.
(P
)
D
E
N
O
T
E
S
P
L
A
N
Q
U
A
N
T
I
T
Y
$649,783.05
K:
\
0
1
0
0
9
7
-
0
0
0
\
A
d
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\
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t
Page 4
APPENDIX
Feasibility Report
TH 13 / Duluth Avenue SE / Village Lake Drive Improvements
City of Prior Lake, MN
WSB Project No. 010097-000
APPENDIX D
Preliminary Assessment Roll
PR
E
L
I
M
I
N
A
R
Y
AS
S
E
S
S
M
E
N
T
RO
L
L
TH
13
/ Du
l
u
t
h
Av
e
n
u
e
/ Vi
l
l
a
g
e
La
k
e
Dr
i
v
e
Im
p
r
o
v
e
m
e
n
t
s
Pr
o
j
e
c
t
Co
n
s
t
r
u
c
t
i
o
n
Me
t
h
o
d
:
Fu
l
l
St
r
e
e
t
Re
c
o
n
s
t
r
u
c
t
i
o
n
To
t
a
l
As
s
e
s
s
a
b
l
e
Ac
r
e
s
:
15
.
0
3
6
7
2
No
.
L
e
g
a
l
De
s
c
r
i
p
t
i
o
n
Pa
r
c
e
l
Ad
d
r
e
s
s
P
I
D
Pr
o
p
e
r
t
y
Ow
n
e
r
Pr
o
p
e
r
t
y
Ow
n
e
r
Ad
d
r
e
s
s
Parcel Area (Acres)Area Assessment Amount ($/Acre)Total Assessments Notes
1
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
BU
S
S
E
1S
T
AD
D
N
Lo
t
00
2
Bl
o
c
k
00
1
Su
b
d
i
v
i
s
i
o
n
C
d
25
2
8
5
16
6
8
3
DU
L
U
T
H
AV
E
SE
2
5
2
8
5
0
0
2
0
H
A
Y
N
E
S
PR
O
P
E
R
T
I
E
S
LL
C
1
4
0
3
3
CO
M
M
E
R
C
E
AV
E
NE
SU
I
T
E
30
0
P
R
I
O
R
LA
K
E
MN
5
5
3
7
2
0
.
8
5
4
6
5
1
1
,
4
9
5
.
1
9
$ 9,824.36 $ Honest 1 Autocare
2
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
BU
S
S
E
1S
T
AD
D
N
Lo
t
00
1
Bl
o
c
k
00
1
Su
b
d
i
v
i
s
i
o
n
C
d
25
2
8
5
16
7
1
1
DU
L
U
T
H
AV
E
SE
2
5
2
8
5
0
0
1
0
D
A
V
A
N
N
IN
C
56
5
2
MO
U
N
T
CU
R
V
E
BL
V
D
SE
P
R
I
O
R
LA
K
E
M
N
5
5
3
7
2
0
.
4
5
9
1
8
1
1
,
4
9
5
.
1
9
$ 5,278.36 $ Subway
3
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
BR
O
O
K
S
V
I
L
L
E
CE
N
T
E
R
2N
D
AD
D
N
Lo
t
00
1
Bl
o
c
k
00
2
Su
b
d
i
v
i
s
i
o
n
C
d
25
1
7
7
16
8
0
0
DU
L
U
T
H
AV
E
SE
2
5
1
7
7
0
0
4
1
H
O
L
I
D
A
Y
ST
A
T
I
O
N
S
T
O
R
E
IN
C
P
O
BO
X
12
2
4
MI
N
N
E
A
P
O
L
I
S
M
N
5
5
4
4
0
0
.
7
1
3
8
3
1
1
,
4
9
5
.
1
9
$ 8,205.61 $ Holiday
4
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
BR
O
O
K
S
V
I
L
L
E
CE
N
T
E
R
2N
D
AD
D
N
Lo
t
00
1
Bl
o
c
k
00
2
Su
b
d
i
v
i
s
i
o
n
C
d
25
1
7
7
16
8
0
0
DU
L
U
T
H
AV
E
SE
25
1
7
7
0
0
4
0
HO
L
I
D
A
Y
ST
A
T
I
O
N
S
T
O
R
E
S
IN
C
P
O
BO
X
12
2
4
MI
N
N
E
A
P
O
L
I
S
M
N
5
5
4
4
0
0
.
5
1
4
9
6
1
1
,
4
9
5
.
1
9
$ 5,919.56 $ Holiday
5
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
BR
O
O
K
S
V
I
L
L
E
CE
N
T
E
R
2N
D
AD
D
N
Lo
t
00
2
Bl
o
c
k
00
2
Su
b
d
i
v
i
s
i
o
n
C
d
25
1
7
7
16
8
2
0
DU
L
U
T
H
AV
E
SE
2
5
1
7
7
0
0
5
0
B
J
CA
R
L
S
O
N
PR
O
P
E
R
T
I
E
S
LL
C
2
2
8
0
18
5
ST
E
JO
R
D
A
N
M
N
5
5
3
5
2
1
.
3
6
1
4
1
1
,
4
9
5
.
1
9
$ 15,649.55 $ Ace Hardware
5
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
SO
U
T
H
LA
K
E
VI
L
L
A
G
E
Lo
t
00
1
Bl
o
c
k
00
1
Su
b
d
i
v
i
s
i
o
n
C
d
25
4
7
0
16
7
3
1
HI
G
H
W
A
Y
13
S
25
4
7
0
0
0
1
0
BE
A
L
M
A
K
E
PA
R
T
N
E
R
S
LL
C
3
5
3
5
VI
A
FL
O
R
E
S
SA
N
DI
E
G
O
C
A
9
2
1
0
6
5
.
4
7
6
4
8
1
1
,
4
9
5
.
1
9
$ 62,953.18 $ Village Lake Mall
6
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
SO
U
T
H
LA
K
E
VI
L
L
A
G
E
Lo
t
00
2
Bl
o
c
k
00
1
Su
b
d
i
v
i
s
i
o
n
C
d
25
4
7
0
16
6
9
1
HI
G
H
W
A
Y
13
S
25
4
7
0
0
0
2
0
B
E
A
L
M
A
K
E
PA
R
T
N
E
R
S
LL
C
3
5
3
5
VI
A
FL
O
R
E
S
SA
N
DI
E
G
O
C
A
9
2
1
0
6
1
.
5
1
9
6
9
1
1
,
4
9
5
.
1
9
$ 17,469.13 $ The Pointe
7
Su
b
d
i
v
i
s
i
o
n
N
a
m
e
BR
O
O
K
S
V
I
L
L
E
CE
N
T
E
R
2N
D
AD
D
N
Lo
t
00
1
Bl
o
c
k
00
1
Su
b
d
i
v
i
s
i
o
n
C
d
25
1
7
7
16
8
1
7
DU
L
U
T
H
AV
E
SE
25
1
7
7
0
0
1
0
WE
L
L
S
FA
R
G
O
BA
N
K
PO
BO
X
26
0
9
CA
R
L
S
B
A
D
C
A
9
2
0
1
8
0
.
7
1
4
8
6
1
1
,
4
9
5
.
1
9
$ 8,217.45 $ Wells Fargo
8
W1
/
2
SE
1
/
4
& E1
/
2
SW
1
/
4
CO
M
SE
CO
R
OF
1 ‐1 BR
O
O
K
S
V
I
L
L
E
CT
R
2N
D
NW
41
9
.
7
4
'
,
NE
25
'
,
SE
TO
NE
CO
R
OF
2 ‐1,
W
12
5
'
TO
PO
B
EX
P/
O
LY
I
N
G
S OF
LI
N
E
CO
M
SE
CO
R
BR
O
O
K
S
V
I
L
L
E
CT
R
2N
D
,
N
11
‐28
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W AL
O
N
G
E LI
N
E
LO
T
1 83
.
6
0
'
,
CU
R
V
E
NE
99
.
3
6
'
TO
W LI
N
E
OF
AB
O
V
E
PA
R
C
E
L
& TH
E
R
E
TE
R
M
25
9
0
2
0
2
1
1
WE
L
L
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R
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$ 5,635.40 $ Wells Fargo
9
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11
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21
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$ 3,774.22 $ Prior Lake Transmission
10
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27
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16
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2
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N
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28
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0
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5
5
4
0
8
2
.
6
0
3
1
1
1
,
4
9
5
.
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9
$ 29,923.13 $ Brooksville Apartments